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HomeMy WebLinkAboutSlover Ave. Sewer_Inspectors Daily ReportCity of Fontana CALIFORNIA Albert W. Davies, Inc. Les Davies, Vice -President P.O. Box 215 Rancho Cucamonga, CA •91729 RE: Stover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Weekly Statement of Working Days Report Nos. 12, 13, and 14 Dear Mr. Davies: June 17, 2002 Enclosed for the review are the weekly statements of working days for week ending June 7, 2002. You will be allowed (15) days in which to protest in writing the correctness of, the statement; otherwise .the statement shall be deemed to have been accepted by you as correct. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division Donald Gdula Consultant Project Coordinator Construction Enclosures: Weekly Statement of Working Days. cc: Senior Civil Engineer/Construction Consultant Public Works Inspector (SB) w/enclosures www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600 recycled paper CITY,OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue REPORT NO. 14 TO: ALBERT W. DAVIES, INC. The following statement shows the number of working days charged to your contract for the week ending: 6/7/02 Date Day Weather, Weather Conditions or Other Conditions Working Day Non -Working Days Caused by Weather Working Days No Work Done on Controlling Operation (Note 2) 6/3/02 Mon. Sunny, Hot, and Calm 1 6/4/02 Tue. Sunny, Hot, and Calm 1 6/5/02 Wed. Sunny, Hot, and Calm 1 6/6/02 Thur. Sunny, Hot, and Calm 1 6/7/02 Fri. Sunny, Warm, and Calm 1 Days previously reported Total days to date 5 0 0 63 1 0 68 1 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO Other Days this report Days previously reported. Total days to date ........ inaigniNgniE COMPUTATION OF EXTENDED DATE FOR COMPLETION 1. First working day designated 2. Working daysp specified in contract 3. COMPUTE DATE FOR COMPLETION(if ell days specified are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) Number of Days Numbered Day (Note 4) 1033 1124 Date 3/5/02 7/12/02 0 1 1 91 68 23 Controlling Operation(s) Sewer Construction Remarks: (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Donald Gdula/Pro)ect Coordinator 6/17/02 • INSTRUCTION TO RESIDENT ENGINEER 1. When recording nonworking days due to weather; state the reason why the; day was unworkable when the weather description itself does not adequately describe conditions. For example,' "Clear -wet grade" to describe conditions when the weather is clear, but the grade is too wet to work. Do not list days merely as "Unworkable". 2 Enter days ' on which no productive work has been performed • on the controlling operation(s) for reasons other than weather. 3. List numbers of contract change orders providing for time extensions. 4. Do not include nonworking days, which occur after expiration of the Extended' DATE OF -.COMPLETION. On contracts that are .overtime, the total under WORKING DAYS .. shall not be- greater than the .total of REVISED WORKING. DAYS, (line 8). After approved total of working days has been • reached, continue recording working and nonworking.. days but do not . add into the totals. . Make • statement u 'der REMARKS. the WORKING and NONWORKING days are shown for record' only since the contract time has elapsed. 5. • Time extensions other, are to be explained under REMARKS and the following. information is to be included:. (a)* Cause of delayand specification reference/under which approval was granted. . • (b) Statement as to what controlling 'operation or operations are being delayed and to'what extent. . . (c) Dates for which the extension.was granted. (d) Reference to supporting data. • ADDITIONAL REMARKS: CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue REPORT NO. 13 TO: ALBERT W. DAVIES, INC. The following statement shows the number of working days charged to your contract for the week ending: 5/31/02 Date Day . Weather, Weather Conditions or Other Conditions Working Day Non -Working Days Caused by Weather Working Days No Work Done on Controlling Operation (Note 2) 5/27/02 Mon. Holiday 5/28/02 Tue. Sunny, Warm, and Calm 1 5/29/02. Wed. Sunny, Warm, and Calm 1 5/30/02 Thur. Sunny, Hot, and Calm 1 5/31/02 Fri. Sunny, Hot, and Calm • 1 Days previously reported Total days to date 4 0 0 59 1 0 63 1 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO Other Days this report .. Days previously reported. Total days to date • •........,..•,...•••••,..,..•.. •.•..............ii COMPUTATION OF EXTENDED DATE FOR COMPLETION Number of Days Numbered Day (Note 4) Date 1. First working day designated 2. Workingdaysspecified s ecified in contract 3. COMPUTE DATE FOR COMPLETION(if et days specified are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) Controlling Operations) Sewer Construction Ob 1033 3/5/02 .............................. . 1124 7/12/02 0 1 1 91 63 28 Remarks: (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Donald Gdula/Project Coordinator 6/17/02 • • INSTRUCTION TO RESIDENT ENGINEER When recording nonworking days due to weather; state the reason why the day was unworkable when the weather description itself does not adequately describe conditions. For example,. "Clear -wet grade" to describe conditions when the weather is clear, but the grade is too wet to work. Do not list days merely as "Unworkable". • 2. Enter days on which no productive work has been performed on the controlling operation(s) for reasons other than weather. List numbers of contract change orders providing for time extensions. Do not include nonworking days, which occur after expiration of the Extended. DATE OF COMPLETION. On contracts that are .overtime, the total under WORKING DAYS shall not be. greater than. the .total of REVISED WORKING. DAYS, (line 8). After approved total of working days has been reached, continue recording working and nonworking days but do not add into the totals. Make statement udder REMARKS. the WORKING and NONWORKING days are shown for record only since the contract time has elapsed. 5. Time extensions other, are to be explained under REMARKS and the followinginformation is to be included:. (a) Cause of delay . and specification reference/under which approval was granted. (b) Statement as to what controlling operation or operations are being delayed and to'what. extent. (c) Dates for which the extension' was granted. (d) Reference to supporting data. ADDITIONAL REMARKS: CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue TO: ALBERT W. DAVIES, INC. REPORT NO. 12 The following statement shows the number of working days charged to your contract for the week ending: 5/24/02 Date Day Weather, Weather Conditions or Other Conditions Working Day Non -Working Days Caused by Weather Working Days No Work Done on Controlling Operation (Note 2) 5/20/02 Mon. Overcast, Rain, Warm, Calm 1 5/21/02 Tue. Sunny, Hot, Calm 1 5/22/02 Wed. Sunny, Warm, and Calm 1 5/23/02 Thur. Overcast, Warm, Calm 1 5/24/02 Fri. Sunny, Warm, Calm 1 Days previously reported Total days to date • 5 0 0 54 1 0 59 1 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO Other Days this report Days previously reported. Total days to date I::: >::::>:< iiiii.s#s::::>::i i iiiiii 3E:n:::: . .»>:. ii ii COMPUTATION OF EXTENDED DATE FOR COMPLETION 1. First working day designated 2. Working days specified in contract 3. COMPUTE DATE FOR COMPLETION(if all days specified ere workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) Controlling Operation(s) Sewer Construction Number of Days Numbered Day (Note 4) 1033 Date 3/5/02 1124 7/12/02 0 1 1 ................................... 91 59 32 Remarks: (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement; Otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Donald Gdula/Protect Coordinator 6117/02 • INSTRUCTION TO RESIDENT ENGINEER 1. When recording nonworking days due to weather; state the reason why the day was unworkable when the weather description itself does not adequately describe conditions. For example,. "Clear -wet grade" to describe conditions when the weather is clear, but the grade is too wet to work. Do not list days merely as "Unworkable". 2. Enter days on which no productive work has been performed • on the controlling operation(s) for reasons other than weather. 3. List numbers of contract change orders providing for time extensions'. 4. Do not include nonworking days, which occur after expiration of the Extended DATE OF COMPLETION. .On contracts that are .overtime, the total under WORKING DAYS shall not be• greater thanthe..total of REVISED WORKING. DAYS, (line 8). After approved total of working days has 'been reached, continue recording working and nonworking. days but do not add into the totals. Make • statement udder REMARKS. the WORKING and NONWORKING days are shown for record. only since the. contract time has elapsed. . 5. Time extensions other, are to be explained under REMARKS and the following. information is to be included:. (a)• Cause of delay .and specification reference/under which approval was granted. 0 • (b) . Statement as to what controlling operation .or operations are being delayed and tolwhat extent. . (c) Dates for which the extension.was granted. (d) Reference to supporting data. ADDITIONAL REMARKS: s City of Fontana CALIFORNIA Albert W. Davies, Inc. Les Davies, Vice -President P.O. Box 215 Rancho Cucamonga, CA 91729 RE: Slover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Weekly Statement of Working Days Report No. 9 Dear Mr. Davies: May 23, 2002 Enclosed for the review is the weekly statement of working days for week ending May 03, 2002. You will be allowed (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by you as correct. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division Consultant Project Coordinator Construction Enclosures: Weekly Statement of Working Days cc: Senior Civil Engineer/Construction Consultant Public Works Inspector (SB) w/enclosures www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600 * recycled paper CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue TO: ALBERT W. DAVIES, INC. REPORT NO. The following statement shows the number of working days charged to your contract for the week ending: 5/17/02 Date Day Weather, Weather Conditions or Other Conditions Working Day . Non -Working Days Caused by Weather Working Days No Work Done on Controlling . Operation (Note 2) 5/13/02 Mon. Sunny, Warm, Calm 1 5/14/02 Tue. Sunny, Warm, Calm 1 5/15/02 Wed. Sunny, Warm, and Calm 1 5/16/02 Thur. Overcast, Warm, Calm 1 5/172002 Fri. Sunny, Warm, Calm 1 Days previously reported Total days to date 5 0 0 49 1 0 54 1 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO Other Days this.report Days previously reported. Total days to date COMPUTATION OFEXTENDED DATE FOR COMPLETION 1. First working day designated 2. Working days specified in contract 3. COMPUTE DATE FOR COMPLETION(if all days specified are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) Controlling Operation(s) Sewer Construction Number of Days Numbered Day (Note 4) 1033 Date 3/5/02 ................................... 1124 7/12/02 0 1 1 91 54 37 Remarks: (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. aio.9a r-a��e� roject C orb dinator 5/23/02 City of Fontana CALIFORNIA May 23, 2002 Albert W. Davies, Inc Les Davies, Vice -President P.O. Box 215 Rancho Cucamonga, CA 91729 RE: Stover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Weekly Statement of Working Days Report No. 10 Dear Mr. Davies: Enclosed for the review is the weekly statement of working days for week ending May 10, 2002. You will be allowed (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by you as correct. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division d du Consultant Project Coordinator Construction Enclosures: -Weekly Statement of Working Days cc: Senior Civil Engineer/Construction Consultant Public Works Inspector (SB) w/enclosures www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600. recycled paper CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue TO: ALBERT W. DAVIES, INC. REPORT NO. 10 The following statement shows the number of working days charged to your contract for the week ending: 5/10/02 Date Day Weather, Weather Conditions or Other Conditions Working Day Non -Working Days Caused by Weather Working Days - No Work . Done on Controlling Operation (Note 2) 5/6/02 Mon. Sunny, Warm, Calm 1 5/7/02 • Tue. Sunny, Warm, Calm 1 5/8/02 Wed. Sunny, Warm, and Calm 1 5/092002 Thur. Sunny, Warm, Calm 1 5/102002 Fri.. Sunny, Warm, Calm 1 Days previously reported Total days to date 5 0 0 44 1 0 49 1 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO Other Days this report Days previously reported. Total days to date • • • • COMPUTATION OF EXTENDED DATE FOR COMPLETION 1. First working day designated 2. Working days specified in contract 3. COMPUTE DATE FOR COMPLETION(if al days specified are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) Controlling Operation(s) Sewer Construction Number of Days Numbered Day (Note 4) 1033 Date 3/5/02 1124 7/12/02 0 1 1 91 49 42 Remarks: (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Gdula/Project oordinator 5/23/02 City of Fontana CALIFORNIA Albert W. Davies, Inc. Les Davies, Vice -President P.O. Box 215 Rancho Cucamonga, CA 91729 RE: Slover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Weekly Statement of Working Days Report No. 11 Dear, Mr. Davies: May 23, 2002 Enclosed for the review is the weekly statement of working days for week ending May 17, 2002. You will be allowed (15) days in which to, protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by you as correct. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division. AP , OP( pit kr ; •• 1CL .an.Id Cons ltant Project Coordinator Construction Enclosures: Weekly Statement of Working Days cc: Senior Civil Engineer/Construction Consultant Public Works Inspector (SB) w/enclosures www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600 recycled paper CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue REPORT NO. 9 TO: ALBERT W. DAVIES, INC. The following statement shows the number of working days charged to your contract for the week ending: 5/3/02 Date Day Weather, Weather Conditions or Other Conditions • Working Day Non -Working Days Caused by Weather Working Days No Work Done on Controlling Operation (Note 2) 4/29/02 Mon. Sunny, Warm, Calm 1 4/30/02 Tue. Sunny, Warm, Calm 1 5/1/02 Wed. Rain, Overcast, Cool, and Calm 1 5/2/02 Thur. Sunny, Warm, Calm 1 . 5/3/02 Fri. Partly Cloudy, Rain, Cool, Calm 1 Days previously reported Total days to date 5 0 0 39 . 1 • 0 _ 44 1 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO Other Days this report Days previously reported. Total days to date ... COMPUTATION OF EXTENDED DATE FOR COMPLETION 1. First working day designated 2. Working daysP specified in contract 3. COMPUTE DATE FOR COMPLETION(if all days specified are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) Number of Days Numbered Day (Note 4) 1033 1124 Date 3/5/02 7/12/02 0 1 1 ................................... 91 44 47 Controlling Operation(s) Sewer Construction Remarks: (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) clays in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Gdul /Pr ' ct Coordinator 5123/0 ald 2 • City of Fontana CALIFORNIA Albert W. Davies, Inc. Les Davies, Vice -President P.O. Box 215 Rancho Cucamonga, .CA 91729 RE: Stover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Weekly Statement of Working Days Report No. 8 Dear Mr. Davies: May 7, 2002 Enclosed for the review is the weekly statement of working days for week ending April 26, 2002. You will be allowed (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by ybu as correct. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division Donald Gdula Consultant Project Coordinator Construction Enclosures: Weekly Statement of Working Days cc: Senior Civil Engineer/Construction Consultant Public Works Inspector (SB) w/enclosures www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600 recycled paper CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue REPORT NO. TO: ALBERT W. DAVIES, INC. The following statement shows the number of working days charged to your contract for the week ending: 4/26/02 Date Day Weather, Weather Conditions or Other Conditions Working Day Non -Working Days Caused by Weather Working Days No Work Done on Controlling Operation (Note 2) 4/22/02 Mon. Sunny, Warm, Calm 1 4/23/02 Tue. Sunny, Warm, Calm 1 4/24/02 Wed. Rain, Overcast, Cool, and Calm 1 4/25/021 Thur. Sunny, Warm, Calm 1 4/26/02 Fri. Partly Cloudy, Rain, Cool, Calm 1 Days previously reported Total days to date 5 0 0 34 1 0 39 1 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO Other Days this report Days previously reported. Total days to date COMPUTATION OF EXTENDED DATE FOR COMPLETION 1. First working day designated 2. Working days specified in contract 3. COMPUTE DATE FOR COMPLETION(if a days specified are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) Controlling Operation(s) Sewer Construction Number of Days Numbered Day (Note 4) 1033 Date 3/5/02 .................................................................... 1124 7/12/02 0 1 1 91 39 52 Remarks: (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Donald Gdula/Protect Coordinator 5/2/02 • INSTRUCTION TO RESIDENT ENGINEER 1. When recording nonworking days due to weather; state the reason why the day was unworkable when the weather description itself does not adequately describe conditions. For example, "Clear -wet grade" to describe conditions when the weather is clear, but the grade is too wet to work. Do not list days merely as "Unworkable". Enter days on which no productive work has been performed . on the controlling operation(s) for reasons other than weather. 3 List numbers of contract change orders providing for time extensions. 4. Do not include nonworking days, which occur after expiration of the Extended DATE OF :COMPLETION. On contracts that are •overtime, the .. total under WORKING DAYS shall not be greater than. the .total of REVISED WORKING. DAYS, (line 8). After approved total of working days has been reached, continue recording working and nonworking days but do not add into the totals. Make statement udder REMARKS. the WORKING and NONWORKING days are shown for record' only since the contract time has elapsed. Time extensions other, are to be explained under REMARKS and the followinginformation is to be included:. (a) Cause of delay .and specification reference/under which approval was granted. (b) Statement as to what controlling operation or operations are being delayed and to' what extent. (c) Dates for which the extension was granted. (d) Reference to supporting data. ADDITIONAL REMARKS: IMP City of Fontana CALIFORNIA April 25, 2002 Albert W. .Davies, Inc. Les Davies, Vice -President P.O. Box 215 Rancho Cucamonga, CA 91729 RE: Stover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Weekly Statement of Working Days Report No..7 Dear Mr. Davies: Enclosed for the review is the weekly statement of working days for week ending April 19, 2002. You will be allowed (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by you as correct. If you need additional information, please contact. the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division Donald Gdula Consultant Project Coordinator Construction Enclosures: Weekly Statement of Working Days cc: Senior Civil Engineer/Construction Consultant Public Works Inspector(SB) w/enclosures www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600 CITY OF FONTANA , WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue REPORT NO. 7 TO: ALBERT W. DAVIES, INC. The following statement shows the number of working days charged to your contract for the week ending: 4/19/02 Date Day . Weather, Weather Conditions or Other Conditions Working Day Non -Working Days Caused by Weather Working Days No Work 'Done on Controlling Operation (Note 2) 4/15/02 Mon. Rain 1 4/16/02 Tue. Partly Cloudy, Warm, and Calm 1 4/17/02 Wed. Overcast, Warm, and Calm 1 4/18/02 Thur. Sunny, Hot, Calm 1 4/19/02 Fri. Sunny, Warm, Calm 1 Days previously reported Total clays to date 5 1 0 29 0 0 34 1 0 TIME EXTENSIONS CCO Numbers (Note 3) • Days Approved CCO Other Days this report Days previously reported. Total days to date iNi;iiiiiNiiii:,:liN:1:::;:iiiiiiiiii COMPUTATION OF EXTENDED DATE FOR COMPLETION 1. First working day designated 2. Working days specified in contract 3. COMPUTE DATE FOR COMPLETION(if at days specified are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) Number of Days Numbered Day (Note 4) 1033 Date 3/5/02 1124 7/12/02 0 1 1 91 34 57 Controlling Operation(s) Sewer Construction Remarks: (Note 5) (Continue on reverse) Monday 4/15 was a rain day and there was no work activity The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Donald Gdula/Project Coordinator 4/25/02 INSTRUCTION TO RESIDENT ENGINEER 1. When recording nonworking days due to weather; state the reason why the day was ' unworkable when the weather description itself does not adequately describe conditions. For example,. "Clear -wet grade" to describe conditions when the weather is clear, but the grade is too wet to work. Do not list days merely as "Unworkable". 2. Enter days on which no productive work has been performed on the • controlling operation(s) for reasons other than weather. 3. List numbers of contract change orders providing for time extensions. Do not include nonworking days, which occur after expiration of the Extended DATE OF -COMPLETION. On contracts that are overtime, the total under WORKING DAYS shall not be greater than the .total of REVISED WORKING DAYS, (line 8). After approved total of working days has been reached, continue recording working and nonworkingdays but do not add into the totals. Make statement under REMARKS. the WORKING and NONWORKING days are shown forrecord only since the contract time has elapsed. 5. Time extensions other, are to be explained under REMARKS and the followinginformation is to be included:. (a) Cause of delay and specification reference/under which approval was granted. (b) Statement as to what controlling operation or operations are being delayed and to what extent. (c) Dates for which the extension was granted. (d) Reference to supporting data. ADDITIONAL REMARKS: Albert W. Davies, Inc. Les Davies, Vice -President P.O. Box 215 Rancho Cucamonga, CA 91729 City of Fontana CALIFORNIA April 15, 2002 RE: Slover Avenue Sewer Improvements from.Poplar Avenue to Sierra Avenue Weekly Statement. of Working Days Report No. 5 and 6 Dear Mr. Davies: Enclosed for the review is the weekly statement of working days for week ending April 12, 2002. You will be allowed (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by you as correct. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division Donald Gdula Consultant Project Coordinator Construction Enclosures: Weekly Statement of Working Days 'cc: Senior Civil Engineer/Construction Consultant Public Works Inspector (SB) w/enclosures www.fontana.org 8353 SIERRA AVENUE FONTANA,,CALIFORNIA 92335-3528 (909) 350-7600 isrecycled paper CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue TO: ALBERT W. DAVIES, INC. The following statement shows the number of working days charged to your contract for the week ending: 4/05/02 REPORT NO. 5 Date Day Weather, Weather Conditions or Other Conditions Working Day Non -Working Days Caused by Weather Working Days No Work Done on Controlling Operation (Note 2) 4/1/02 Mon. Overcast, foggy, cool 1 4/2/02 Tue. Sunny, Warm, and Calm 1 4/3/02 Wed. Sunny, Warm, and Calm 1 4/4/02 Thur. Sunny, Warm, Calm 1 4/5/02 Fn. Overcast, Cool, 1 Days previously reported Total days to date 5 0 0 19 0 0 24 0 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved • CCO Other Days this report Days previously reported. Total days to date COMPUTATION OF EXTENDED DATE FOR COMPLETION Number 1. First working day designated 2. Working days specified in contract 3. COMPUTE DATE FOR COMPLETION(if an days specified are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) Controlling Operation(s) Sewer Construction of Days Numbered Day (Note 4) 1033 Date 3/5/02 90 0 0 0 06 24 68 1123 7/11/02 Remarks; (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Donald Gdula/Project Coordinator 4/15/02 INSTRUCTION TO RESIDENT ENGINEER When recording nonworking days due to weather; state the reason why the day was unworkable when the weather description itself does not adequately describe conditions. For example,. "Clear -wet grade" to describe conditions when the weather is clear, but the grade is too wet to work. Do not list days merely as "Unworkable". 2. Enter days on which no productive work has been performed on the controlling operation(s) for reasons other than weather. 3. List numbers of contract change orders providing for time extensions. 4. Do not include nonworking days, which occur after expiration of the Extended DATE OF -COMPLETION. On contracts that are overtime, the total under WORKING DAYS shall note. be. greater than the .total of REVISED WORKING DAYS, (line 8). After approved total of working .days has been reached, continue recording working and nonworkingdays but do not add into the totals. Make statement under REMARKS. the WORKING and NONWORKING days are shown for record. only since the contract time has elapsed. 5. Time extensions other, are to be explained under REMARKS and the followinginformation is to be included:. (a) Cause of delay and specification reference/under which approval was granted. (b) • Statement as to what controlling operation or operations are being delayed and to•what extent. (c) Dates for which the extension was granted. (d) Reference to supporting data. ADDITIONAL REMARKS: CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue TO: ALBERT W. DAVIES, INC. REPORT NO. 6 The following statement shows the number of working days charged to your contract for the week ending: 4/12/02 Date Day Weather, Weather Conditions or Other Conditions Working Day Non -Working Days Caused by Weather Working Days No Work Done on Controlling Operation (Note 2) 4/8/02 Mon. Partly Cloudly, Warm, Calm 1 4/9/02 Tue. Sunny, Warm, and Calm 1 4/10/02 Wed. Sunny, Warm, and Calm 1 4/11/02 Thur. Sunny, Warm, Calm • 1 4/12/02 Fri. Sunny, Calm, Hot 1 Days previous y reported Total days to date 5 0 0 24 0 0 29 0 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO 1 Other Days this report Days previously reported. Total days to date ....................... , COMPUTATION OF EXTENDED DATE FOR COMPLETION 1. First working day designated 2. Working days specified in contract 3. COMPUTE DATE FOR COMPLETION(if all days specified are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) Controlling Operation(s) Sewer Construction Number of Days Numbered Day (Note 4) 1033 Date 3/5/02 • 1123 7/11/02 0 0 0 90 29 61 Remarks: (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Donald Gdula/Project Coordinator 4/15/02 INSTRUCTION TO RESIDENT ENGINEER 1. When recording nonworking days due to weather; state the reason why the day was unworkable when the weather description itself does not adequately describe conditions. For example,* "Clear -wet grade" to describe conditions when the weather is clear, but the grade is too wet to work. Do not list days merely as "Unworkable". 2. Enter days on which no productive work has been performed on the controlling operation(s) for reasons other than weather. 3. List numbers of contract change orders providing for time extensions. 4. Do not include nonworking days, which occur after expiration of the Extended DATE OF -COMPLETION. On contracts that are overtime, the total under WORKING DAYS shall not'. be greater than the. .total of REVISED WORKING DAYS, (line 8). After approved total of working .days has been reached, continue recording working and nonworking, days but do not add into the totals. Make statement under REMARKS. the WORKING and NONWORKING days are shown for record. only since the contract time has elapsed. 5. Time extensions other, are to be explained under . REMARKS and the followinginformation is to be included:. (a) Cause of delay and specification reference/under which approval was granted. (b) Statement as to what controlling operation or operations are being delayed and to•what extent. . (c) Dates for which the extension•was granted. (d) Reference to supporting data. ADDITIONAL REMARKS: City of Fontana CALIFORNIA April 11, 2002 Albert W. Davies, Inc. Les Davies, Vice -President P.O. Box 215 Rancho Cucamonga, CA 91729 RE: Stover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Weekly Statement of Working Days Report No. 4 Dear Mr. Davies: Enclosed for the review is the weekly statement of working days for week ending March 29, 2002. You will be allowed (15) days in. which to protest in writing the correctness of the statement; otherwise,. the statement shall be deemed to have been accepted by you as correct. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division Donald Gdula Consultant Project Coordinator Construction Enclosures: Weekly Statement of Working Days cc: Senior Civil Engineer/Construction Consultant Public Works Inspector (SB) w/enclosures www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600 A recycled paper CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue REPORT NO. TO: ALBERT W. DAVIES, INC. The following statement shows the number of working days charged to your contract for the week ending: 3/29/02 Date • Day Weather, Weather Conditions or Other Conditions • Working Day Non -Working Days Caused by Weather Working Days. , No Work Done on Controlling Operation (Note 2) 3/25/02 Mon. Sunny, Warm, and Calm 1 3/26/02 Tue. Sunny, Warm, and Calm 1 3/27/02 Wed. Sunny, Warm, and Calm 1 3/28/02 Thur. Overcast, Rain, Cool, Cool 1 . 3/29/02 Fri. Sunny, Hot, and Calm 1 Days previously reported Total days to date 5 0 0 14 0 0 19 0 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO .. Other Days this report • Days previously reported. Total days to date COMPUTATION OF EXTENDED DATE FOR COMPLETION Number of Days Numbered Day (Note 4) Date 1. First working clay designated 2. Working daysp specified in contract 3. COMPUTE DATE FOR COMPLETION(if all days specified ere workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) 1033 3/5/02 90 ................................... 1123 7/11/02 0 0 0 90 19 71 Controlling Operation(s) Sewer Construction Remarks: (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Donald Gdula/Project Coordinator 4/11/02 • INSTRUCTIONS TO RESIDENT ENGINEER 1. When recording nonworking days due to weather; state the reason why the day was unworkable when the weather description itself does not adequately describe conditions. For example, "Clear -wet grade" to describe conditions when the weather is clear, but the grade is too wet to work. Do not list days merely as "Unworkable".. 2. Enter days on which no productive work has been performed on the controlling operation(s) for reasons other than weather. 3. List numbers of contract change orders providing for time extensions. 4. Do not include nonworking days which occur after expiration of the Extended DATE OF COMPLETION. On contracts that are overtime, the total under WORKING DAYS shall not be greater than the total of REVISED WORKING DAYS, (line 8). After approved total of working days has been reached, continue recording working and nonworking days but do not add into the totals. Make statement under REMARKS the WORKING and NONWORKING days are shown for record only since the contract time has elapsed. 5. Time extensions other, are to be explained under REMARKS and the following information is to be included: (a) Cause of delay and specification reference/under which approval was granted. (b) Statement as to what controlling operation or operations are being delayed and to what extent. (c) Dates for which the extension was granted. (d) Reference to supporting data. ADDITIONAL REMARKS: City of Fontana CALIFORNIA March 28, 2002 Albert W. Davies, Inc. Les Davies; Vice -President P.O. Box 215 Rancho Cucamonga, CA 91729 RE: Stover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Weekly Statement of Working Days Report No. 3 Dear Mr. Davies: Enclosed for the review is the weekly statement of working days for week ending March 22, 2002. You will be allowed (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by you as. correct. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division Donald Gdula Consultant Project Coordinator Construction Enclosures: Weekly Statement of Working Days cc: Senior Civil Engineer/Construction Consultant Public Works Inspector (SB) w/enclosures www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600 ap recycled paper • CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue REPORT NO. 3 TO: ALBERT W. DAVIES, INC. The following statement shows the number of working days charged to your contract for the week ending: 3/22/02 Date Day Weather, Weather Conditions or Other Conditions • Working Day Non•Working Days Caused by Weather Working Days No Work Done on Controlling Operation — (Note 2) 3/18/02 Mon. Overcast, Rain, Cool, and Moderate Wind 1 3/19/02 Tue. Sunny, Warm, and Calm 1 3/20/02 Wed. Sunny, Warm, and Calm 1 3/21/02 Thur. Sunny, Warm, and Calm 1 3/22/02 Fri. Sunny, Hot, and Calm 1 Days previously reported Total days to date 5 0 0 9 0 0 14 0 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO Other Days this report Days previously reported. Total days to date .... ................... ............................ COMPUTATION OF EXTENDED DATE FOR COMPLETION Number of Days Numbered Day (Note 4) Date 1. First working day designated 2. Workingdaysspecified s ecified in contract 3. COMPUTE DATE FOR COMPLETION(if an days specified are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) so 1033 3/5/02 1123 7/11/02 0 0 0 So 14 76 Controlling Operation(s) Sewer Construction Remarks: (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are -on the reverse side. Donald Gdula/ProJect Coordinator 3/28102 INSTRUCTIONS TO RESIDENT ENGINEER 1. When recording nonworking days due to weather; state the reason why the day was unworkable when the weather description itself does not adequately describe conditions. For example, "Clear -wet grade" to describe conditions when the weather is clear, but the grade is too wet to work. Do not list days merely as "Unworkable". .._ Enter days on which no productive work has been performed on. the controlling operation(s) for reasons other than weather. 3. List numbers of contract change orders providing for time extensions. 4. Do not include nonworking days which occur after expiration of the Extended DATE OF COMPLETION. On contracts that are overtime, the total under WORKING DAYS shall not be greater than the total of REVISED WORKING DAYS, (line 8). After approved total of working days has been reached, continue recording working and nonworking Clays but do not add into the totals. Make statement under REMARKS the WORKING and NONWORKING days are shown for record only since the contract time has elapsed. 5. Time extensions other, are to be explained under REMARKS and the following information is to be included: (a) Cause of delay and specification reference/under which approval was granted. (b) Statement as to what controlling operation or operations are being delayed and to what extent. (c) Dates for which the extension was granted. (d) Reference to supporting data. ADDITIONAL REMARKS: City of Fontana CALIFORNIA Albert W. Davies, Inc. Les Davies, Vice -President P.O. Box 215 Rancho Cucamonga, CA 91729 RE: Slover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Weekly Statement of Working Days Report No. 2 Dear Mr. Davies: March 20, 2002 Enclosed for the review is the weekly statement of working days for week ending March 15, 2002. You will be allowed (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by you as correct. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division Donald Gdula Consultant Project Coordinator Construction Enclosures: Weekly Statement of Working Days cc: Senior Civil Engineer/Construction Consultant Public Works Inspector. (SB) w/enclosures www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600 recycled paper • CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue REPORT NO. 2 TO: ALBERT W. DAVIES, INC. The following statement shows the number of working days charged to your contract for the week ending: 3/15/02 Date Day Weather, Weather Conditions or Other Conditions Working Day Non -Working Days Caused by Weather Working Days No Work Done on Controlling Operation (Note 2) 3/11/02 Mon. Sunny, Warm, and Calm 1 3/12/02 Tue. Sunny, Warm, and Calm - 1 3/13/02 Wed. Overcast, Rain, Cool, and Calm 1 3/14/02 Thur. Sunny, Warm, and Calm 1 3/15/02 Fri. Sunny, Warm, and Calm 1 Days previously reported Total days to date 5 0 0 4 0 0 9 0 0 TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO Other Days this report Days previously reported. Total days to date .................... COMPUTATION OF EXTENDED DATE FOR COMPLETION Number of Days Numbered Day (Note 4) Date 1. First working day designated 2. Workingdaysspecified s ecified in contract 3. COMPUTE DATE FOR COMPLETION(ir al days specified are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) ................................. 1033 3/5/02 1123 7/11/02 0 0 0 90 9 81 Controlling Operation(s) Sewer Construction Remarks: (Note 5) (Continue on reverse) The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Donald Gdula/Project Coordinator 3/20/02 INSTRUCTIONS TO RESIDENT ENGINEER 1. When recording nonworking days due to weather; state the reason why the day was unworkable when the weather description itself does not adequately describe conditions. For example, "Clear -wet grade" to describe conditions when the weather is clear, but the grade is too wet to work. Do not list days merely. as "Unworkable". 2. Enter days on which no productive work has been performed on the controlling operation(s) for reasons other than weather. 3. List numbers of contract change orders providing for time extensions. 4. Do not include nonworking days which occur after expiration of the Extended DATE OF COMPLETION. On contracts that are overtime, the total under WORKING DAYS shall not be greater than the total of REVISED WORKING DAYS, (line 8). After approved total of working days has been reached, continue recording working and nonworking days but do not add into the totals. Make statement under REMARKS the WORKING and NONWORKING days are shown for record only since the contract time has elapsed. 5. Time extensions other, are to be explained under REMARKS and the following information is to be included: (a) Cause of delay and specification reference/under which approval was granted. (b) Statement as to what controlling operation or operations are being delayed and to what extent. (c) Dates for which the extension was granted. (d) Reference to supporting data. ADDITIONAL REMARKS: City of Fontana CALIFORNIA March 15, 2002 Albert W. Davies, Inc. Les Davies, Vice -President P.O. Box 215 Rancho Cucamonga, CA 91729 RE: Slover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Weekly Statement of Working Days Report No. 1 Dear Mr. Davies: Enclosed for the review is the weekly statement of working days for week ending March 8, 2002. You will be allowed (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by you as correct. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division Donald Gdula Consultant Project Coordinator Construction Enclosures: Weekly Statement of Working Days cc: Senior Civil Engineer/Construction Consultant Public Works Inspector (SB) w/enclosures www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600 recycled paper • CITY OF FONTANA WEEKLY STATEMENT OF WORKING DAYS PROJECT: SLOVER AVENUE SEWER IMPROVEMENTS from Poplar Avenue to Sierra Avenue REPORT NO. 1 TO: ALBERT W. DAVIES, INC. The following statement shows the number of working days charged to your contract for the week ending: 3/8/02 Date Day Weather, Weather Conditions or Other Conditions Working Day Non -Working Days Caused by Weather Working Days No Work Done on Controlling Operation (Note 2) 3/4/02 Mon. No Work Today, Survey Crew on the Project 0 3/5/02 Tue. Sunny, Warm, and Clam 1 3/6/02 Wed. Overcast, Cool, and Clam 1 3/7/02 Thur. Overcast, Cool, and Clam 1 3/8/02 Fri. Sunny, Warm, and Clam 1 Days previously reported Total days to date 4 0 ,0 0 0 0 4 0 0 'TIME EXTENSIONS CCO Numbers (Note 3) Days Approved CCO Other Days this report Days previously reported. Total days to date ..._.............. giii.iii.ii.:.:.::::,ginlii.ii.iiiim COMPUTATION OF EXTENDED DATE FOR COMPLETION Number of Days Numbered Day (Note 4) Date 1. First working day designated 2. Workingdaysspecified s ecified in contract 3. COMPUTE DATE FOR COMPLETION(if all days specifed are workable) 4. Total time extension days approved to date (CCO plus other) 5. Total non -working days to date (Note 4) 6. Sub Total (Line 4 plus Line 5) 7. EXTENDED DATE FOR COMPLETION (Line 3 plus Line 6) 8. Revised working days for contract (Line 2 plus Line 4) 9. Total working days to date 10. WORKING DAYS REMAINING (Line 8 minus Line 9) 1033 3/5/02 1123 7/11/02 0 0 0 ................................... 90 4 86 Controlling Operatlon(s) Sewer Construction Remarks: (Note 5) (Continue on reverse) Tuesday, March 5, 2002 is the first working day. The Contractor will be allowed fifteen (15) days in which to protest in writing the correctness of the statement; otherwise the statement shall be deemed to have been accepted by the Contractor as correct. NOTE: All footnotes are on the reverse side. Donald Gdula/Protect Coordinator 3/15/02 • INSTRUCTIONS TO RESIDENT ENGINEER 1. When recording nonworking days due to weather; state the reason why the day was unworkable when the weather description itself does not adequately describe conditions. For example, "Clear -wet grade" to describe conditions when the weather is clear, but the grade is too wet to work. Do not list days merely as "Unworkable". 2. Enter days on which no productive work has been performed on the controlling operation(s) for reasons other than weather. 3. List numbers of contract change orders providing for time extensions. 4. Do not include nonworking days which occur after expiration of the Extended DATE OF COMPLETION. On contracts that are overtime, the total under WORKING DAYS shall not be greater than the total of REVISED WORKING DAYS, (line 8). After approved total of working days has been reached, continue recording working and nonworking days but do not add into the totals. Make statement under REMARKS the WORKING and NONWORKING days are shown for record only since the contract time has elapsed. 5. Time extensions other, are to be explained under REMARKS and the following information is to be included: (a) Cause of delay and specification reference/under which approval was granted. (b) Statement as to what controlling operation or operations are being delayed and to what extent. (c) Dates for which the extension was granted. (d) Reference to supporting data. ADDITIONAL REMARKS: aaaMeaEatarnaYIIMUS Owing S Fao Rabppmrdrryb Mmbcleatran aids ntdsept pbuM Eesn den by 914 prebd IV15.5 polo W doe brat Ram .Ti ma. of COL rodsMdiv Pry.% vtlrntlry Caen. Clint* Ran6xb 4r r2.lecb OWL S CsMS PMnO daft* ST 11dd Mopfno W-t welt. N4n4 and war 17nT i CA Ced Jay 9h Reed Ca Wnspwwoodnamiodaepfffu xd mind dhfccab+Ywnwd Qabp S Faes RNocatioiuggYr b aNnmRoeeadem64.0 Sgslp CMuaxobsdon UM, nloe•-••-_•-'- •• den byWM pad p9da bd..11,14Avbkna by I 203. Comma Clot. SeodSbm DratnAnpa bSbraJ.nonth rdelay Folds 111b4 Rrbp6am -tale wr Nun N Ca e:hug Nirb SYe •Saari ONosPniptid5/24.per dbysl b W1SRI- Sd apart 11601 UQF obpbnpa aM eNr old oar- ?Immix Rawl CaasuBoanM rammed ampodim adna'sddlW.*/*sm. a \Mle s-biayea.•dTrOr..Mpa-asaar. abbsermp-N Fe.RM4Paaeeslear.an.@6A1 Fa ba. b di fi.r. ppn9�sa W �. p+9 asala grrree. m preyawgar�apasim COMPUTE =RCM Meta r F.m11 bmdl CORM (=A[il .401 w61 lAl Har eaR 114.1 • geri o}%: LD KING; FROM MINOLTA RUG-131062 3L:22 88/13/2882 e9:38 389-9414315 2193 W. FaathiI Blvd. UMend. c* 91Te6 - 909 937 0202; Aug-1 2 9:15AM; Page 4/4 (TUE)AUG 13 2002 13 : T.13:4ti/No, buu mayoo r 4 ALBERT w.DAV1ES. INC. • 909 989 0754 P.02/03 PAGE U3 HOLLIDAY ROCK Holliday Rock Colton Hot Plant Telephant 800.98Z-1553 Fox9094404316 Geer k, "c2174R4000 01gil Trial Pounds % od Ag,. % of Mix , AR4000 106 5.6% 5_3 0 3/4" Bin 0 0% 0.0"!a 1 /2' Bin 530 28% 26.5% 318" Bin 608 32% , 30.3% Sand Bin 758 40% 37.9% (Total ` 2000 . 100% _ 100% Gradations or Ira W E w a d Wan �2 lop E1 7 lop akEill111.11E111 it'II iLMII CSIMMINE UM WOE M 71 IMAM M »r MIIFMwriaws uamosiinffim millMU7M MEAN INIIIIME 11•11111 MU 1 Er:'i 1a3.1i 1m1Ealll 0 MIKIIIM:r: rIELIIIIMENIII0 »EN =LIM MEM 12 OSto11 102020 0 Holliday Companies MU OAR] 9 Sent By: LD KING; FROM MINOLTA i IUTA-L4=11d S 1 % 22 06/13/2062 8900 • 9®9-9t9-6315 2193 W. F006 0 Blvd. Wer4. CA wee 909 937 0202; Aug- 2 9:15AM; Page 3 (TUE)AUG 13 2002 13; T. 13 ; 46/N0.6307179956 P 3 ALBERT W.DAVIES, INC. • 909 989 0754 P.03,03 u�yy ( egg% cod Holliday Rock Telephone 00 482.1553 Fax 90g-91v66316 Campus Hot Plant Green eziA, h C2J AR4000 Materiel Pounds % cif ARM ' % of Mix AR4000 ' 104 5.5% 5.2, �, 112" Bin 436 23% 21,6% 3/8" Bin 664 35% 33.2% Total 2000 100% 100% 4radatlons _ ,-; i- MEMOS yi pia• w r ; , =111F 100 =kali - 1 IX RwEj 100 100 i■�'—�►►°�Mr'r, MIAMI 100 'T' .r/ n !MESA." MIME MEM 1 28 l i l E 95 .• 100 82 }- 72 . 8 04 1110111111i3MS0 36 99 54 .60 OFZEEMI 0 - 20 immi ��... l;w�rr Emill-U wi16 tAMMI.'IMMI IMIE-IIIMIIIMINIMAIMMEMNIKIIIN EMEAMMIIIIIMIIINIC= 9100 0 MOM INIILLIMI 0 MON wriaamarammtwm VINEJOIN a 111E2101111E111 40 28 1e7 0 0 Ma. 7 2•7 IWOMMEIOMOMMOM 35% d I 41, -72 �a 1 1 Holliday Companies Mix OAR19 riTto 13 07 P. 1 TRANSMISSION REPORT Account Name . DESTINATION : 99370202 DEST.NUMBER : 99370202 F CODE PAGES RESULT : 4 sheets : OK (TUE) AUG 13 2002 10:13 MINOLTA DOCUMENT# TIME STORED TIME SENT DURATION MODE, : 6307179-950 : AUG 13 10:12 : AUG 13 10:12 : 47sec : ECM City of Fontana Engineering Division Special Projects 8353 Sierra Avenue Fontana, CA 92335 Phone: 909-350-7632 Fax; 909-350-6618 Fax Cormunicalions To: Steve Nix From: Don Gdula Fax: 9-937-0202 Date: August 13, 2002 Phone: 9-937-0200 Pages: 4 AUG-13-2002 11:22 PleiRT W.DAVIES, INC. gs 909 989 0754 P.01/03 ALB I.11 W. DAVIEM , INC. GENERAL ENGINEERING CONTRACTOR (909) 989-3714 • LICENSE #370846 • FAX (909) 989-0754 August I3, 2002 Mr. Donald Gdula Engineering Dept. City of Fontana 8353 Sierra Avenue Fontana CA 92335-3528 Phone 909 350-7632 Fax 909 3 50-6618 RE: Slover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue BID No. SB-67-01 Dear Mr. Gdula, Enclosed is the submittal for the asphalt mix Vance Corp. is proposing to use for overlay on Slover Avenue east of Sierra Avenue. Please rush the approval as this is on schedule for Thursday, August 15th to be overlaid. Sincerely, —7/1ZCA41) Lester A. Davies P.O. BOX 215, 91729-0215 8737 HELMS AVENUE, 91730 - RANCHO CUCAMONGA, CA 'AL3G-13-2002 11:22 911ERT LJ.DAVIES, INC. • 909 989 0754 P.03/03 08I1S/2002 09:38 909-9a 15 HOLLIDAY ROCK roc 2193 W. Foothill Blvd. Upland, CA 91786 Holliday Rock Telephone 909-982-1653 Fax 909-949-6316 Campus Hot Plant Green Book, "C2"AR4000 Material Pounds % of Agg. % of Mix AR4000 104 5.5% 5.2% 3/4" Bin - 0 0% 0.0% 1/2" Bin 436 23% 21.8% 3/8" Bin 664 35% 33.2% Sand Bin 796 42% 39.8% Total I 2000 _ 100% 1 100% Gradations SIeva Size - 314" 112" 318" Sand Corn). , Specs 100 1" 100 100 100 100 100 314" 79 100 100 100 100 100 1/2" . , 4 84 100 100 96 86.100 316" 1 26 97 100 _ 82 72 - 88 g4 1 2 35 99 54 46.60 08 0 2 5 90 40 28-42 #16 0 0 Z 65 28 #30 0 0 0 43 18 15 - 27 050 0 0 0 28 12 10 - 20 0100 — 0 0 0 16 7 #200 0 0 0 10 4 2.7 % of Mix 0% 23% 35% 42% 100% Holliday Companies Mix #AR19 TOTAL P.03 'AUG-13-2002 11:22 9diipT W.DAVIES, INC. 909 989 0754 P.02/03 89/13/2002 09:39 389 -9481iik5 HDLI_SDAV ROCK • PAGE 03 2193 W, Foothill Bivd, Upland, C.A, 91786 Holliday Rock Telephone 909-982-1553 Fax 909-949-6315 Colton Hot Plant Green Book. "C2"AR4000 Material Pounds % of Agg. % of Mix AR4000 106 5.6% 5.3% 3/4" Bin 0 0% 0.0% 1/2" Bin 530 28% 26.5% 3/8" Bin 606 32% 30.3% Sand Bin 758 40% 37.9% Total 2000 100% 100% Gradations Sieve Size 314.. 1/2" 318" Sand Comb. Specs 100 1" 100 100 100 100 , 100 3/4" 98 100 100 100 100 100 112" 28 95 100 100 99 95 to 100 318" 8 45 98 100 84 72 to 88 04 3 3 45 97 54 46 to 60 88 2 - _ 2 9 68 39 .28 to 42 816 0 0 5 67 28 /130 0 0 1 48 20 95 to 27 850 0 0 0 30 12 10 to 20 #100 . 0 0 0 14 6 8200 0 0 0 9 4 2 to T % of Mix 0% 28% 32% 40% 100% Holliday Companies Mix OAR.19 Sent By: LD KING; FROM MINOLTA 909 937 0202; Aug-1 9:15AM; Page 1 (TUE)AUG 13 2002 13:4 T.13:46/NO.6307179056 P 1 Fax To: Roc 9.937-0202 City of Fontana Engineering Division Special Projects 8353 Sierra Avenue Fontana, CA 92335 Phone: 909-360-7632 Fax: 909.350-6618 G,�Jt-�- from Doter August 13, 2002 Phone: 9-937-0200 Pages: 4 Re: Material submittal a Umbel 17 For Review Please Comment a Please Reply O Memo Recycle Sent By: LD KING; • 909 937 0202; Aug- 2 9:15AM; Page 2 FROM MINOLTA (TUE)AUG 13 2002 13: ST.13:46/N0,6307179966 P 2 WU-1s-411:22 AI.BERT W.DAJIE5, INC. 909 989 0754 P,01/03 ALBERT W. DAVIE S , INC . GENERAL ENGINEERING CONTRACTOR 19091 989-3714 LICENSE 037084 FAX 1909) 989-07Sa August 13, 2002 Mr. Donald Gdula Engineering Dept. City of Fontana 8353 Sierra Avenue Fontana CA 92335-3528 Phone 909 350-7632 Fax 909 350-6618 RE: Slover Avenue Sewer Improvements from Poplar Avenue to Sierra. Avenue BID No. SB•67-01 Dear Mr, Gdula, Enclosed is the submittal for the asphalt mix Vance Corp. is proposing to use for overlay on Slover Avenue east of Sierra Avenue. Please rush the approval as this is on schedule for Thursday, August 15t to be overlaid. Sincerely, erA'‘'CD Lester A. Davies fftw rwv -I.e• .1..•e• •6 - n-!Ax47 ..dCe Ye A1-77n - 11". Jf1 ICI•/1A A f- P. 1 TRANSMISSION REPORT Account Name :. DESTINATION : 99370202 DEST. NUMBER : 99370202 F CODE PAGES RESULT : 3 sheets : OK (TUE) AUG 13 2002 15:18 MINOLTA DOCUMENT# TIME STORED TIME SENT DURATION MODE : 6307179-958 : AUG 13 15:17 : AUG 13 15:17 : 40sec ECM City of Fontana Engineering Division Special Projects 8353 Sierra Avenue Fontana, CA 92335 Phone: 909-350-7632 Fax: 909-350-6618 Fax Commuricadons To: Steve Nbc From: Don Gdula Fax 9-937-0202 Date: August 13, 2002 Phone: 9-937-0200 Pages; 3 NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be enticed to a reasonable sum for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate o1 one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor if there is any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (ebb) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto. CA 92376 LITTLE ROCK PLANT #5 7749 E. Ave.'T" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351'k Construction Circle West CA SOLD TO , SAL{CEP W./O SIERRA fINTANA DATE P.O. # CONTROL # THIS IS NOT A TICKET NO. rTICKET # IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 PLANT ACCT./JOB TONS PRODUCT # COMMODITY INFORMATION GROSS TARE ION i i i-1 CARRIER TRUCK # TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER NET WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY DEPUTY WEIGHMASTER INSPECTORS COPY TONS FWD. TOTAL TONS LOAD NO. DRIVER GROSS & TARE ❑ ON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BYCrD X CUSTOMER BYRECrD X • • • H w U _ I- I} w J w 0 • H J 2 0 to • Q w 1— • a • 7 O d) • 'a tp .UUlca.. Materials Western 3200 SAN ALL SALES AND DELIVERIES MADE SUBJECT TO VULCAN'S GENERAL TERMS AND CONDITIONS. EXCESS WEIGHMASTER CERTIFICATE STAND-BY AND/OR DUMPING TIME WILL BE CHARGED. AS EVIDENCED BY SIGNATURE, DRIVER/CARRIER IS THIS IS TO CERTIFY the following described commodity was weighed, RESPONSIBLE FOR THE ACCURACY OF THIS VEHICLES TARE WEIGHT. THE DRIVER/CARRIER WILL NOTIFY measured, or counted by a that the follow whose signature is on this certificate, weighed, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing Company SHIPPER/CONSIGNOR IF THERE IS ANY CHANGE IN LIGHT WEIGHT DUE TO CHANGES IN EQUIPMENT, with Section 12700) of Division 5 of the California Business and Professions Code, FUELING, ETC. CALIF. B & P CODE SECTION 12722 A & B. administered by the Division of Measurement Standards of the California Division SEE REVERSE SIDE FOR HEALTH HAZARD WARNINGS, MITED WARRANTY, WARRANTY DISCLAIMER AND Department of Food and Agriculture. 0 r r UNLOADING RELEASE. .1 Tr i O r FERNANDO ROAD CONTROL I.D. NO. r ,, TRUCK NO. TRUCK TYPE TIME IN TIME OUT LOS ANGELES, CA 90065 f , ( x f/�a�f/'. RECEi r ,fie% PLANT TICKET NO. DATE ORDER NO. P.U.C. ZONE VULCAN MATERIALS COMPANY WEIGHMASTER DEPUTY BY LOAD NO. MILES CUSTOMER NAME AND NUMBER L CUSTOMERS P.O. NUMBER DRIVER GROSS AND TARE ON X OFF JOB ADDRESS MAP REFERENCE DELIVERY. INSTRUCTIONS TRUCK I.D. NO. TRAILER I.D. NO. TRAILER I.D. NO. emrtkr PRODUCT CODE -' PRODUCT DESCRIPTION QUANTITY * • ARRIVE JOB START UNLOAD FINISH UNLOAD RETURN PLANT DRIVER NO. JOB TIME DELAY TIME TOTAL TRIP COMMENTS - REMARKS C.O.D.'S UNIT PRICE AMOUNT ORDER TOTAL - TAX TOTAL INSPECTOR'S COPY * ALL WEIGHED QUANTITIES IN TONS OR MEGAGRAMS. LOCATION AS PER FRONT OF TICKET ) STREET ADDRESS 8 PRODUCTION AREA WESTERN DIVISION OFFICE PHONE NUMBER: - (323) 258-2777 CENTRALINORTHERN CALIFORNIA REGION -ASPHALT PLANTS f 17- WHEELER RIDGE(661)858-0108 ) 20 - BAKERSFIELD (661) 834-0130 " 21 - LEMONCOVE (559) 564-3336 25 - FRIANT (559) 434-0450 27ROCKFIELD(559)434.8341 --- --• _ ...__. 28 - SANGER (559) 787-2592 29 - PLEASANTON (925) 846-5125 30- ROSEVILLE (916) 773-3968 32 - GRASS VALLEY (530) 273M37 77 - ROSEVILLE - GUARDTOP (916) 773-3988 CENTRAUNORTHERN CALIFORNIA REGION - AGGREGATE PLANTS 1 - PANAMA LANE (661) 835-4800 .11 - FRIANT (559)-434-1202 , -13 - SANGER (559) 787-2534 15 - PLEASANTON (925)1346.28521(925) 846-1777 - - 16 - WHEELER RIDGE (661) 858-0106 . 24 - SAN EMIDIO (661) 858.2673 "SAN DIEGO REGION - ASPHAC(1PLANTS 36 - MISSION VALLEY (819) 291-1440 37 - PALA (760) 742.10084 `. • I 38 - CARROLL CANYON (858) 693.6201 SAN DIEGO REGION - AGGREGATE PLANTS 22 - MISSION VALLEY (619).298-0551 PROD. AREA 37-W 23 - PALA (760) 742;3800` PROD„ AREA 37-A - • 26 = CARROLL CANYON (858) 566-2730 PROD. AREA 37,-M 27- SLOAN CANYON (619)440.2363 35 - POWAY (858) 530.9959 PROD. AREA 37-UL LOS ANGELES REGION -ASPHALT PLANTS 48 - SOLEDAD CANYON (e61) 252.1010 49 - SIMI (805) 520-7520 50 - SUN VALLEY (818) 7674 51 - SATICOY (805) 647.11e 5.3 - PALMDALE (661) 533-21 55 -.EL TORO (949) 454.1771 56 - SANTA ANA (714) 546-01 61 • IRWINDALE (626) 3,34- 1 62 - SAN BERNARDINff009 64 - CORONA (909) 37171741 66 - LOS ANGELES (323) 26q1 • 67 - CLAREMONT (909) 626-1 69 - ORO GRANDE (760) 245 70 - ROMOLAND (909) 928.01 79 - DURBIN - GUARDTOP LOS ANGELES REGION • AOl 2 —SUN VALLEY (818) 983-0 .... 4 - PALMDALE (661) 533-213 5 - RELIANCE (626) 856.614'; "!. 8 - DURBIN (626) 856-6151 1 9 - UPLAND (909) 982-8514 /I 10 - SAN BERNARDINO (909) 13 - SATICOY (805) 647-1121 •719 - CORONA (909) 278-3077 RECYCLE PLANTS ...' 22 - MISSION VALLEY RECY 3 85 :-WILDLMINGTON RECYCLE `-. 86 .SUN -VALLEY RECYCLE (8 86.- SAN BERNARDINO RELY# 87 PLEASANTON RECYCLE S HEAL BREATH • -Prolonged and repeated •' The International Agenc ,2carcinogen based on an cancer in workers. Risk _; _. ,., Yir ,,, uuietwll at101evel or exposure. • Crystalline silica is known to the State of California to cause cancer. •• Silicosis or lung cancer can result in permanent injury or death. 4501 Sabodan, Mettler, CA 93301 8517 Panama En., Bakersfield, CA 93311 24325 Lomitas Dr., Lemoncove, CA 93244 11599 N. Friant Rd., Fresno, CA 93720 13475 N. Friant Rd., Fresno, CA 93728 - • - • 17041 E-Kings,Canyon Hwy., Sanger, CA 93857 52 El Charro Rd.. Pleasanton, CA 94588 ` 9800 Del Rd., Roseville; CA95747 ; 11825 La Barr Meadows Rd. Grass Valley, CA 95945 9800 Del Rd., Roseville, CA 95747 8517 Panama Ln., Bakersfield, CA 93311 -- -. - 11599 N. Friant Rd.. Fresno, CA 93720 1 17041 E. Kings Canyon Hwy., Sanger, CA 93657 50 El Charro Rd.. Pleasanton. CA 94588 : i 4501 Sabodan, Mettler.CA 93301 " 10101 HWY 166, W. Old River Rd., Bakersfield, CA 93313 8150 Friars Rd.. San Diego, CA 92168 HWY 78 East of 1.15, Pala Ind. Res.. Pala, CA 92059 10050 Black Mtn Rd., San Diego, CA92126 5745 Mission Center Rd., San Diego, CA 92108, HWY 76 East of 1-15, Pala Ind. Ras., Pala. CA 92059 10051 Black Mountain Rd., San Diego. CA 92126 3605 Dehesa Rd.. EI Cajon, CA 92109 13501 Kirkham Way, Poway, CA 92064 LICA, NJURY Icosis.- r stalline`silica as a human silica can cause lung- • See the Material Safety Data Sheet before using or,handling this product for. detailed information Including appropriate respiratory protection. . . _. - • FDR ASPHALLUSERS' I al • C.3ntact with heated materta!will cause thermal bums • Fumes, mists, or vapors front this product may cause eye, skin, or respiratory irritation. • For detailed Information, for the appropriate product, see the MSDS before' using or handling this product. 6 I LIMITED WARRANTY AND WARRANTY DISCLAIMER Vulcan, Materials Corppany, Western Division ("Vulcan") warrants for a'period of one (1) year front( date of delivery only that the materials delivered pursuant to this delivery ticket suustantially comply With Vulcan's specifications for said materials. VULCAN HEREBY EXCLUDES ANY AND ALL WARRANTIES OF MERCHANTABILITY AND ANY AND ALL WARRANTIES OF FITNESS FOR ANY PURPOSE; AND ALL, OTHER .! WARRANTIES, EXPRESS OR IMPLIED. In addition, Vulcan makes no warranty whatsoever with respect to whether any -aggregate is Innbctious or deleterious, contains non -reactive aggregate, or whether. any of said materials are in conformance with any plans, specifications, regulations, ordinances, statutes, or other standards applicable to Customers job orto'sald materials as used by Customer r' { UNLOADING RELEASE Vulcan is not responsible (or damage inside curb or property line. In consideration of the delivery Hof materials to a place designated by its ' Customer,, Customer shall release, indemnify, defend,and hold harmless Vulcan and its agents and employees from all liability and claims"for :' damage to sidewalks, driveways, curbs. roadways. buildings, vegetation or other property resulting from said delivery. Customer assumes lull responsibility for damage to all real and personal property._..' information about 0 E • i i 410 I5I DAY ROCK CO. INC. L . 64031 TICS Its agreed between Buyer and Seller that sale was consummated and li ssed at the potent site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on material only. Transportaton charge for this materiel is made by licensed independent truck operators at Public Utilities Commission rates and .. subject, it applicable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect suns due under this contrad, purchaser agrees to pay and Holliday Rock Co., Inc. shell ; be entitled to a reasonable sum as and for collection costs end attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the,' date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). . As evidenced by signature, driver/carrier's responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor it there is any change:' in light weight due to changes in equipment, fueling, etc. Card B & P Code Sedan 12722 (a&b) - SOLD TO aLBERT tl. Dt74.0 17: E R. ; CYPlt { t ...+ l , ,cJ ,C- ,WEIGHMASTER CERTFICATE This is to certifiy that the following dee$scPbed'cbrpmodity was'weighed;fineasure(por counted by_•aweighmaster, whose signature is on this certificate, 'who 'is'a recognized Authority' of`aECuraCy,'as prescribed' b'y'Chapter 7 (commencing with Section 12700) of Division 5 of the Califomia Business and Professions Code administered by'the--. Division of Measurement Standards of the Califomia Department of Food and Agriculture. - BY HOLLIDAY ROCK CO. INC., ACCT./JOBS' TRUCK TONB .# PRODUCT PRODUCt INFORMATION 11,7) 0. 00 f.',. fu;n 22' Ih; 318 t 160 1 W 1/2 11E0 1h5 14 1010 1h5 Oil 1 312 It;s AIMS! G`i-iRIS OR1FFt?ICI • INSPECTOR'S COPY 00 WEIGHMASTER CARRIER;; GROSS TARE NET' DEPUTY TONS FWD. 2G3.5�i TOTAL TONS` APPROVED DRIVER REC'D X BY LOAD NO. _.:. DRIVER ❑ ON ❑ OFF LEAVE PLANT ARRIVE JOB JOB E DELAY TIME CUSTOMER REC'D X BY H.OLLI DAY :ROCK CO. INC. SOLD TO ACCTJJOB' ¶LOVE `'. & CYPRESS • _ . 64032 .. TICE: It is agreed between Buyer and Seller that sale was consummated and t ssed at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, it applicable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect suns due under this contrad, purchaser agrees to pay and Holliday Rock Co., Inc. shall _ be entitled to a reasonable sum as and for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment's due at the ratelof one and one-half percent (11/2%) per month (18% per annum). As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle's Tare weight The driver/carrier will notify shipper/consignor it there is any change in light weight due to changes in equiprnent, fueling, etc. Card B & P Code Section 12722 (a&b) \_ WEIGHMASTER CERT•FICATE , .:'. This is to certifiy that the following descricidd`cOmmodity was weighed, measured, 'or counted b 'a weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 nl (comenang with Section 12700) of Division 5 of the Califomia Business and Professions Code administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY DEPUTY HOLLIDAY ROCK CO. INC., WEIGHMASTER TRUCK r m,.' TONS -1 PRODUCT PRODUCT INFORMATION CARRIER t-00.O 14.137 : 91110 1 bs vet. 2aio 1l►4 112 -2Th3 lip: 3/4 Etet) Oil 14 1bs CJI TYPE 13 3/4 MIX 11 Ton Cl1R1 > GRIFFE.l'"1 INSPECTOR'S COPY LIC. NO. GROSS TARE NET TONS FWD. TOTAL TONS >r. LOAD NO. DRIVER ❑ ON ❑ OFF LEAVE PLANT 'ARRIVE JOB LEAVE DELAY TIME APPROVED DRIVER REC'D X BY CUSTOMER REC'D X BY . H 0 L L I DAY __ NOTICE: It is agreed behveen Buyer and Seller that sale was co mmated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant 11111 and subject to sales tax on matenal only. Transportation charge for ' material is made by licensed independent truck operators at Public Utilities Commission rates and • '' ' L - 6391.9 subject, if applicable, to transportation tax only. ROCK CO. INShould any litigation or other collection effort be necessary in order to collect sumdue under this contract, purchaser agmes to pay and Holliday Rock Co., Inc. C• be entitled to a reasonable sum as and for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). s shall f.' As evidenced by signature, driver/carder is responsible for the accuracy Of this vehicle's Tare weight The driver/carrier will notify shipper/consignor if there is any change.: • in light weight due to changes in equipment fueling, etc. Card B & P Code Section 12722 (a&b) • - WEIGHMASTER CERTFICATE I!SOLDT9! CI. t)fl ES 1....OVE1-1 AHD r laIS r- 6 ACCT./JOBi1; TRUCK TONS PRODLJCT:•'; PRODUCT INFORMATION;Ht.i4ait...fltit2•11iti.Ini!•:;N.lij];!,:p,7. This is to certifiy. that the following described commodity was iweighed-,measuredhon counted t by aiweighnpster, whose signature is on this certificate,'•Who Is, a 'recognized authority COI aPcurac9,, as prescribed b)t Chapter 7— (commencing with Section 12700) of Division 5 of the California Business and Professions Code administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY HOLLIDAY ROCK CO. INC., WEIGHMASTER CARRIER DEPUTY 1;4,, 1.:1 • • • 20.'00 94 . 1&me roa, Side- Lior-7-2,214- (2:54-Z,V) 12.04---04 otc\ ?WO lin 11,5 :1740 I bz 3470 1bi 1042 its TYPE 13_ 3,14 11(.1X 1%1 CI-11VIS t31,t.11F LH- INSPECTOR'S COPY LIC. NO. GROSS TARE NET TONS FWD. TOTA TONS LOA NO. DRIVER EON 0 OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER REC'D BY CUSTOMER REC'D y BY _HOLLIDAY ROCK CO. INC. • • 65190 NOTICE It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price o1 this material has been quoted F.O.B. our plant - and subject to sales tax on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. Should any !"ligation or other collection effort be necessary in order to collect suns due under this contract, purchaser agrees to pay and Holliday Rock Co., Inc. shall be entitled to a reasonable sum as and for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor iT there is any change in light weight due to changes in equipment, fueling, etc. Card B & P Code Section 12722 (e&b) SOLD' TO f I.Ji_i_ t PL.}.'.r?R1" 0 DAVIFS CITRUS AHD =Lot}I R WEIGHMASTER CERTFICATE This is to certifiy that the following described .cormoditywas. weighed, measured ;or counted by weiggt)master, whose signature is on this certificate,f authority.*of!accur:as prescribed:bylChapter 7 • (commencing with Section 12700) of Division 5 of the Califomia Business and Professions Code administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY DEPUTY HOLLIDAY ROCK CO. INC., ACCT.(JOB: : ; TRUCK; t „ TONS `, PRODUCT PRODUCT INFORMATION r.5 a OCT 19. t.36 SfiM 9390 iin 3/8 5020 lb; 1/2 4510 lbs 314 : i lbs DD11. 1 119 1b t j INSPECTOR'S COPY CHRIS OltIFr"k:r-`! 71 f1RmI,) 1' n WEIGHMASTER CARRIER LIC. NO. 1) WY/./7 DRIVER ❑ ON ❑ OFF LEAVE PLANT JJOBIVE LEAVE DELAY TIME APPROVED DRIVER REC'D X BY CUSTOMER REC'D X BY • HOLLIDAY ROCK CO. INC. HULL 1 L}I 1 • • SOLD TO - . 65175 NOTICE It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on matenal only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, it applicable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and Holliday Rock Co., Inc. shall be entitled to a reasonable sum as and for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). _ As evidenced by signature, driver/carrier is responsible for the accuracy of this "vehicle'sjTe"ne,weight.. The rivgi%came vsf otifyhhi er/consignor Q there' any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) �" " 7" '-" ` WEIGHMASTER CERTFICATE C 11 R1I 3 . ✓r1I'4D SL_OVEgR This is to certifiy that the following described commodity was weighed, measured, or counted by a weighmaster, - whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7, (commencing with Section 12700) of Division 5 of the Califomia Business and Professions Code administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY DEPUTY HOLLIDAY ROCK CO. INC., WEIGHMASTER ACCT./JOB ;,,:TRUCK TONS PRODUCT PRODUCT INFORMATION CARRIER 141119 ,3i11 1/2 3/4 Oil 1 6130 165 3414 11.r5 2950 165 2&1%il l te3 Eea 1bi :la O 1'1111 :i g/ft . PIF:t3 f11-1c C 3'c>rl C.3-111xS ORIFFF 1'1 INSPECTOR'S COPY 5GLP LIC. NO. f F 'Yq w GROSS TARE NET TONS - FWD. 6 a/5 TOTAL TONS 6, Q LOAD NO. 1 DRIVER D ON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE DELAY TIME APPROVED DRIVER REC'D X BY CUSTOMER REC'D X BY HOLLIDAY ROCK CO. INC. SOLD Ta(11' SLOVER CYPRESS TICE It is agreed between Buyer and Seller that sale was consummated end tsed at the plant site. The price o1 this material has been quoted F.O.B. our plant and subject to sales tax on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, it applicable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and Halliday Rock Co., Inc. shall be entitled to a reasonable sum as and for collection costs end attorneys tees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier' responsible for the accuracy of this vehicle's Tare weight The driver/canier will notify shipper/consignor if there is any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) WEIGHIMASTER CERTFICATE This is to cirty that the following describ€d commodity was 1wel�hed, measured,'or counted by'a tvelghmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY HOLLIDAY ROCK CO. INC., WEIGHMASTER DEPUTY ACCT.iJOB' TRUCK TONS -$PRODUCT; PRODUCT INFORMATION CARRIER WO. O. R-tQj ice. (3k) SARI) 4 %13 I tis 112 2 o 1hs 3/4 21k>o tit - oil 1 624 Ib_ 1t=ttlT YPE I:1 3 I 11 X 11 Ton CHFtl i 1 1-UF FEH INSPECTOR'S COPY LIC. NO. GROSS TARE NET TONS FWD. TOTAL TONS I '7 LOAD NO. DRIVER ❑ ON ❑ OFF LEAVE PLANT JOB JLOB E DELAY TIME APPROVED REC'• DR BY X" CUSTOMER REC'D X BY ROCK CO. INC. -1'--- "..,.- 7 ' - • - 1 i • ' i . • ...65284T HOLLIDA„ N.T.E,„,. agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.C.B. our plant ••: • and subject to sales tax on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and _ E I . .., , DAY t, - • .. ,,,,,-,,,tt•f•-• subjecLifepplihable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and Holliday Rock Co., Inc. shall be entitled to a reasonable sum es and for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). • As evidenced by signature, driver/canier is responsible for the accuracy of this vehicle's Tare weight The driver/carrier will notify shipper/consignor if there is any change . in light weight due to changes in equipment fueling, etc. Calif B & P Code Section 12722 (a&b) . . .... , .•, , _ WEIGHMASTER CERTFICATE SOLDTO, nil' 7 to 'airtifly that the following d4solitipcitiirpmodity was1,34igheg4rporapura:ctior counted bY,Fpielgtrriaster, whose sigriature is on this certificate,' who is a recognized authority of"aocuracy,- as prescribed "bi-Chapler 7 (commenang with Section 12700) of Division 5 of the California Business and Professions Code administered by the (11...13EliT ))1:11,/ I FEB ;10 - Division of Measurement Standards of the California Department of Food and Agriculture. • r T fltslf.t E 1-Z BY HOLLIDAY ROCK CO. INC., WEIGHMASTER DEPUTY r.:.7ACCT.7..191171...,ft..;413MTRUCK :1,11t1:i.701:4in:71-0N$W.PRODUCT0117#4:471' R. RODUCT,INFORMATION CARRIER cr I 0(7) 1 SAW ezm Its 3/8 leo I bs 1/2 10r:fd 143 314 1020 ihs nil 1 .303 lb! 0. 0 • 111-14 TYPE Ei el 4 i4X. ht To n ems EiRIFFEM • INSPECTOR'S COPY GROSS TARE NET TONS . • FWD. TOTAL TONS LOAD : NO. DRIVER 0 ON. 0 OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER REC'D x BY CUSTOMER:', REC'D BY A t't pyri. // /;.: HOLLIDAY ROCK CO. INC. • 65263 NOTICE It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. • Should any litigation or other collection effort be necessary in order to collect suns due under this contract, purchaser agrees to pay and Holliday Rock Co., Inc. shall be entitled to a reasonable sum as and for collection costs and attomeys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carder is responsible for the accuracy of this vehicles Tare weight. The driver/carrier will notify shipper/consignor if there is any change in Tight weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (aft) WEIGHMASTER CERTFICATE SOLD TOM- HLil_L_ 1 I)F1 ALI.3I._RT I:.i DAV ES ,7(."IIIIIP 3 • CITRUS flND. BLO'JER This is to certifty that the following described commodity was, weighed, measured, or counted by' a weigg,hmaster, whose signature is on this certificatel*uhcf is(a-tecognized Ratithority' of (accuracy, -'as prescribed, b Chapter 7 (commenting with Section 12700) of Division 5 of the California Business and Professions Code administered by the Division of Measurement Standards of the Califomia Department of Food and Agriculture. BY DEPUTY HOLLIDAY ROCK CO. INC., WEIGHMASTER p ACCT(JO, .. t..C..r TRUCK.;; i . 20. 00 1!.3.¶)5 • Flit/1!) 5310 Ins 318 0310 IhK 1/2 26-40 Ina .lac 2.380 Ins fail i 77228 Ins TpNsa= PRODUCT PRODUCT'' INFORMATION f'1 f-1i24+2 TYPE U 3i at MAX. • N Ton CHRIS GRIFFEN INSPECTOR'S COPY CARRIER_ ,-i LIC. NO. tr GROSS TARE NET TONS FWD, TOTAL TONS LOAD NO. DRIVER ❑ ON ❑ OFF LEAVE PLANT 'ARRIVE JOB JOB E DELAY TIME APPROVED DRIVER REC'D X BY CUSTOMER BYRE��° / '~ HOLLIDAY ROCK CO. INC.. • � _.: 65249 SOLD TO NOTICE It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on matenal only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, it applicable, to transportation tax only. - - - Should any litigation or other collection effort be necessary in order to collect suns due under this contract, purchaser agrees to pay and Holliday Rock Co., Inc. shall be entitled to a reasonable sum as and for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor if there is any change in light weight due to changes in equipment; fueling, etc. Card B & P Code Section 12722 (a&b) WEIGHMASTER CERTFICATE OH't AL 3ERT t..t DAV 1:ES .50134209 CITHUSAND `$LOVER This is to gertifiy that the following described commodity was weighed, measureq,,.or countep. by, a weigghmaster, whose signature is on this certificatal,^'Wvtio; is}a:'aecognrzed'aitthoritif, kf(f accurkc+yr'as prescnbedidy:'Chapter 7 .. (commencing with Section 12700) of Division 5 of the Califomia Business and Professions Code administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY HOLLIDAY ROCK CO. INC., WEIGHMASTER DEPUTY ACCT/JOB' TRUCK TONS,, PRODUCT PRODUCT INFORMATION CARRIER' r�1L�a tf) - t 8., r' ! 11114-1'.?! SAND FRS(( i1)E 318 3z`:l 1bs 1/2 3Y1O Ib 31% 3O71 11;: Oil 1 9.3 14s 'PIPE 11 3/4 il()( l'�i 1'r311 CHF:Ic OFFTi"1=E:I'1 INSPECTOR'S COPY LIC. NO.'/ r GROSS sy _1, ,.."2 TARE NET TONS FWD. TOTAL TONS LOAD NO. DRIVER ON ❑OFF LEAVE PLANT JOB LEAVE OB E DELAY TIME APPROVED DRIVER REC'D X BY CUSTOMER REC'D X BY HOLLIDAY ROCK CO. INC. • • SOLD TO lLBERT W. DA IEt CITRUS AND SL.O')E€-t --; 65213 NOTICE It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on matenal only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and Holliday Rock Co., Inc. shall be entitled to a reasonable sum as and for collection costs and attorneys fees, whether or not litigation s pursued. Payments due and unpaid shall bear interest from the • date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor if there is any ghange in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) WEIGHMASTER CERTFICATE This is to 5ertifly that the following des tjbed tcorrtmodity was;weighe� edIZy Ircieasur,•'or counted a•weighmaster, whose signature Is on this certificate,' who" is a recognized 'airittority- of •accuracj,-as prescribed' by -Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY HOLLIDAY ROCK CO. INC., WEIGHMASTER DEPUTY ACCT.YJOR I # TRUCK TONS%1..PRODUCTtL?F < } PRODUCT INFORMATION CARRIER, rs 1 6.' t": 6.96 AR42 TVPE B 314_ MAX f11 E(I111) `2?11 lb; 112110j lb; 3/4 2 O 1 h Oil 1 '726 lhs CHR I ORIF€=EN• INSPECTOR'S COPY Ton LIC. NO. GROSS TARE NET TONS FWD. i. TOTAL / TONS LOAD NO. DRIVER ❑ ON ❑ OFF LEAVE PLANT JOB JOB LEAVE DELAY TIME APPROVED DRIVER REC'D X BY CUSTOMER . REC'D X I / Y 11 CONTROL # THIS IS NOT A TICKET NO. NOTICE ,It Is agreed between Buyer end Seller that sale was consummated and tie passed et the plant site. The price o1 this materiel has been quoted F.O.B.'our plant end subject 12aales lox on matenal only. Transportation charge for this material is made by licensed Independent truck operators et Public Utilities Commission rates and r:I sobject.itepplicable to transportation tax only. "Sh&nld any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs end attorneys fees, whether or not litigation Is pursued. Payments due end unpaid shall bear interest from the dale payment is due et the rate of one end one.haa percent (1 1/2%) per month (18% per annum). - r, As evidenced by signature, driver/tamer Is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor t there Is any change In light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 H_OLLIDAY Rart•t Co., RIALTO PLANT #4 LITTLE ROCK PLANT #5 , MT. VIEW #6 485 E. Santa Ana Ave. 7749 E. Ave. "T" 1499 Benson Ave. Rialto, CA 92376 'Little Rock, CA 93543 Upland, ;CA 91786 IRVINE PLANT #7 ' 16351% Construction Circle West Irvine, CA 92718 291983 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ,ADELANTO PLANT #9 • 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 , 265 E. Santa Ana Ave. Rialto, CA 92376 ;SOLD"TO, Ntber"r; O. IJ tviec,, tnc. VARIOUS STREET LOCATIONS SLO►VEF 14/O SIERRA FONT'}NA RIALTO • DATE' P.O.# /2 9 • TICKET# 1462131r fllP C a1.isnn RCK >ACCT.JOB „ TONS ,,,PRODUCT # -,'"COMMODITY-INFORMATION GROSS NET .: O IAA I• I TY DV1IE~S 3 7.6 TYPE B, 3/411 mnx MED I'Tf44+ ? CARRIER SELF' TRUCK # 01 TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NQ. ORDER 33 3 4 1.I2. 3/8 Sand (111 law. i 1.12e 1. "a6O. 2740. 376. (1 1350. 1740.. 1530. 8610. 3€ 5. O Tc t.t1 Met' 2680 3160 Weekend Chhr rpp: Del _Charge: c i.!t.} 'ot:?1 Total a , 3090 5550 TOT('tE_ 74't26 781.5 761 '32,4 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described' commodty was weighed, measured, or counted by a weighmaster, whose signature b on this certificate who Isa recognized authority of accuracy, as prescribed by Chapter 7 (commencing wkh Section 12700) of Division 5 of the California Business end Professions Code, administered by the Division of Measurement Standards of the California Department 01 Food and Agriculture. BY ditt).i.tc1!Y t;Ot.:II IWEIGHMASTER INSPECTORS COPY DEPUTY 582480 TARE MET' OtlAtITITY• TONS FWD. Tint TOTAL TONS LOAD NO. 1 DRIVER GROSS & TARE ON ❑ OFF LEAVE PLANT , ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BYREC,D X' CUSTOMER-,. REC'D .� BY X{ , � 7/,C3 i ".582617 TARE NET. NET TONS FWD. jots TOTAL TONS E:1t LOAD NO. DRIVER GROSS & TARE .070N> ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB . DELAY TIME APPROVED DRIVER REC'D BY. X NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site.'The price of this material has been quoted FFO.B: our plant and sub}gct to sales tsar on matenal only. Transportation charge for this material Is made by licensed Independent truck operators et Public Utilities Commission rates and subject,d applicable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay end company shell be entitled to a reasonable sum for collection costs and attomey's fees, whether or not litigation is pursued. Payments due and unpaid shell bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). - As evidenced by signature, drier/terrier 10 responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor 11 there is any change In Tight weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd, Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 ,, 2300 W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4' 485 E. Santa Ana Ave:' Rialto, CA 92376 LITTLE ROCK,PLANT #5 - MT.•VIEW#6 • 7749 E: Ave. 'T" '4499 Benson Ave. Little Rock, CA 93543 Upland, CA 91786 IRVINE PLANT#7'. 16351 % Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 29 993 IRVINE PLANT #8 16491 Construction Circle East Irvine, CA 92718 G?" ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOL'D'TO �cr 01 bert ' W. 1:►a i. et, .: VI RT8J8 STREET LOCATIONS.: SLIVER I.11O.'SIERRA POf1Tf1I' t'1/R1 11_T0l TICKET # 46213Z) 1 PLANT. ({iI,.1 Colton C;CK �,� e�°ACcTaJOB ;aTONi PRODUCTS#' COMMODITY INFORMATION GROSS I"•TIT .C3lstll.iTl;.i,1f DVIES53 TYPE Bt i 12"MiW MED f311f► elei CARRIER SELF TRUCK # 01 TRUCK LIC. NO. TRAILER LIC.'NO. TRAILER UC. NO. ORDER u3 Wee onid Char Del Chi -Argo: Tar: Sub Tot a 1 a .Total:, 1 /4' i+ Sand O ]. TOTia9_ 1080. • 1.550. 227�yy�y\, '6r0a 0 . 5160 • 11.00. -1Gxlkl, ,20+a.1.' 265. 0 , 1315 •va. Totral. Nets, 2180 1'72M 457 104.75 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the folbwing described commodity was weighed, : measured, or counted by a weighmaster, whose signature Is on this certificate who is a recognized authority of accuracy, as prescribed by Chapter, 7 (commencing with Section 12700) of Division 5 of the • California Business and Professions .Code, .administered by the Division of Measurement Standards of the California Department ' of Food and Agriculture. , • . • F!CI13LEY, • OEE ftil.„D BY DEPUTY . f-10 I t 1 C) ay I'fittC1? .)WEIGHMASTER INSPECTORS COPY t rr CORPORATE OFFICE FOOTHILL PLANT#1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT.#2 2006 Campus Ave. Upland, CA 91786 NOTICE11tkr agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this materiel has been quoted F.O.B. our plant and sut$ect'to sales takk on material only. Transportation charge for this materiel is made by licensed Independent truck operators at Public Utilities Commission rates and subjectrl1 applicable, to transportation tax only. - . Should any litigation or other collection effort be necessary In order to collect sums due under thl contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorney§ fees, whether or not litigation Is pursued., Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one•half percent (1 1/2%) per month (15% per annum). As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle§ Tare weight. The driver/carrier will notify shipper/consignor if there Is any change In light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (e&b) SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 SOLD TO • HOLUDAY RIALTO PLANT #4 r ` 485 E. Santa Ana Ave. Rialto, CA 92376, Albert U. Dwvie ;, Inc. VARIOUS STREET LOCATIONS 3LOVER t l0 .I31ERRA, f'ONTA A/PIALTO Pock Co. , Inc. LITTLE ROCK PLANT#5 7749 E: Ave. 7" Little Rock,: CA 93543 DATE: • P.O. # /2 9 MT.V 1499 Uplan EW#6 enson Ave. CA 91786 IRVINE PLANT #7 16351% Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 297326 TICKET # IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301...,.. RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 1462117'1 PLANT colttrn ECR zACCTJJOB t"PRODUCT;#314 3COMMODITY INFORMATION;u GROSS ^n_ 1.IET f!.1AtITIT`i''. DVIES53 1.17 Afi42 TYPE D. - 3/4" MAX MED fR4000 CARRIER TRUCK # 01 TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER • PP ..' ((qq��3,/(�s4 Sandi/2 3/3' Sand i111 T0ilt. 30. (3 400. 0'.. 320. 0 l210a 119 r 0 2349 :Total Met 300 4100 Weekend Chem.! Del Char gel Sub Tot all; Tol:a�l 320 1210 1.1.E ' 2349 • WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmester, whose signature is on this certificate who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with 'Section.12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the Catifomia; Deparhnent of Food and Agriculture.. I tvt h} FY„ CIF:PM n DEPUTY WEIGHMASTER NO1 1 i NSPErOTO`RSTOBY inc. 580930 TARE • t'U T CtUAtiT1T Y Tenn TOTAL TONS LOAD NO. DRIVER GROSS & TARE EON ❑OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED -DRIVER BYREC' D X CUSTOMER BYC,D X NOTICE: It Is agreed between Buyer and Seller that sale was consummated end title passed at the plant site. The price of this materiel has been quoted F.O.B. ourplant and suMect to sales ton on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subjectt. If applicable, to transportation tax only. Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation 6 pursued. Payments due and unpaid shall bear Interest from the date payment Is due at ' the rate of one and one -hag percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carder Is responsible for the accuracy of this vehlcle's Tare weight. The driver/caner will r -- - - - -- - -change in light weight due to changes In equipment, fueling, etc, Calif B & P Coda Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 2006.Campus Ave.,, Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave .' San Bernardino, CA 92411 SOLD,TO y a HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Alberto 11a Davies, Inc. VARIOUS STREET 'LOCATIONS SLOVER UI/1 .TERRA FO TANA/RI LTO Pock Co., Inc. LITTLE ROCK PLANT #5 7749 E. Ave..T_ Little Rock, CA 93543 DATE 8/14/0 08:11 P.O.# /209 MT. VIEW #6 IRVINE PLANT#7 1499 Benson Ave. 16351'h, Construction Upland, CA 91786 Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 297246 IRVINE PLANT#8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 'TICKET # PLANT )14621.108 A/P Colton t?CR ;ACCT.JJOB TONS;,; PRODUCT #:. COMMODITY INFORMATION GROSS NET t)IunHTTTy rjv1ESs3. 3..11 AR ite TYPE B, 3/4" I1Ak MED AR4000 TARE NET 6IJANT I TV . CARRIER .q='I F' TRUCK # 01 TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER NET C. 1.1. 3/4 . 1/2 '..3/8 Santa Oil 960.0 1370. 1320. 2270.. 297.0 Total Net 'WI_ 1370 1320 2270 297 ' Weekend Ch71^cge±. Del Charge: Toe{: Strut "Total. s ToTd1t_ WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a welghmaster, whose signature Is on this certificate who Is a recognized authorsryry of accuracy, as prescribed by Chapter 7 ((commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department . of Food and Agriculture. - „ 6217 6217 BY I HlgI.FV. CUNT) DEPUTY WEIGHMASTER Ho l l Y SPEt1`OfRS' bOPY.I.nc. .580323 TONS FWD. • Tnt1R LOAD 1 DRIVER GROSS & TARE DON DOFF LEAVE PLANT , ARRIVE JOB. LEAVE JOB DELAY TIME APPROVED'" DRIVER REC'D BY , X.. CUSTOMER BYC D Xl.). r /72 • NOTICE'. It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price o1 this material has been quoted F.O.B. our plant and sub)ect to sales felt on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. _ Should any ligation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay end company shall be enticed to a reasonable sum for collection costs end attorneys fees, whether or not litigation Is pursued. Payments due and unpaid shall bear interest from the date payment Is due at the rate of one end one-half percent (1 1/2%) per month (18% per annum). • - ,,, • . 'r^ ' `• As evidenced by signature, driver/carder Is responsible for the accuracy of this vehicle's Tare weight The driver/carrier will notify shipper/consignor if there Is any change ....an light Ight weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 r..4 SAN BERNARDINO PLANT. #3 2300 W. Baseline Ave San Bernardino, CA 92411 SOLD,TO a. 0 HOLLIDAY RIALTO PLANT#4 LITTLE ROCK PLANT #5 MT VIEW #6 IRVINE PLANT #7 485 E, Santa Ana Ave ' 7749 E. Ave. rT 1499 Benson Ave. 16351'!, Construction Rialto, CA 92378 ' Little Rock, CA 93543 Upland, CA 91786 Circle West Irvine, CA_8�718 Albert H. ' .avl sy Inc. VARIOUS STREET LOCATIONS SCO►VER -tJ/O SIERRA F lNTl"iNn/RTfll_'Io DATE. 8/ 13/tt?2:.11 f. CONTROL # THIS IS NOT A TICKET NO. 297180 TICKET # IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 146?10.5 I PLANT f /P Golten PM( TACC7/JOWA; IONS r• ?,' PRODUCT,#°.",.,,;` COMMODITY INFORMATION GROSS NET-PU NTITY "7 PM CARRIER r�rs M" TRUCK LIC. NO. :3.01 COLT TRIO ctlEiqti linuL: TR e P tor:1API AILER LIC. NO. TRAILER LIC. NO. , 1 ORDER' , 3/4 1/2 3/ 3 Sand nl f TOTAL 1200. 0. 1160. 1.690. 30 4D. '.'4f-?l a 0 7504 1.390. " 1810. 1710. 2980..A 61. (I, 8291 Total Net 2590 2970 400, 6020 ' 315 .' 1579 Itenkend Char a Tax: ' Sub Total: . Total: WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described -commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter 7 commencing with Section 12700) of Division 5 of the California Business and (commencing Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture.. BY i`rli f'L rY WEIGHrrnrMA0 STER HO1 i 1.dNPECTOR T OP,Y inc.: DEPUTY 'i7c1P-,'fi, TARE. NET OU>' NTITY NET TONS FWD. TOTAL N Ins) DRIVER GROSS &TARE ❑ ON ,<ID OFF LEAVE PLANT ru ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER. BY X CUSTOMER/ BYREC'D . X 'i NOTICE: It Is agreed between Buyer and Seller that sale was consummated end title passed et the plant site. The price of the meteriel'has' been quoted F.O.B. our plant and subject to sales talc on material only. Transportation charge for this materiel is made by licensed independent truck operators at Public; ;Utilities Commission rates and subject, If applicable, to transportation tax only. ; Should any litigation or other collection effort be necessary In order to collect sums due under this contrsct, purchaser agrees to pay end company shall be entitled to e reasonable sum for collection costs and attorney's fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-hatf percent (1 1/2%) per month (18% per annum). , • � - Va 'f' - i As evidenced by signature, driver/caner is responsible for the accuracy of the vehicle's Tare weight. The driver/carrier will: not41 shipper/consignor If there Ls any change in light weight due to changes. in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) ,, la./,„;r•. CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W.,,Baseline Ave San Bernardino, CA 92411 HQLLI DA! RIALTO PLANT#4 485 E. Santa Ana Ave. Rialto, CA 92376 Rack no., Inc. • LITTLE ROCK PLANT #5 7749 E. Ave. 'T";• . Little Rock, CA 93543 MT. VIEW #6 IRVINE PLANT #7 1499 Benson Ave. 16351 % Construction Upland, CA 91786 Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 297167 • IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 „SOLD ;TO Albert 0. 1}>:'1t'J.f'By rtc;e vntimus. STREET LOCATIONS 31.0YER 0/O SIERRA FONTANA/RIALTO ;'ACCTJJOB , n(tYr_cj: CARRIER TONS •, M,a, r, T� 4-3 TRUCK # Y A 1S ,;PRODUCT # u :,r)r1 , . TRUCK LIC. NO._ 3.01 COLT. 1 TPR CHECK AN1? HAUL DATE • P.O. # TRAILER UC. NO.: COMMODITY 'INFORMATION TRAILER LIC. 3/8 Swett: -.Oil "' litr0l. • .1260. • 1750.. 3060. 420.0 ,.141. 1540.: 1770. 3090. .4426.0 12&L 1390e 1800.' • 2 39.0. .424.0 1590. 1500. 1680: 2980. " +28. 0 1.380..:=- 1` i80. • 1550.. 3400. 427. 0 „r 1360. 1520.' 1870. 3120.,.-420..0 Tonal Piet .8540 8690 ' 10420 .18640 . 2 537 - i)r� ji txnd Charge: Del Charge: Tax : •1 Sub' To t; a l ; Tat'1 a BY tZr6 jr34rark01 NO. ORDER 2 TOT()L. 8030 8 36 .-; 7864 .8170 82'37 WEIGHMASTER CERTFICATE • IS TO CERTIFY 'that the following described commodity was weg hed, Measured, or counted by a weighmester, whose signature is on the certificate who isa recognized authority ot, accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Detsion 5 of the California Business end Professions Code, : administered by the Dboion of Measurement Standards of the California Department of Food and Agriculture. -. 111!.r11S1•-EY, "GE f?OL1 WEIGHMASTER ttirl t i IN 'PECTOPIS CMCJPY-1•11c. DEPUTY TICKET # . 146210 PLANT fl/P Colt ort nct< GROSS y HET Olit'W TTIT\' TARE. NET .011A fT1T.Sf • NET TONS FWD, Tang TOTAL TONS 71. 71 LOAD NO. 3 DRIVER GROSS & TARE ❑ ON -❑ OFF LEAVE PLANT.-• ARRIVE JOB LEAVE JOB DELAY TIME • APPROVED DRIVER' REC'D . X BY 'REC'D .' REC'D BY X NOTICE: It is agreed between Buyer and Seller that sale was consummated and title. passed at the plant site. The price o1 this materiel has been quoted F.O.B. our plant and aulyect to sales tdx on matenal only. Transportation charge for this material Is made by licensed independent truck operators at Public Utilities Commission rates and subject, 11 applicable,to transportation tax only.. ShouId any litigation or other collection effort be necessary In order to collect sums due under thls contract, purchaser agrees to pay and company shall be entitled to e reasonable sum for collection costs and attorney§ fees, whether or not litigation H pursued. Payments due and unpaid shall bear Interest from the date payment Is due at the rate of one and one -halt percent (1 1/2%) per month (18% per annum). - As evidenced by signature, driver/carder is responsible for the accuracy of this vehicle§ Tare weight. The driver/carrier will notify shipper/consignor if there fo any change in IIgh weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a8b) - • CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 SOLO TON v > HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Albert U. Davies, Inc. twARIOUS. STREET LOCrTICif a SLAVER R WO SIERRA FOUTlt1(,TTALT0 Rock Co. y Inc. LITTLE ROCK PLANT #5 7749 E. Ave. "T"' Little Rock, CA 93543 DATE P.O.tt MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 CONTROL # THIS IS NOT A TICKET NO. 297156 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 IRVINE PLANT #7 RIALTO PLANT #10 16351'h Construction 265 E. Santa Ana Ave. Circle West Rialto, CA 92376 Irvine, CA 92718 •,.. „,ACCT./JOB,. TONS •Ha! COMMODITY INFORMATION TICKET # 14621042 PLANT (I/I] Cry l t on RCR, GROSS t.ILT AUANTITY rill TFT-M"2, CARRIER 1'1: x. n4`11 • TRUCK # Neeltend Charge: Del Charge: Stab Total: Total« 1rAtr42 TRUCK LIC. NO. -.'r -znr r! I'JEC 1; Alit) 1111111.. TVnt" J . /J1" trInY rtrn Ora,i,ftt70 TRAILER LIC. NO. TRAILER LIC. NO. 3/4 1 /2 3/8 . Stinf,'.I i 1 1400.. 1570. 161.0. 3300. ` 418. 0 1430. 1540.. 1.760. 3060. . 4212. to et tlt1. 1530. 1730. 30.4 0..:. 424.0. 14440. 1 '5.30. 1720. 3080. 481.0 1420. 1560. . 1720. 3040. 42 .0 1370. 15. 60. 1710: 3070. 423. 9290 10E50 18590 2533 ORDER !nt TOTAL 8f3 29 8212 8174i t3191 atm. 8133 49173 • • WEIGHMASTER CERTFICATE ' THIS IS TO CERTIFY. that the following described commodity was weighed, measured, or counted by a weghmaster, whose signature Is on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of DNtabn 5 of the California Business and • Professions Code, administered by the Division of Measurement Standards of the California Department o1 Food and Agriculture. BY 1:t'T 11._F`,'WEIGrwWn�+HMAT- STER IUi1.lid!NSPEOTO!R9:COPY Inc. DEPUTY t e"7c:1iaC.1': TARE NET • P1.11.111TITY TONS FWD. TOTAL TONS BfQ, 72 LOAD NO. 2 DRIVER GROSS & TARE ❑ON ❑OFF LEAVE RLANT ARRIVE. JOB LEAVE JOB . , DELAY TIME APPROVED DRIVER REC'D BY X ' CUSTOMER REC'D BY X .:: NOTICE; It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant and sutlject to sales ta& on material only. Transportation charge for this material b made by licensed; independent tuck operators at Public Utilities Commission rates and subject, If applicable, to transportation tax any. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be enticed to a reasonable sum for collection costs and attorney's fees, whether or not litigation Is pursued Payments due,and unpaid shall bear interest from the date payment is due at the rate o1 one and one -haft percent (1 1/2%) per month (15% per annum). ;. t As evidenced by signature, driver/carder Is responsible for the accuracy of this vehicle's Tare v eight The driver/carrier will notify shipper/consignor if there is any change In light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 SOLDTO E)a . , HOLLID RIALTO PLANT#4 485 E. Santa Ana Ave. Rialto, CA 92376 14Ltn rtr tttia: t,JaViez, tT4Ce VARIOUS STR ET LOt€ 'TIONS SLOVER. W/O SIERR.. FONTA A/RIIALTO R+Jt_k CD. ! Inc. LITTLE ROCK PLANT #5 MT. VIEW #6 7749 E. Ave."r 1499 Benson Ave.; Little Rock, CA 93543 Upland, CA 91786 IRVINE PLANT #7 16351'i Construction Circle West • Irvine, CA 92718 IACCTJJOB , „ • TONS; COMMODITY INFORMATION CONTROL # THIS IS NOT A TICKET NO. 291828 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265E. Santa Ana Ave. Rialto, CA 92376 PH> h F't b z I I—« RCK GROSS NET QUANTITY' DV 1 ,,rr•«.'3 24.73 TYPE D, 3i4i1 MAX n R400 CARRIERDire TRUCK # 1°.1ST-130 TRUCK LIC. NO. 34Cb39,7O` TRAILER LIC. NO. ' TRAILER LIC. NO. ORDER 26 01 COLT We eke cd Ch 7tir t Dei CharRet •Tr" xA .• CAE.; TatA1. To I a TRK CHECK AND HAUL WEIGHMASTER CERTFICATE . THIS IS TO CERTIFY . that the foibwing described' commodity • was weighed, • measured, or counted by a weghmaster, whose signature Is on thb certificate who Is a recognized authority of accuracy, as pvrescribed by Chapter 7 (commencing with . Section 12700) of Division 5 of the Califoml Business and Professlore Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. _ • BY LEWIS, WESTLEV • • DEPUTY HOIl,i&vV-G"itti.^k WEIGHMASTER INSPECTORS, COPS' 579372 TARE NET QUANTITY TONS FWD. !';a1 TOTAL TONS 2 c.ub 7" LOAD NO. • DRIVER GROSS & TARE ❑:'ON ❑ OFF.. LEAVE PLANT , ARRIVE JOB LEAVE JOB DELAY TIME APPROVES 1, . REC DR \ BY X;� CUSTOMERRE BYCr� X NOTICE: It is agreed between Suyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. lour plant and subject to sales tax on matenal only. Transportation charge for this material is made by licensed Independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only.. Sh6uld any litigation or other collection effort be necessary in order to collect Bums due under this contract, purchaser agrees to pay and company shall be entitled to a • reasonable sum for collection costs and attorneys fees, whether or not Iltigatbn is pursued.. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). • • - .. r • . . As evidenced by signature, driver/carrier Is responsible for the accuracy of this vehicle's Tare weight. The drhrer/ca er will notify shipper/consignor it there is any change in Tight weight due to changes In equipment, fueling, etc. Calif a & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT#2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO;PLANT 13 2300 W. Baseline Me San Bernardino, CA 92411 RIALTO PLANT #4; 485 E. Santa Ana Ave. Rialto, CA 92376 C;LLID Rack Co. , ..I rtc. LITTLE ROCK PLANT #5 7749 E. Ave. T'-, Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. - Upland, CA 91786 'rIRVINE PLANT #7 ,,163511h Construction Cir{cle West' t Ir )ne, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 297112 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 26,5 E. Santa Ana Ave. Rialto, CA 92376 ,;SOLDPTO. , u r Albert bJer'11 W. Oav i t 5l VORTOUS STREET LOCATIONS SLOVE1'i !I/O SIERRA FONTAN t/f?IALTO, DATE. 8/12/02 P.O.# /2 ti9 TICKET #, 1 a4Eti1..1004 PLANT AEta CD1tDry` RCK ACCTJJOB „wa< 4PRODUCT.# '* COMMODITY INFORMATION , .'4,w GROSS NET 7Uf11'1 i1TY' DVI:FS5 3 • CARRIER F., iA'rvn) • >tr) 22.83 TRUCK # flR42 TRUCK LIC. NO. , .01 COLT.. 1. TRR .0.1ECIPs •111,1I) .I COL TYPE6, '3/4" MAX l ED flR4000 TRAILER LIC. NO. . I TRAILER LIC. NO.• 3/4 1 /r 3/8 Band 0i 1. 1310. 1 '20. 1f31.0I., 2860. 392.0 1 a010. 1400.; 1630.'' 2850.. 396.0 1210. ' 1440. : '1610. 870. 366. 0 1130. 1750.. 16 3o' '2820. , .404. 0 1040. ` 1420. ' 1.63124 ': 2730. 409. D 1340. 1. 410._,., 161.0. 2930... A01. 0 Tot al Net ;' 7530 Weekend Ch rgp: Dt?1 Charge: ge: Tx: Sub 'total: Total: ,1 TDTf#L 7692 7776 .7496 7734 '7279 `/691 6940 ' , 9720, „1711 t% ' 2 368► ' ` :. 45668 ( WEIGHMASTER CERTFICATE - THIS Is TO. CERTIFY that . the following described commodity was - weighed, measured, or counted by a weighmaster, whose signature b on this certificate who Ls a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of DNLslon 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. .. BY 11,31'gir'C 1% Fpm • DEPUTY WEIGHMASTER 111011 i dGySTQMMFrR COPY Inc. 575024 TARE MET ` eprifa1 NET 7:w.) . K . 1�13j 2 TONS FWD:*.rsrwr.a'...""`•' TOTAL TNS� "1 . 114. LOAD DRIVER GROSS & TARE '❑ON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE 'JOB DELAYTIME _ DRIVER REC'D BY . CUSTOMER REC'D BY . • 'NOTICE it t. agreed between Buyer end Seller that sale was consummated and title passed at the plant site. The price of the material has been quoted F.O.B. our plant • ';NOTICE: su pio.sale§;taA.on niatenal only. Transportatlon charge for this material Is made by licensed independent truck operators at Public Utilities Commission rates and Subject, If applicablev^to transportation tax only. • 4'Shdald any litigation or other collection effort be necessary In order to collect bums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum lor. collection costs and attorneys fees, whether or not litigation Is pursued. Payments due and unpaid shall bear interest from the date payment Is due at the rate of one and -one-half percent (1;1/2%) per month (18% per annum). { . As evidenced by signature, driver/carrier Is responsible for the accuracy of thLs vehicle's Tare weight The driver/carrier will notify shipper/consignor if there La any change In light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 • LLI DAY Rod( Co. RIALTO PLANT #4 485 E. Santa Ana Ave. 7749 E. Ave. Rialto, CA 92378 1' LITTLE ROCK PLANT #5 Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave.. Upland, CA 91786 IRVINE PLANT #7 16351 V, Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 297111 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD;, TO s Oar/ i es, Inc. 1.1ARIOliS STREET LOCATIONS SLOVER IrI/Cf 'SIEflRi' FONTAI I AL TO DATE 8/1.210 13:2 P.O. # /209 TICKET # 1462 10O3 PLANT A/P Colton PCE 'ACCTJJOB TONS , . rx ;p. tODIJCT # :?; ,: ,COMMODITY INFORMATION hk GROSS • 1'lET WANT I TV T)VTFr53 CARRIER , P. 147' TRUCK # 1711 AR42 TRUCK LIC. NO. 3. 01 COLT 1 TRIG -CHECR AND HAUL Weekend Charge a To )1 k, Sufi T!ni 'Tot al1; TYPE 13., / 4" .-HA . 'fill . frt4(pt TRAILER LIC. NO. TRAILER LIC. NO. 3/4 1/2 3/ Sand Oil 1570.. 1560. 1970. 3360» .467. 0 -1 60. .1650. 1 i1C1« 3280.. '448.0 1430. 1720. 1870. ! 31260.: 450. 0 1680. . 1910. 1.830..`' 3210. 456. 0 1730. '2080. 18611 . 3 ?70. 436. 0 9440 16460 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmastey whose signature Is on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agricutture. - k Plx S1.E1'M 'CERf L . BY WEIGH ASTER DEPUTY . Ho' icia • Burk I. E �rST INSPECTORS COPY. ORDER TARE NET QUANTITY NET TOTAL TONS/ 7 LOAD NO. • DRIVER GROSS & TAREIt:F�'. 7 O ON 04OFF ARRIVE JOB • LEAVE JOB DELAY TIME APPROVED' CUSTOMER REC'D BY X• NOTICE: It is agreed between Buyer and Seller that sale was consummated end title passed at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on materiel only. Transportation charge for this material is made by licensed independent truck operators at Public Utildies Commission rates and subject, if applicable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one end one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor it there is any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 LITTLE ROCK PLANT #5 7749 E. Ave. "T" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351'/2 Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 297105 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 tr Flf�RIMIS STPF:%.1I Of.".$:iT 51.0VER SIFRPA FONTANA / P T fE1.. Ti:,, DATE P.O. # TICKET # PLANT ACCT./JOB' TONS PRODUCT # COMMODITY INFORMATION GROSS TARE CARRIER i4f elf€and Char De 1 Char e Tax Sob Tot a1 TM, kI t TRUCK # III TRUCK LIC. NO. ( R1� C'HE V A1V1) 110111. TRAILER LIC. NO. TRAILER LIC. NO. 314 1 '2 3'- Sand Oil 1670. y14' , y1.F50. p l:'�At. 9..1 . ;1 5 1. �%.r,a 1 =,F ,1tr0 . 1 1[[T1yy((L'"��44t rf r' �',:,a.:'yy9 a :a82. /"9�! 1.� � r f v. 1600. A;Y%."t'(a ~I�0}ro.0 910. I 1380. . 1310 311.10. 396.. 0 • 1410. 1 I2 t j 1 T:. ;t 2tf-.3. + 382. fh 1 a4'", I 397.. i; .Total Net sect) 8J J 9 x. Q) 6 7G ORDER NET TONS FWD. TOTAL TONS LOAD NO. DRIVER GROSS & TARE ❑ ON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, APPROVED measured, or counted by a weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, es prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food end Agriculture. BY DEPUTY WEIGHMASTER CU Sl OMER COPY l.P:: DRIVER BYCrD X CUSTOMER REBY )( _ — „; Pc: NOTICE It (S ' sated. ax on m Buyer and Teller oat eels ware for this mat and tale passed attheplant pendene price p this operators at Public has been quoted F.O.B. rates our plant and su�jebt to' sales tax on material only. Transportation charge for mo materiel o made by licensed Independent truck operators at Publ'a Utilities Commission and Agkeubje ;.11 applicable; to transportation tax only. r•” ' w r5 - Should any litigation or other collection effort be necessary In order to collect sums' due under this contractii�'p,,*thdsetgrg�esito pay and company shall be enticed to e reasonable sum for collection costs and attorneys teas, whether or not litigation Is pursued. Payments due and unpaid shall hear Interest from the date payment Is due at the rate o1 one and'one-half percent (1 1/2%) per month (13% per annum). • . As evidenced by signature, driver/carrier Is responsible for the accuracy of this vehicle§ Tare weight The driver/tamer will notify shipper/consgnor if there is any change In light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) - i CORPORATE OFFICE. FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2,. • 2006 Campus Ave.,'. Upland, CA 91786 • ,SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Albert 14e ; Dav sl Inr.:' VAR I o1.19 STREET 1..11CAT 1 �1t1 9L0VVEft 14/0 STEM(*) FONITIMAIRI(LT0 LLID flock Co. LITTLE ROCK PLANT #5 7749 E. Ave. 9T' Little Rock, CA 93543 r• s`. DATE 8/12 /ie12. 11 a P.O. # MT. VIEW #6 1499 Benson Ave., Upland, CA 91786 IRVINE PLANT #7 16351 th Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO., 297089 TICKET # IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTOPLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 1462.0983 PLANT fJP Colton FIC_R ACCT,%JQB„ TONS' s; ;,PRODUCT # COMMODITY INFORMATION., ,; GROSS MET- C?tlft-ITITY D1 3' E653 CARRIER 1lewt'frrv) (ttsvl TRUCK # 11"k riktia TRUCK LIC: NO. '71fx)C%F(15 / 3.0/ COLT 1 TRI; CIIE I, AND MAUL TYPE. i 3 /:,fir n,.tt1ISA MED TRAILER LIC. NO. t 1 lMR7PP, TRAILER LIC. NO. 1/2 •3 /3 Sand Oil 132 . 1470. 1.610 320. 3783 0 1240..-1390e . l560. 2840. 412. 0 1210.. 1500. 1580. 2.I3 0. 3 7 .0 1170. 1.1160. 1530. '2900. ' . 387. 0 1550. 1620. . 1620. •: 2300.. 337.0 1320., . 1530. ' 1570. 2 870., 331.0 Total Not : 7€11 000 lleekend Charg'o Del Charne. Tax: Sub Tot al-4Total : 9370 9470. 17090 A1R40110 - ORDER TOTAL 7593 7442 752-9 7347 7977 7671 WEIGHMASTER CERTFICATE • THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weghmester, whose signature is on this certificate, who Is ^.. a recognizedauthority of accuracy, as prescribed by Chapter 7 (commencing with Secton 12700) of Division 5 of the California Business and Professions Code, ' administered by the Divolon of Measurement Standards of the California Department o1 Food and Agriculture. Bill 3LE1', 13EPAU) BY not ici=ill pimp (W;EIGHMASTER CUSTOMER COPY DRIVER REC'D BY X' TARE M T QU(ThITITY` TONS FWD TOTAL,TONS ,46 f7 LOAD NO.'--w-- a DRIVER GROSS & TARE ON :: 0 OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY -TIME CUSTOMER REC'D--- BY X y,NOTICE It is agreeq.ppetween Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our; plant ' 'and sufD)edt.td'sales triA on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and ,•suOject, 1 applicable, to transportation tax only. . Shhtuld any IHlgetion or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a • reasonable sum for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment Is due at • • the rate of one and one-half percent (1 1/2%) per month (I$% per annum). As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle's Tare weight. The driver/canrier will notify shipper/consignor rf there is any change in Tight weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) - - CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT#4 485 E. Santa Ana Ave. Rialto, CA 92376' LLI . Roc+ Co.? Inc. LITTLE ROCK PLANT #5 7749 E. Ave. "T" Little Rock, CA 93543 MT. VIEW #6 ' 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 •. 16351,k Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 23707 ' l IRVINE PLANT #8 16191 Construction Circle East •...� Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT#10 • 265 E. Santa Ana Ave. Rialto, CA 92376' SOLI)` ;Tl 1:;v h. rye14,v i TICKET # Albert U. Davlie51 Ines . VAR IOOS : STREET' LOCATIONS SL.t1V R 0/O .SIERRA F0fTi HA., R I CiL.TO ^ACC•TJJOB .,, , TONS a CARRIER •, rr. 4 TRUCK # Tot; al,,Met Ueekt+nc1 Cha.rgn Del. Charge: T; & Sub Total : Total:: PROD #x• TRUCK LIC. NO.' i�li+1!1r_; e CHECK (tB) • Etf-tit. DATE €1'12/02 10:04 P.O. # fPflq ';COMMODITY INFORMATION :4 .TVPF MAX jrfl• 111 40C40 • TRAILER LIC. NO. t`��� ti TRAILER LIC. NO. 3,/4 . ,.1/2 3 Spnd Di 1210. 161.0/�. ` 1.620. 2830. ' 386�.0 1250. 1620. 1600. 2830. 391.; C . 1400. • 1 `t";t"o. ` 1 590. ? 28;0. 409. 0 1420. .15 f0 15802860. 387 0 1050.. ' 131 O. 2040. 2880. 355 0 1310.:.1450. ; 1620. ; 2840. 391.0 7640 8970 10050 .17100 ORDER t0TAL 7656 769'1 709► 7177 76,5 / 7611 I` . 23/9 46079 WEIGHMASTER CERTFICATE •, •: THIS IS , TO CERTIFY that the following described commodity was weighed, measured, or counted by a welghmaster, whose signature Is on this certificatewho Is '- a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section ..12700) of Division 5 of the California Business and Professions Code, ' administered by the Division of Measurement Standards of the California Deparbnent o1 Food and Agriculture. • - BY �x�sTrFr t^�� •r"r'nr‘t t� DEPUTY WEIGHMASTER ; Hai 1'idCUSTPMFR(COPy ritmon 44620972 PLANT Flip. 'Colt on RCR i GROSS t':in-'€+1Th 1T I. TY TARE --1 �T. t,'llr041.ITY NET 23.04 ). TONS FWD .,i• TOTAL,TONS , LOAD;NO. DRIVER GROSS & TARE ❑ ON • . ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED' DRIVER REC'D BY X CUSTOMER BYCD/ ' ,,NOTICE:.It is agreed between Buyer and Seller that sale was consummated end title passed at the plant site. The price of this material has been quoted F.O.B. our'plant and sullteet•torsales Mc on material only. Transportation charge for the materialta made by licensed Independent truck operators at Publlc Utilities Commission rates and fp„subject if applicable, to transportation tax only. • ,., • . . Shbuld any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay end company shalt be sniffled to a reasonable sum br collection costs and attorney§ fees, whether or not ligation Ls pursued.',Payments due and unpaid shell bear interest from the date payment Is due at the rate of one and one -halt percent (1 .1/2%) per month (18% per annum). . 4 - • As evidenced by signature, driver/terrier Is responsible tor the accuracy of this vehicle's Tare weight. The driver/canter will notify shipper/consignor if there Is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd, Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 tttbrr°t W. vavi !r1 Inc. tlfRIOUS ST17E'ET. LOCflTIOb 3 SLOVCR .U/1O SIERRA.;' FONT lNA/RIf1LTO • LITTLE ROCK PLANT #5 7749 E. Ave, T Little Rock, CA 93543 DATE 0/9/0 .:13:3 e• P.O. # MT. VIEW #6 1499 Benson Ave. Upland, CA 91786. /209 ar ACCTJJOB .. TONS CONTROL # THIS IS NOT A TICKET NO. 297026 IRVINE PLANT#8 16191 Construction Circle East Irvine, CA 92718, ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 IRVINE PLANT #7 RIALTO PLANT #10 16351 V, Construction 265 E. Santa Ana Ave. Circle West Rialto, CA 92376 Irvine, CA 92718 ,;COMMODITY INFORMATION,;,"„ .2.00 AR/12 • TYPC 13, 1/4,t MAX DIED : ftr,(10 0 CARRIER SELF TRUCK # TRUCK LIC. NO. TRAILER LIC. NO.,' • TRAILER LIC. NO. 3/14 1 /r.. 3/8 ' Sarni, ...Qi 1 1410.- 1470. 'POGO.. ;3?0�1�+1: 480. 0 15 . 1.400; 2140.. 3,331 . 468. 0 .1560. .1650. 1800. 33 '0. r 444. 0 1.420. :tIC 1(.': 2020..-3260. 43an.0. 1630. 1690. 0. 1790;,'''' 1 �f �a 4143. t r Total .Net 7570 ` 7870 9810 .16470 2270 1I��clfond Champ Del. -Charge: Tan Sub Tot a.1. ¢ Tat:] „ ORDER /10 TOTAL:. 4720 8888 8774 8815 8793 43990 WEIGHMASTER CERTFICATE `. THIS IS TO CERTIFY that the following described commodity was weighed, measured, ...counted by a weghmaster, whose signature b on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the Calrfomta Business and Professions Code, • administered by the Division of Measurement Standards of the California Department of Food and Agriculture. _ BYI;A11 `t..F: Y, f3 RA1..D, DEPUTY Hn11 xr1gt'PEQYalR41.&E:PY ASTER TICKET # t 46213944 PLANT . A/P Calton RCR GROSS • ,-•.. .11ET QUANTITY ET-'OunNTYTY TONS FWD.,.�'� TOTAL TON • ]t3i�5 x:t3 LOAD NO. DRIVER GROSS & TARE O ON 'DOFF LEAVE PLANT ARRIVE JOB 1 LEAVE JOB DELAY TIME 578'31. 3 APPROVED DRIVER REC'D . BY' . X,:,- CUSTOMER. REC'D BY.. X NOTICE; It Is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant end suIJect to sales tax on material only. Transportation charge for this material Is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. •- I . Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay end company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate of one and one -had percent (1 1/2%) per month (18% per annum). • - • • . As evidenced by signature, driver/carrier Is responsible for the accuracy of this vehicle's Tare weight The driver/carrier will notify shipper/consignor if there Is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3. 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave, Rialto, CA 92376 Rock Co. , Inc. LITTLE ROCK PLANT #5 7749 E.; Ave. "T" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT#7 16351', Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 297021 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 • ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 zSOLD PTO ► ill lit! STREET L OCAT IONS 514C VE12 >:f/CI 'SIERRA Ff311,l'il QCl/RI11R._T0 • TICKET # 1 P .t,• aACCT./JOB„ Hcfi,' tY'TONS ' PRODUCT #••"",;. COMMODITY' INFORMATION'S cROss, r$F.r OlyiCIT1TY DVIES`33 24. 13 TYPE A, 3/4" t1fX prir.).'ARt4000 TARE PET OtIANTITY •. CARRIER Byers Tetick. TRUCK # ,_2gr TRUCK LIC. NO. TRAILER LIC,. NO. TRAILER LIC. NO. ORDER 40' NET • Z' �a !4«'1 3 3. 01 COLT 4. •4 1 1F11—CA Total like Nook end : Climr.gc : Del Charge: Tax Sots Tctta:1. 3/14 1 /P. 3/8 and Oil 14180. 1460. 1630.' . 2980.: 418. 0 1320. I t-360. 1700. 3050.41. 4. 0 1130. 111160. 1600, 3060. 430. 0 1330. 1560. 1630..:' 3010. .410.0 1170. 1650. 1.710.. •3100.: .'t14.0 1380. 1510. 1.690.. 31.30. 3911. f,?� 7800 t ,00 10040 :18330 2.4134 Tom.. 7968 8044 8160 7930 8044' 81 0Q 40254 WEIGHMASTER CERTFICATE THIS IS. TO CERTIFY than the following described -commodity was weighed, measured, or counted by a weighmaster, whose signature Is on this certificate who Is ' a recognized authority of accuracy, as prescribed by Chapter 7.(commencing with ` Section 12700) o1 Division 5 of the California : Business end Professions Code, administered by the DNisbn of Measurement. Standards of the California Department of Food and Agriculture. - ItPilrl_! Y, 0E1?ALD BY DEPUTY UUIt.911 l4,Iav {{t1d»k LW 9HMArSTBR INSPECTORS COPY 5 82'13%r TONS FWD. Tuns TOTAL TONS 53 LOAD NO. DRIVER GROSS & TARE ON ❑ OFF LEAVE PLANT ARRIVE JOB • LEAve JOBB, . DELAY TIME • APPROVED DRIVER BYREC,D X CUSTOMER r - REC'D BY. j ' NOTICE: It Is agreed between Buyer and Seller that sale was consummated end title passed at the plant site. The price of this material has been quoted F.O.B. our plant ) end subject to sales tall on matenal only,. Transportation charge for this materiel m made by licensed independent truck operators at Public Utilities Commission rates and •'.`— a �+}ii. subject, if applicable, to transportation tax only. ' Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay end company shaft be entied to a reasonable sum for collection costs and attorneys fees, whether or not litigation b pursued. Payments due and unpaid shall bear Interest from the date payment Is due at the rate. of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carder Is responsible for the accuracy of this vehicle% Tare weight. The driver/carrier will notify shipper/consignor If there is any change in light weight due to changes in equipment, fueling, etc, Calif B & P Code Section 12722 (a&b) . CORPORATE OFFICE.... . FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland," CA 91786 LLDAY floc I' Co., ..Inc. SAN BERNARDINO PLANT #3 RIALTO PLANT.#4..; LITTLE ROCK PLANT #5 2300 W. Baseline Ave 485 E. Santa Ana Ave. .: 7749 E. Ave. 'T j; .. San Bernardino, CA 92411 Rialto, CA 92376 Little Rock. CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351% Construction Circle West Irvine, CA 92718 THIS IS NOT A TICKET NO. 297019 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 :SOLD TO titular t: 6( (t tt;,ies, inc". Uf1R1t314 ST13E'CT LOU:Wig`!S 'St OVER'favfi SSERR() F OI ITf It Ff / R 11t.TO DATE F/9!0E' 12:50.: P.O.# /209 TICKET # PLANT. fi/P; rt11tnor PCR s'ACCT./JOB COMMODITY°INFORMATION 0s GROSS NET - ()tint IT IT rot) 1 FtiSS3, 22.4:0. f1RAR •TYPE 13,'. 3/A" 1'U)X. temp_ F1F'd4f000 TARE . NET QUANTITY CARRIER sELF}. .. TRUCK # 01 TRUCK LIC. NO. TRAILER LIC. NO. -TRAILER LIC. NO. ORDER 40 Oeeliend . Cticart;c t Del Ch, r!jr: TiAxt Sub Tot' 1 s Total: ar'lt.: 3/f3 Sand , 0i 1 1460.(1790. 15y90►.'. 3290. 452.0 1 i!' 0. 1680. 1.9tt0. 3290. .454.0. 1510, ..1930. 1910. 3330. 463. 0 580. 17 i0. • 1840. .3230. 450.0 1750. ,. .160« - 1950. 4J4x 876@ . 94$ 164 PO 2273 • TOTAL 8882 8874, 91.43 )810 9'18rt WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weghmester, whose signature Is on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with - • Section 12700) of Division 5 01 the California Business and Pro/essbre Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. K I13LF Y, OEfi0t..T) BY tier i i 1 ci. z} DEPUTY i"!o k tWEIGHMASTER INSPECTORS COPY 578C 62 NET TONS FWD. .Tnn5i. TOTAL TONS .:a+C.AO LOAD NO. 1 DRIVER GROSS & TARE C ON O OFF LEAVE PLANT ARRIVE JOB LEAVE JOB. DELAY TIME APPROVED DRIVER REC'D BY A..' .... ,. CUSTOMER REC'D BY X. CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982.1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave.' Upland, CA 91786 SAN BERNARDINO PLANT#3 2300 W. Baseline Ave San Bernardino, CA 92411 'SOLD'TOau NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price o1 this material has been quoted F.O.B. our�plant and subject to sales tax on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. ' Should any litigation or other collection effort be necessary In order to collect sums due'under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorney% fees, whether or not litigation Is pursued.' Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). - , - . As evidenced by signature, drver/carrier Is responsible for the accuracy of this vehicle's Tare weight. The driver/caner will notify shipper/consgnor if there Is any change In Tight weight due to changes in equipment, fueling, etc. Call1B & P Code Sectin 12722 (a&b) RIALTO PLANT #4 485 E. Santa Ana Ave. . 7749 E. Ave. 'T' Rialto, CA 92376 Little Rock, CA 93543 (1bl.,.i,t U. Da:'iez, Inc.. IYfiRI0 :STREET LOCATIONS. GLOVER 0/0 CITflU 1"C11`•ITf1T p/F (ALTO DATE 8 03 /02. P.O. # OLLIDAY tthcI': Co. LITTLE ROCK PLANT #5 MT. VIEW #6 IRVINE PLANT #7 1499 Benson Ave.` . 16351 th Construction Upland, CA 91786'Circle West Irvine, CA 92718 M,"ACCTJJOB .f; Til} TFCM7 CARRIER .;TONS k `a Put. . 7 J TRUCK # PRODUCT, #,.,' , : rIPA TRUCK LIC. NO. COMMODITY INFORMATION .: TYPF A. :�/ tr' M(Y Mr r c pb00)'1 TRAILER LIC. NO. TRAILER LIC. NO. ORDER TICKET CONTROL THIS IS NOT A TICKET NO. 29695 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 • 14C'c~0888 PLANT A/P Calton mil GROSS pumiTITY - Weekend Charge: De 1 Charnel Stih Total Total:. 3!'4 1 /2 3/8 Bstnd 011 WO- 1.:34 t. 1630. 3310.. 422. 0 1 •w c:'0.. 1570. 1730. h... 3110. 424. 0 1400. 1550. 1.750. 3170. _ 429.0 1430.. 1560. ' 1740... 3100. 429. 0 1400. ,.1530. 1750. 3220. 431. 0 :.TOTAL: ' 8302 ' • 8254 299 833:f 0a01 WEIGHMASTER'CERTFICATE • THIS is TO CERTIFY 'that the 'following described commodity' was weighed, measured, or counted by a weghmaster, whose signature is on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agricuture. • itplT4 I V t-pFni T► DEPUTY WEIGHMASTER 11t�11idINSPEOTO'RSr OP,Y Inc. TARE NET TONS MET QUANTITY TY n! TOTAL TONS LOAD NO. DRIVER GROSS & TARE ❑ ON ❑ OFF LEAVE PLANT• • ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BYC�D A CUSTOMER ` REC'D BY. X NOTICE: It Is agreed between Buyer r and Seller that sale was consummated and title passed et the plant site. The pice o1 this material has been quoted F.O.B. our plant and subject to sales tax on material ony. Transportation charge for this materialb made by licensed independent truck operators at Public Utilities Commission rates and subject, If applicable, to transportation tax ony. Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorney§ fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment is due et the rate of one and one-half percent (1 1/2%) per month (18 % per annum). - - As evidenced by signature, driver/canier is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor If there b any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (e&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA_91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 • HOL-LIDAY Rock Co. y IMsc. RIALTO PLANT #4 - LITTLE ROCK PLANT #5 MT. VIEW #6 IRVINE PLANT #7 485 E. Santa Ana Ave ;7749 E. Ave. "T,r ' . • 1499 Benson Ave. 16351'/z Construction Rialto, CA 92378 , Little Rock, CA 93543 Upland, CA 91786 Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 29-321 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 ‘;.SOLDITOZartAr Albert O. DamIt~a," Inca VARIOUS • STIU rm.. LOCATIONS • LOVER:•w/O C."ITRt.IS Fi31ITANA/PIAt.,TO DATE • 8/8/02 08t'6- P.O.# /209 TICKET # ., 14620877 PLANT . A/P ,Colt(in Apt ,.. ;4=ACCT./JOB 7 TONS, 1 ,, PRODUCT,#• COMMODITY INFORMATION 3/8tt MAX CiR,Ic+0a.. GROSS ;!"!ET C?# iMTITly CARRIER 91i! F TRUCK # • 01. TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER Tote 1 Net tde!ckLnt! Charge: Dot Ch•n..rtJc1« . Tait • Stitt i'c►f ��l t Tota.l 3/8 - Sand Oil 2700. 3940. 409.0 2510. 4I05WI.. 415.0 5210 7990 024 TOTAL 70{�'�-!9 d:71 } WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weghmaster, whose signature Is on this certificate, who b e recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Secton 12700) of - Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standardsof the California Department of Food and Agriculture. t';P'tT LEI', OEf';F1t..Ii • 14024 BY DEPUTY IIr,)111!'1ay Rock tV►lEIGHTA TER INSPECTORS COPY' t t_1 Qfit1Rt1T1TV TONS FWD. • Tons: ' TOTAL TONS 7■01. LOAD NO. DRIVER GROSS & TARE ❑"ON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER REC'D X CUSTOMER' BYRECr� Xr ..� NOTICE: It is agreed between Buyer and Seller that' sale was consummated and title passed .at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales fax on matenal only. Transportation charge for this material Is made by licensed independent truck operators et Public Utilities Commission rates end subject, tl applicable, to transportation tax only. . , Sh6uld any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shell be entitled to a reasonable sum for collection costs end attorneys fees. whether or not litigation Is pursued. Payments due and unpaid shell bear Interest from the date payment Ls due at the rata of one and one -hag percent (1 1/2%) per month (18% per. annum). ' As evidenced by signature, driver/carder Is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor If there 10 any change In light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (e&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 2006 Campus Ave, Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLIDAY RIALTO PLANT #4 a 485 E. Santa Ana Ave. Rialto, CA 92376 Flock Cn., Int : . f LITTLE ROCK PLANT #5 7749 E. Ave. rT Little Rock, CA 93543. MT. VIEW #6 IRVINE PLANT #7 1499 Benson Ave. ' 163511h Construction Upland, CA 91786 ;' Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 288099 IRVINE PLANT #8 16191 . Construction • Circle East . Irvine, CA 92718 ADELANTO PLANT#9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLDTO ` nN t 4"t'1n10t,.E . STREET t_OC(TIhht !MOYER t3/0 CITR(US3 Fr tl1Af!(' /RIALTf D fF7102 13:33 P.O # /2001 TICKET # 14F62'O(7 (?) PII.tA75 661to ti raCV1 i}tt I'ES, of TONS PRODUCT,#; COMMODITYINFORMATION TYPE Bi, a??xttt MAX t1EDAR4C)0 GROSS 14E1 r1Ut"W TITY. TARE NET, OMIT 'Y. CARRIER SELF TRUCK # Ott TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER 3.4 NET (2) Tot Weekend Ctltarges Del Charge: Tan: 7ttt� TDtals Total: ;4tt 4 1 /2 3/8 ' E.tand • 011 4560, 1590. 16410. \3'0[ . 419. 0 1420. 1580. 1C6Oe '3D90.:. 40t0. L1 TOTAL ROD 8150 I Wet 2980 3170 3300 4.40 . .819. 16409 WEIGHMASTER CERTFICATE THIS IS TO: CERTIFY that`,the following described commodity was . weighed, measured, or counted by a weighmester, whose signature is on this certificate who is a recognized authority of accuracy, as prescribed by Chapter 7 commencing with Section 12700) of Division 5 of the California . Business and Professions Code, administered by the DNislon of Measurement Standards of the California Department of Food and Agrlculture. );! 1156 EY, 'GtERAL D BY • I : J 11 iheJH nt.x:r: 1IVEIGHMRSTER INSPECTORS COPY DEPUTY 576921 TONS FWD. Tons TOTAL TONS • /} �.fQl. A'.tG LOAD NO. CT DRIVER GROSS & TARE D ON ❑ OFF LEAVE PLANT ARRIVE JOB ' LEAVE JOB DELAY TIME APPROVED. DRIVER BYC,D X CUSTOMER BY X REC'D . CONTROL # NOTICE: It is agreed between Buyer and Seller that sale was consummated and Ole passed at the plant site. The price of this materiel has beep quoted F.O.B. our plant and subject to sales fax on materiel only. Transportation charge for thb material is. made by licensed independent truck operators at Public Utilities Commission rates and subjept, If applicable, to transportation tax only. • -. - - • Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate of one and one -hag percent (1 1/2%) per month (18% per annum). - . . - • As evidenced by signature, driver/censer isresponsible for the accuracy of thb vehicle's Tare weight. The driver/carrier will notify shipper/consignor if there b any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) - CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave.. Upland, CA 91786 ' SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San, Bernardino, CA 92411 • HCLL.LAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 I,od Co.,-inc.' LITTLE ROCK PLANT #5 .7749 E. Ave. "T" Little Rock, CA 93543 '' MT VIEW #6. 1499 Benson Ave. Upland, CA 91786 / IRVINE PLANT #7 16351 '/ Construction Circle West Irvine, CA 92718 SOLD; TO 1*. Alttctnt? 11. Davie., !11111IONS`STF;EET LOCATIONS 9LoVER 1,1/0 CITRUS FONTA NNA/RIfl1.TO DATE= 0/7/04—..1.'2:06 THIS IS NOT A TICKET NO. -.288088 IRVINE PLANT #8 16.191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT#9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 TICKET #' 11('�21itk3('ieb I PLANT CO I t urn PCt 'ACCT./JOB .... TONS,'w :,COMMODITY, ; INFORMATION GROSS fET•, DI.IANTITY DV 1E953 8. 01 (t1W42 • TYPE 13,: 3/4" MAX MED AM000 CARRIER .ELF TRUCK #-- 01 TRUCK LIC. NO. TRAILER LIC. NO. .. TRAILER LIC. NO.. ORDER • 34 �g 3/4 .�,,.p 7,1{+,/[ -,3ffi ,�ySand1 Cliff 1370. 1500. 1750. 2 50• ' �3 5. 0 1300. • 1560 1770. 0 0„ . 402.; 0 Tot; I tlot 2670 Weekend ChFtr e: Dt~1.. 'charger, Sub Total TOTf11.. 796 806. 2' 3060 352.0 woo 7.97 16027 WEIGHMASTER CERTFICATE THIS 1S TO CERTIFY that the following described commodity was weighed, measured, or counted by a weghmaster, whose signature Is on thb certificate who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division o/ Measurement Standards of the California Department of Food and Agriculture. BY ENISLEY. GERflL.D • DEPUTY WEIGHMASTER #toI1FC { St8OPY Inca TARE VET PLIANT ITY TONS FWD. Tons TOTAL TONS 29. AG - LOAD NO. DRIVER GROSS & TARE 0, ON O OFF LEAVE PLANT ARRIVE JOB . LEAVE JOB DELAY TIME APPROVED DRIVER BY X CUS DOMER " BY. X .:►' NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our, plant and subject to sales tax on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. ShouId any litigation or other collection effort be necessary In order to collect sums due under this'contmct, purchaser agrees to pay and company shell be entitled to . • reasonable sum for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment Is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier Is responsible for the accuracy of thls vehicles Tare weight. The driver/carrier will notify shipper/consignor it there is any change • In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b), CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Call DAY Liat:k co., It1/ o LITTLE ROCK PLANT #5 7749 E. Ave. rLittle Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351 th Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 288071. • IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT#10 265 E..Santa Ana Ave. Rialto, CA 92376 'SOLD TO�, 'x Allbert, tJ. 18a 1els, Inc.' VARIOUS STREET L..00ATIOM9 SUMER 0/0 CITRUS Ft1'IT(TNWR I ALTO DATE E1J7/02 ,10.: P.O.# /209 TICKET # 14620858 ... PLANT nil? Colton RCN ACCTJJOB,;x,.. PRODUCT # .'"I COMMODITY INFORMATION M.Y DVTF.7 )3 . 8. 04 TYPE 13, 37' MAX JIrwll.Al 4000 CARRIER SELF TRUCK # 01 TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER GROSS MU aunt IT I TV . TARE MET QunmT I TY 3/4 1/2 3/0 Sand Di 1. 1230. 14.30. 1920. 3020. `t 11. 0 13360. 1440. , 1900.. 2950. 410. 0 Tot; al t1et 2390 WceI imd Char : Del Charge : Tara, Sub Intral : Tot 1: TOTAL 0011 8060 2870 362p 5970. . 1 1607.1 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was 'weighed, measured, or counted by a weighmaster, whose signature is on this certificate who Is a recognized authority of accuracy as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California 'Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. 1iNISt..1:Y„ 0FRAl. BY DEPUTY 001. lad�t�� Mock • WEIGHMASTER ' INSPECTORS COPY a76713 TONS FWD. Tans TOTAL TONS LOAD NO. DRIVER GROSS & TARE • 0, ON 'OFF LEAVE PLANT ARRIVE JOB LEAVE JOB • DELAY TIME APPROVED.. DRIVER REC'D BY. A CUSTOMER / REC'D BY Xi' I NOTICE: It Is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price o1 this material has been quoted F.O.B. our plant and subject to sales thy on material only.. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. • Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate of one and onahad percent (1 1/2%) per month (18% per annum).: • - - ; As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle§ Tare weight. The driver/tamer will notify shipper/consignor it there is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982.1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. • Upland, CA 91786. • . SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Rock Co.', Inc. LITTLE ROCK PLANT #5 7749 E,'Ave. "T" Little Rock, CA 93543 MT. VIEW #6 IRVINE PLANT #7 • 1499 Benson 'Ave. 16351,k, Construction Upland, CA 91786 Circle West • . Irvine, CA 92718 • CONTROL # THIS IS NOT A TICKET NO.. 288060 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD: TO r ,t;a 01 hart 11. • Day i es, Inca coneioIJS 'STREET LOCIlTI011S sLfr1VER .tll/D• CITRUS FOHTtlmil/RI11LT0 DATE S/7/02. 09:30 P.O. # /209 TICKET # 116 20851 I PLANT C1/P Colton FICK ACCTJJOB ';! TONS;,•, oo,..PRODUCT # COMMODITY ;INFORMATION' , 1?VIES 3 6. 03 TYPE 13; 3/4" 14€'4X ME»'. Al 4►000 GROSS .'t ET: CUANTITY. TARE ET. QUANTITY CARRIER SELF TRUCK # 01 TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER • 34 3/4 1/2 " / l Sand Oil 1040. 1110a 1010. ' 2510. 301.0 1090. .1130. 1130. 2.430. 306.0 ;. Tutr: 1. -Net 213 Weeita?nd Charge: Del Charge: Tax: Soh Total : 2240 TOTAL r.1971 6086 G141 . 11940 :' 607 .1 0 7 WEIGHMASTER CERTFICATE • THIS 1S TO CERTIFY that the following - described commodity. was weighed, measured, or counted by a welghmaster, whose signature is on this certificate who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section '12700) of Division 5 of the California. Business and. Professions Code, administered by the DNIsion of Measurement Standards of the California Department of Food and Agriculture. . BY PAISLEY. GERALD DEPUTY WEIGHMASTER "el.1 i9NSP hStO Y Inc. 57661, 5 NET .✓ 1 .l 6. 03 ,/ TONS FWD. �✓ Tons TOTAL TONS 13.31 LOAD NO.. DRIVER GROSS & TARE D.ON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB,. DELAY TIME APPROVED DRIVER REC'D BY A CUSTOMER" RFD x �, NOTICE: It b agreed between Buyer and Seller that sale was 'consummated and title passed at the' plant site. The price of this material has been quoted F.O.B. our plant and sup)ect to sales tax on material only. Transportation charge for this material ismade by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation fez only. - Sfrduld any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and companyshall be entitled to a • reasonable sum for collection costs and attorney's fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment Is due at the rate of one and one -hag percent (1 1/2%) per month (18% per annum). - As evidenced by signature, driver/carrier isresponsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor if there Is any change _ in light weight due to changes In equipment, fueling, etc. Calk B & P Code Section 12722 (a&b) - CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909)-1553 Toll F ee2(888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 • HQLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 PocI{ Co..., Inc. LITTLE ROCK PLANT #5 7749 E. Ave. "T" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave.. Upland, CA 91786 IRVINE PLANT #7 16351 % Construction Circle West Irvine, CA 92718 CONTROL. #' . THIS IS NOT A TICKET NO, 288051 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718. ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD TO dlK (abort Davies, Inc... .. VARIOUS STI1EE1 LOCfaT.Ii t'Ft3 GLOVER 0/0 CITRUS . rmaiTl'smrI Tt1t Tn =<ACCT./JOB, CARRIER L 0,:f TONS,•y, TRUCKe# L3 PRODUCT # •.w,7 TRUCK LI6:tN0.s� DATE 0/'1 /►a? 08 e 34 'COMMODITY; INFORMATION TRAIIIIIER'LIC. I1Q. , v TRAILER LIC. NO:f1 bRDER'1 TICKET # PLANT fy GROSS, 14F,"•'t'trt4 pw r 'f ill ITTTY NET 14'7 •unr;T.�r�.f bELi • .•rf i, /�I.. 1/E: 3/8 : San!( Di1 14t40/}�.' 913�s6�0. 1E/- 5/0/;p. 2�yr9{y60M. •411.. Qy .1390.. 1 35p. 1640. 0. 2 J50. 1112. Tot al Mat '2830 WeaNend Chit^ge: DOI Ch iTet: Ti Sub TOt.Pil:Tbialt 2.710 3'29 5910 (323 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a welghmester, whose signature b on this certificate who is recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture... TOTAL 7021 • 77'42. BY DEPUTY i(I�ll' I .FY. f1 WEIGHMASTER Ittil1.4W5E8I'15h COPY Tnr:. TONS FWD. TOTALTONS LOAD NO. a . a eJ DRIVER GROSS&•TARE • -0'ON 0 OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME •Jr" DRIVER BY X • CUSTOMER" REC'D BY •X:/- HOLLIDAY rt?Col•, Co. y Inc... NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plent site. The price o1 this materiel has been quoted F.O.B. our plant and subject to sales tdx on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commkslon rates and subject, if applicable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shell be entitled to e reasonable sum for collection costs and attorney§ fees, whether or not litigation is pursued. Payments due end unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). - + As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle's Tare weight The driver/carrier will notify shipper/consignor 1 there is any change In light weight due to changes In equipment, fueling, etc. Cafif B & P Code Section 12722 (a&b) CORPORATE OFFICE • FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 • . CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 • SAN BERNARDINO PLANT #3 , RIALTO PLANT #4 LITTLE ROCK PLANT#5 MT, VIEW #6 ' IRVINE PLANT #7 RIALTO PLANT #10 2300 W. Baseline Ave 485 E. Santa Ana Ave. 7749 E. Ave. "T".1499 Benson Ave. . 16351 V, Construction 265 E. Santa Ana Ave. San Bernardino, CA 92411 Rialto, CA 92376 'Little Rock, CA 93543 Upland, CA 91786 ` Circle West Rialto, CA 92376 • Irvine; CA 92718 CONTROL # THIS IS NOT A TICKET NO. 25 034 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TOt% Z. 1brrt 1l# Davies,., Inc., .. SLOVER ;tit,/Cl .'3IEflRn ' F4: NT>"lN DATE 8/6/02. 13:4 i. . P.O.# • TICKET # 14620836 PLANT • 616311 CCTJJOB r.,,• DV CARRIER TONS to n. 4r► 1 TRUCK # .01 !RODUCT ,,#, ARIIR TRUCK LIC. NO. COMMODITY INFORMATION ,;,',`, T PF n. 3/48 MAY t$F'P' nptinon TRAILER LIC. NO. TRAILER LIC. NO. ORDER 3/4 1 /. ilia Sand . Oi 1. TOTfl. 1570. , .1 ft,30." 164i , - i' 3Gi.. 420.'O. , 8010 • . 1. S30.- 1MO. ,. . ; tJ.. • 4 1 , 0 8143 Total Het 310t7.1 : 3000 3300 a' y..0 833 16153 1J Nand Charge DeI Charge: Tan: - Sub Total z Tot ta1a WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a welghmaster, whose signature is on this certificate who isa recognized authority o/ accuracy, as prescribed by Chapter 7 commencing with • Section 12700) o1 Division 5 of the California Business end Protesalore Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. Y • BY I' 11'91 F" rrmtll ri DEPUTY WEIGHMASTER HO 1.1. i 4NSPEOTORSCOP,Y Inc. GROSS NET OU(NT.ITV TARE lid" MAW I TY NET TONS FWD. ,Tr2 TOTAL TONS 1 LOAD NO. DRIVER GROSS & TARE ❑ ON ❑ OFF LEAVE LEANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BY X CUSTOMER ,•, REC'DX y r BY %r CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 r".2006 Campus Ave. Upland, CA 91786 , SAN BERNARDINO PLANT #3! RIALTO PLANT #4 2300 W. Baseline Ave . 485 E. Santa Ana Ave. ' San Bernardino, CA 97N411 Rialto, CA 92376+ i. ;. NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price o1 this materiel has been quoted E B. our plant and subject to sales tax on material only.. Transportation charge for this materiel is made by licensed Independent truck operators at Public Utilities Commission rates and subjet3,.if applicable, to transportation tax only. ' Should any litigation or other collection effort be necessary In order to collect sums due under thls contract, purchaser agrees to pay end company shall be entitled to a reasonable sum for collection costs and attorneys fees,whether or not litigation is pursued.; Payments due and unpaid shall bear interest from the date payment Is due at the rate of one and one -hag percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carder Is responsible for the accuracy of this vehicle§ Tare weight The driver/canier will notify shipper/consignor If there is anychange In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) : 11113 1,1;,, 61. TPEET 1,:0Cili'1C113S. S OVER: T1/T _PDP1_AEI�^ 11 ':. qt NA l C'l')Tri13ra LLID Rock t.C1. y I1 nc. LITTLE ROCK PLANT f5 MT. VIEW #6 IRVINE PLANT 47 '7749 E. Ave.'T. " 1499 Benson Ave. 16351'k Construction Little Rock, CA 93543 ', Uland, CA 91786 Clfcle West Q' j DATE 2 }POj# __ /209 Irvine, CA 92718 `tVACCT.IJOB TON$ PRODUCT # ;;' COMMODITY:' INFORMATION, r CONTROL # THIS IS NOT A TICKET NO. 288022 IRVINE PLANT #8 • 16191, Construction • Circle East Irvine, CA 92718 • ADELANTO PLANT #9 12750 Rancho Rd.. Adelanto, CA 92301 `RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 TICKET# 1462082.g PLANT CidP Ca1ton P :E•( GROSS M T c71JC11'A`r11Y '. CARRIER T14 IKnt RWe !!t 4 ncl Charge 1)e 1 Charge g z tale 1'ot i1. z Tok:ca1 A 4 TRUCK,LIC. NO. TYPE B 3,r4t MIX ` M1 D cltmo00 TRAILER LIC. Nq. vl.q.w1,40a.r..40t,41 [ 3f4. 1/2 ;...3/8` 9,R)141i ;011. ; 1330. 1550. 1750. . 3110. )'}40a 0 17'0. 1. 3EI0» 1.7i 0. 3130. ;439.0 141 O.. 162e.ii. 1800. .3220.: 26. 0 860. 0 '. 2110. .1830.. 3 '' l0....: 4' 7.0 11t40. 1760 ' ' 1740 32eo» f 445. 0 1430. 1100. ; 2080. ':. 3:110. ' 4 5. 0 TRAILER LIC::NO." r:l 9700 ' 1 i G12i , .1904(% : ?E,i'_f!t, 7 WEIGHMASTER CERTFICATE 1'• THIS IS TO CERTIFY that the fottowing described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 127d0) of Division 5 of the California Business and • Professions Code, administered by the DNlsion of Measurement Standards of the California Department of Food and Agriculture, • • T.cTnl_ /318€1 8476 01177 ,8605 R(Tc,t Fy d~1 P1 I it DEPUTY WEIGHMASTER Hta11 i d3US1`OMER COPY Inc. 57609 1 TARE • NET TANS FWD.. TOTAL TONS •a.i;•;'. LOAD NO. DRIVER GROSS & TARE O ON 0 OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED. DRIVER BYC'� X CUSTOMER REC'D BY X�1e r' '(/ NOTICE: It Ls agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price o1 this materiel has been quoted F.O.B. our. plant .. and sbjeot'to sales ritlx on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subjec ; If applicable, to transportation tax only. ''Sffould any lItlgatbn or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shad be entitled to a reasonable sum for collection costs and attorneys lees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate o1 one and one -halt percent (1 1/2%) per month (18% per annum).As evidenced by signature, driver/carder Is responsible br the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor if there Is any change in light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (e&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 `-....+ Toll Free (888) 273.2200 CAMPUS PLANT #2. 2006 Campus Ave, Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 LLID. Rock, Co. r Inc. RIALTO PLANT #4 LITTLE ROCK PLANT #5 MT. VIEW #6 485 E. Santa Ana Ave. 7749 E. Ave.-7' 1499 Benson Ave.' Rialto, CA 92376 Little Rock, CA 93543 Upland, CA 91786 IRVINE PLANT #7 16351'h Construction Circle West ' Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 288021 IRVINE PLANT #8 16191 Construction "Circle East Irvine, CA 92718 ADELANTO PLANT #9 • 12750 Rancho Rd. Adelanto, CA 92301. RIALTO PLANT #10 265 E.•Santa Ana Ave. Rialto, CA 92376 ,,SOLD""„TO s ) Albert 0. fl viei9 Inc.'.:. 8LOVER i)/O.. SIERRA FOUT(' Nl DATE . '8/6/62 1's3 TICKET # '1462 82! • PLANT A/P Colt on•RC '.ACCTJJOB TONS PRODUCT# ,•.,a' COMMODITY „INFORMATION GROSS I1t►Tror-ci CARRIER TRUCK # GtpP TRUCK LIC. NO. Tvi r n.: 4114" Ww .. her n, fi1At7f°ItY4 TRAILER LIC. NO. •. TRAILER.LIC, NO. 1ORDER • TARE NET di ANT 1 TV Total Net Weekend Churn Del Ch #rg Tax: Sub Tot{lt. TOt:tl r 3/.1 1 /2 3/8 Sind Of 1 TOTAL 13-�10. I490. 1�t420,tt 2660. ` 36/9/--. �0} 72)49� i3 0. 123i0. ,6.'111 i'0. 314Lr. 356. 0 6926 2620 '; 2780 8840 5270 725 1417'5 • fi WEIGHMASTER CERTFICATE THIS IS TO CERTIFY 'that the folowiri descnbed' commodity' was weighed, measured, or counted by a weighmaster, whose signature is on this certificate who Is a recognized authoriIttyy of accuracy,' as prescribed by Chapter 7 (commencing with Section 12700) • of • Dlvhbn, 5 of ,the California Business end Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY E;PIISLEY, 6ERC'i'Lt), HoI1 id'I.*v I?od: IWEIGHMASTER INSPECTORS COPS' DEPUTY TOTAL TONS) op LOAD NO. DRIVER GROSS & TARE C ON • C OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME 76098 APPROVED DRIVER BYC,D X CUSTOMER REC'D , BY X NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant end subject to sales tax on material only. Transportation charge for mm material o made by licensed Independent truck operators et Public Utilities Commisslojl rates and subject, If applicable, to transportation tax only. - Should any litigation or other collection effort be necessary in order to rolled sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attomey's fees, whether or not litigation b pursued. Payments due and unpaid shall bear Interest from the date payment Is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). - - As evidenced by signature, driver/carrier b responsible for the accuracy of this vehicle's Tare weight. The driver/carrier wit notify shipper/consignor if there Is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) ' CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toil Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave, .,; Upland, CA'91786». SAN BERNARDINO PLANT #3 A RIALTO PLANT #4 LITTLE ROCK PLANT #5 2300 W. Baseline Ave 485 E. Santa Ana Ave. 7749 E. Ave. "T' San Bernardino, CA 92411 . Rialto, CA 92376 - , Llttie Rock, CA 93543 ,THIS IS NOT A TICKET NO. • 288015 IRVINE PLANT #8 16191 Construction Circle East ' Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 MT. VIEW #6 • IRVINE PLANT #7 RIALTO PLANT #10 '1499 Benson Ave. 16351 %.Construction 265 E. Santa Ana Ave. ' Upland, CA 91786 Circle West Rialto, CA 92376 Irvine, CA 92718 SOLDTO. _' :w i icti5.,1;01.4M P.:w o z, Inc. yelkoEr' `,f E n4•AEllRn r tt rn4fl ~�R DATE 818/02 10:47.:. P.O.# TICKET # 14620824 PLANT AM Col ton RCt: ACCTJJOB' TONS ,, PRODUCT#, ,; COMMODITY: INFORMATION GROSS HET t 1tAUTITV CARRIER j7 4 ,TRUCK # nr?irk ;TRUCK. LIC, NO. "FVOr' r1.' 7. /Q ff 'i1 (Fmt mpt TRAILER LIC. NO. TRAILER LIC. NO.' • I ORDER 3/4 1/2 3f11 Sand -7 ill]. r�i'ilt_ 1260. 1290. 11.20.. 3080. 344. tl 7094.. 1180.: 1.240. 1720. ' 26e03C4. 0 7184 Total Wet 244 i 2530 2840 5760 • 708 14278 Weekend Ch rnc': D C11:nrnt: Tan Snip TM;w.] r T11ta1 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the blowing described commodfty .Was weighed, measured, or counted by a weighmaster, whose signature Is on this certificate who Is recognized d • nlzed authority of accuracy, as pprescribe by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Coda administered by the Division of Measurement Standards of the California Department of Food and Agriculture.. BY Kt1I i EY, °rr ILI7 DEPUTY 'qq yy WEIGHMASTER I'tc�.l. t i �rtwl[I f�r�lf { .I Plt..�a .INSPECTQRS C¢Psr 576031 TARE WET NET TONS FWD. TOTAL TONS. LOAD NO. DRIVER GROSS & TARE ❑'ON ..` ❑ OFF LEAVE PLANT, ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BYRECr� X CUSTOMER'` C1 BYC' x i,1 4' • CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982.1553 1•, Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. • Upland, CA 91786 NOTICE: It is agreed between Buyer and Seller that sale was consummated and Me passed at the plant site. The price of this materiel has been quoted F.O.B. our plant and subject to sales fax on materiel only. Transportation charge for this material is -made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. - • • . Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate o1 one and one-half percent (1 1/2%) per month (18% per annum). , - As evidenced by signature, driver/carder Is responsible for, the accuracy of this vehlotes Tare weight. The driver/carrier wit notify shipper/consignor 1 there Is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) • SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 ,SOLD„ 1 O, HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Albert U. Davies, Inc. . 1_ivEf ..U/o:sIEt21 FONT(1N ACCTJJOBK rk;rrnAi CARRIER TONS ASta. 7.MA.. TRUCK # Alt PRODUCT #, .,i TRUCK LIC. NO. Pock Co. LITTLE ROCK PLANT #5 7749 E. Ave. T. Little Rock, CA 93543 DATE 8/6/02 09:47 P.O.# J;oft9 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 • 16351,k Construction Circle West Irvine, CA 92718 e, ,, a11;,tea , .. 01 COMMODITY INFORMATION TVPr n. /4. hmr•ttlr6 np/.[Y('tP TRAILER LIC. NO. TRAILER LIC. NO. ORDER r.THIS IS NOT A TICKET NO. 8 004 TICKET # IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 1462 0316 PLANT "Y/P Colton-:RCK GROSS 'NET CQUANT I TY TARE ter QUANTITY .v 3/4 1 /2 3/8 Sand Oil 1290. 1410. 14901. ' 2690.. 36/t. 0 1130. 1320. 1Sa00: 2610. 364. TOTAL • 7244 ' 6924 Total. Not 2420. .2730 290 309, 728 14168t Weekend Charge t Tie] Charge.: TaK Stab Total : Total: WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following describedcommodity was weighed, measured, or counted by a welghmester, whose signature is on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Divlsion 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agdcu0ure. BY l'.PlT'.'!_t``r WEIGrG+-HMASTnnr TitER DEPUTY do 11.11NISPF.'CTQRStCOP,Y Inc. 4379.a4 7 NET OA TONS FWD. Inns: LOAD NO., DRIVER GROSS & TARE ON O OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BYCrD X. CUSTOMER BYC D X ;'A,�(. 7 da NOTICE; It is agreed between Buyer and Seller that sale was consummated and title passed et the plant site. The price o1 this material has been quoted F.O.B. our plant and subject to sales lax on material only. Transportation charge for this material is made by licensed Independent truck operators at Public Utilities Commission rates and subject, if applicable,to transportation tax only. • - - Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attomeys fees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate of one and one -hag percent (1 1/2%) per month (1a% per annum). As evidenced by signature, driver/carder is responsible for the accuracy of this vehlole9Tare weight. The driver/carrier will notify shipper/consignor if there is any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 • Toll Free (888) 273-2200 • CAMPUS PLANT#2 2006 Campus Ave.. Upland, CA 91786 • SAN bERNARDINO PLANT #3 2300 W. Baseline Ave • San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 AIbEr t 'WaD4tvies, 1'ntra:. VARIOUS STREET LOCATIONS SLOVER Il/T. POPLAR AND . cntmln FONTANA / R I At_TO LLIDA Rack Cn. LITTLE ROCK PLANT.#5 7749 E. Ave. "T" Little Rock, CA 93543 Inc. DATE 8/6/02 09:32:' P.O. # MT. VIEW #6 1499 Benson Ave.. Upland, CA 91786 / 20 9 IRVINEPLANT a#7 16351'h Construction Circle West Irvine, CA 92718 THIS IS NOT A TICKET NO., 288001 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT#10 265 E, Santa Ana Ave. • Rialto, CA 92376 ' TICKET #. 1-462O$1! PLANT nip Colton .RCK u ACCTJJOB ,.TONS COMMODITY,rINFORMATION GROSS NET . aura r!TY.: • no 1'''e CARRIER • r 4,; 09 ,TRUCK # 3. 01 ' Cfai.,"t 604-F7. s-; TRUCK LIC. NO. TYPE B3/4° MAY t4Ff I1'R4d'�0 TRAILER LIC. NO. 3/4 112 -;..3r+8 Sand . 11i1 1490. 1510. 1640. ' 29' 0. 41 .0 1310. 1540. . 1610. 3010.14403. 0 13 3 wt': 151.0. 1690. 30 I . 418. 0 19(7.0. 1620. 2950.. 421. 0 1400. 1880. 1 r90. t:'970. k_ 397.0 r 1394i''.' 1520. 1630. 3020. ,; ; . 0 Tnt;ai` Noi: .8190 9860 NeePend Charge : Del Charge: Tr)t: Stab Tart; al 9780 17910 2443 • ,WEIGHMASTER CERTFICATE THIS ; IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weghmaster, whose signature is on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter'.i (commencing with Section 12700) of Division 5 of the California Business and.: Processions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. . TOTAL' 8002 .. 7873 7938! 8181 . �8237 yp BY KW ISLE f a1 LD .. Fps 'DEPUTY lltti i irl6e�f P.aci: NI! IGHM�4StT.ER ' CUSTOMER COPY. 575921 DRIVER BYREC,D X TARE NET Qugm LTV TONS ,FWD. TOTAL TONS f . 24. P19 DRIVER GROSS & TARE r•die E. 1 ` ❑ OFF LEAVE PLANT J i , ARRIVE JOB LEAVE JOB DELAY TIME ti CUSTOMER REC'D BY X NOTICE It Is agreed petween Buyer and Seller that sale was consummated and title passed at the plant site.;Tfieprice of this material has been quoted F.O.B. our plant and subject to sales fax on material only. Transportation charge for this material ismade by licensed independent. truck operators at Public Utilities Commission rates and Should any IRigatbn or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorney§ fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment is due et the rate o1 one and one-half percent (1 I/2%) per month (18% perannum). As evidenced by signature, driver/carder Is responsible for the accuracy of this vehicle§ Tare weight. The driver/carrier will notify shipper/consignor If there Ls any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) . subjept, If applicable, toy transportation tax only. CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline. Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 OLLIDAY Rock Co. , Inc. LITTLE ROCK PLANT #5 7749 E. Ave. 'T" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786. IRVINE PLANT #7 16351'h Construction Circle West Irvine, CA 92718 THIS IS NOT A TICKET NO. 287996 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10' 265 E. Santa Ana Ave. Rialto, CA 92376 filbert 1,1a , Davies, `inc.., SLO!1EP 11/0 • S1 EDPA FO JTAra . DATE 8 /C /02. 09 0 l P.O.# •/209 i .. TICKET # 14620813 PLANT nip Cc,ltnrl RCR ,jACCT,/JOB PRODUCT.#= COMMODITYINFORMATION GROSS t'Ii T (MMJRIIT 1 TY • DVIES61 CARRIER '"FI. F �5. f PR TRUCK # '^s; fit i1134P TRUCK LIC. NO. TYPE p♦ 2/4ti'. fi if iIs ttIFD it,ioG( TRAILER LIC. NO. • TRAILER LIC. NO. I ORDER 3/4 1/2 3/8 Siuid '..' 0•I1. TOTAL 1160. 1350. " 1 4O.. 2860. 64 fx 8934 1180.• 1290. 1390. 2610. • 365.0 6835 Total Piet 2340 . ° 2840 :. 2 790 S270 • 729 • 1.3'769 WJeeltend Charge: DDcl, Charr!ep. Tax: Soh Total • ` Total WEIGHMASTER CERTFICATE THIS IS TO .CERTIFY that the • following described commodity was weighed, measured, or counted by a weighmaster, whose signature Is on this certificate who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing wkh Section 12700) of DNbbn 5 o1 the California Business and Professions Code, adminbtered by the Division of Measurement Standards of the California Department of Food and Agriculture. - lull � WEIGHMASTER TER DEPUTY 110 I,111NSPEOTORSCCOP,Y I nt.' TARE NET tlJA TITY NET TONS FWD. Tioi 1 r - 1 TOTAL TONS 11.7"7 LOAD NO. 2 • DRIVER GROSS & TARE ❑ ON O OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER REC'D BY , X• CUSTOMER REC'D X' NOTICE: It Is agreed between Buyer and Seller that sale was consummated and title passed et the plant site. The price of this material has been quoted F.O.B. our plant end subject to sales tax on material only. Transportation charge for this materiel is made bylicensed Independent truck operators et Public Utilities Commission rates and • ' subject, if applicable, totransportation tax only. • Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attomey's tees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment Is due at • the rate of one and one•had percent (1 1/2%) per month (19% per annum). • - As evidenced by signature, driver/carrier Is responsible for, the accuracy of this vehicteb Tare weight, The driver/censer will notify shipper/consgnor if there is any change in light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE . FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982.1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave.., Upland, CA 91786 'SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 SOLD'. TO ~. HOLLID, Rock Co. , InC: RIALTO PLANT#4 LITTLE ROCK PLANT #5 ' MT. VIEW #6 IRVINE PLANT #7 485 E. Santa Ana Ave 7749 Er Ave. 'T" •-s-1499 Benson Ave ,16351 t Construction Rialto, CA 92376 Little Rock, CA 93543 -Upland, CA 91786 Circle West Irvine, CA 92718. (1brrntAa • .Dav 1es1 Inca SLOVEr 410 SIERRA • FONTAN DATE' 6/6/ t2. 0106 'P.O.# ACCT/JOB ,q. T( '�PRODUCT #. COMMODITY INFORMATION CONTROL# THIS IS NOT A TICKET NO. 287992 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 -RIALTO PLANT. #10 265 E. Santa Ana Ave. Rialto, CA 92376 PLANT cl/P Colton fCR GROSS 1E f OU(HT I V , T)t)TF5P.1 ' • CARRIER , • rr't Act TRUCK # i*1 npilp TRUCK LIC. NO. L'. "f et r ' :tr j ,.'yolfl='F ::,1/4" t1flu MFO pltt,'tf"t!' TRAILER LIC. NO. TRAILER LIC. NO. 3/4 1 /8 ... 3 /D Sand 014 730. 0 1430. 1740.' 2560. 366. 0- 1100. :1370. 1590. 2590. 348. 0 Total Net 1830 Weekend .Charge Del Charges Tax: Sub Total t Total ORDER TOIL 6626 6998 2600 3290 5150 714 43704 WEIGHMASTER CERTFICATE 'THIS IS TO , CERTIFY that the following described commodity was weighed, measured, or counted by a weghmaster, whose signature is on thls certificate who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of . Division 5 of the California Business end Professions Code, administered by the Division of, Measurement Standards of the California Department of Food and Agriculture.. BY WEIGHMASTER • Ho11 itNB.PESTORSt QP,Y I► t . DEPUTY w 7964P TARE 'NET tw!!.I(at1 I TY NET TOTAL TONS LOAD NO. €rya 1 DRIVER GROSS & TARE • ON - ❑OFF' LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME • APPROVED, DRIVER REC'D BY A CUSTOMER/ BYC'D X , aG NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed a1 the plant she. The price of this materiel has been quoted F.O.B. our plant and subject to sales Fax on materel only. Transportation charge for this material is made by Licensed Independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shell be entitled to a reasonable sum for collection costs and attornays fees, whetherpr-not litigation is pursued. Payments due and unpald shall bear interest from the date payment is due at • the rate of one and one-hatl percent (1 1/2%) per month (18% per annum). , A. evidenced by signature, driver/carrier Is responsible for the accuracy of this vehicle's Tare weight. The driver/caller will notify shipper/consignor if there is any change In light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave; 'San Bernardino, CA 92411 SOLD TO RIALTO PLANT:#4 485 E. Santa Ana Ave. Rialto, CA 92376 .. fitIb twt 4I. Dzk'vie t Inc. Fontt nc LITTLE ROCK PLANT #5 7749 E. Ave. T. Little Rock, CA 93543 DATE P.O.# /209 MT. VIEW #6 IRVINE PLANT #7 1499 Benson Ave. 16351'4 Construction Upland, CA 91786 Circle West Irvine, CA 92718 AACCTJJOB M - IONS PRODUCT, # COMMODITY. INFORMATION .,`.:L CONTROL # THIS IS NOT A TICKET NO. 287972 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 _265 E. Santa Ana Ave. Rialto, CA 92376 PLANT' fl/P Colton iicl! GROSS MET 'ntJ 1TIT.Y rlIFS10 7.03 01142 TYPE } , /4" t4aX Mr A t4010 TARE NET, 01lfl`&TITV CARRIER tiro r. TRUCK # 01 TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER 3/ t 1 /2 3/f. Sant' 01 l TOT(1L, 11110. ' 1280. 1510. 2700. 359. 0 70129 . 1190.. 1340. 1480.. 2676e `r 8. 0 70351' Total net 2370 2620 2990 5370 717 14067 4leekend Charge: Del Charge: • Taxi Sub Total:. WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following 'described commodity was weighed, measured, or counted by a weghmaster, whose signature Is on this certificate who is a recognized authority of accuracy, as prescribed by Chapter 7 commencing with Section 12700) o1 Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture • • BY V1,1/ t FV nrF}11t t7 DEPUTY WEIGHMASTER HD 11 a. 1NS,,PEGTORSIOOPPY Inc. TONS FWD. Tent; la. TOTAL TONS LOAD NO. DRIVER GROSS & TARE ❑ ON '0 OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BYC'D X CUSTOMER REC'D `" BY x 1 0 % ,- '� ( • NOTICE It is agreed between Buyer end Seller that sale was consummated and title passed at the plant site. The price of this materiel has been quoted F.O.B. our plant end subject to sales lax on metenal only. Transportation charge for this materiel is made by licensed Independent truck operators at Public Utilities Commission rates and . subject, 1 applicable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs end ettomey'a fees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment Is due et the rate o1 one end one -halt percent (1 1/2%) per month (18% per annum). As evidenced by signature, drNer/carder is responsible for the accuracy of this vehicle's Tare weght.The driver/tamer will notify shipper/consignor if there is any change in light weight due to changes in equipment, fueling, etc. Calif B 8 P Code Section 12722 (a8b) • CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2, 2006 Campus'Ave, Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave _ San Bernardino; CA"92411 SOLD TO HOLUDA! RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Albert,'I1 Davies; Inc. Font ana Rock Co. LITTLE ROCK PLANT #5 7749 E. Ave. "T". • Little Rock, CA 93543 • DATE P.O.# MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 163511k Construction'` Circle West Irvine, CA 92718 ACCTJJOB ' f. TOP Trb. 7; TONS 7., 04 ,;,PRODUCT;#; Am COMMODITY INFORMATION TYPE '< :;/4" MAY lt9rY1:'nru4 lt, n CONTROL # THIS IS NOT A TICKET NO. 287948 TICKET # IRVINE PLANT#8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 1 r46207„?') PLANT fl/P Colt on. RCli • GROSS " PIET VOMIT ITY TARE NET £Uh•IIJTITY CARRIER TRUCK # TRUCK LIC. NO. TRAILER LIC. NO. , TRAILER LIC. NO. - ORDER NET 7: 04 1.1eattend • Charge: Del ChSirge Tax: Sob Total a Total: 3/4 . 1/2 3/8 Sand tli 1 TOTAL 760. 17R'0t, 1. t#7i�•y0 2660.36 3. 0. 6973 1320. 1310t. 1470. 2660. 355. 0 7115 0 3030 2940 .5320 .71a - ' 1408E3 WEIGHMASTER CERTFICATE THIS is TO CERTIFY that the following described commodity was weighed, measured, or counted by a weghmaster, whose signature is on this certificate who is • recognized authority of accuracy, as prescribed by Chapter 7 commencing with Section 12700) of Division 5 of the California Business and Professions . Code, administered by the Division of Measurement Standards of the California Department of Food end Agriculture. • BY l'P�T!"!_l'Y nit•nry fl' DEPUTY WEIGHMASTER Ito 11 i 1NSPECITORSMOP,Y Inc. TONS ,FW Tons TOTAL TONS i'r, Psi DRIVER GROSS & TARE ❑ON ❑OFF LEAVE P,fANT ARRIVE JOB LEAVE JOB DELAY TIME , APPROVED DRIVER BYCrD X CUSTOMER BYCrD X J( NOTICE: It is agreed between Buyer and Seller that sale was consummated and tale passed at the plant site. The price of this material has been quoted F.O.B. our plant and syb)ect to salesitax on materiel only. Transportation charge, for this material 's made by licensed Independent truck operators at Public Utilities Commission rates and subject, It applicable, to transportation tax only. - Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation b pursued. Payments due and unpaid shall bear Interest from the date payment Is due et the rate of one end one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/cancer Ls responsible for the accuracy of this vehicles Tare weight. The driver/carrier will notify ihipper/consignor if there' Ls any cliange . In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE it FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave.., Upland, CA 91786 SAN,BERNARDINO PLANT #3 2300 W. Baseline Ave • San Bernardino; CA 92411 I1OLLIDA! RIALTO PLANT'#4 485 E. Santa Ana Ave. Rialto, CA 92376 Rock: Co. , Inc. LITTLE ROCK PLANT #5 7749 E. Ave. T Little Rock, CA 93543 CONTROL # THIS IS NOT A TICKET NO. • 879O5 r�w'IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 MT. VIEW #6 IRVINE PLANT #7 RIALTO PLANT #10 1499 Benson Ave. 16351 % Construction 265 E. Santa Ana Ave. Upland, CA 91786:' Circle West Rialto, CA 92376 Irvine, CA 92718 SOLD;TO s Albe.t,1: SLciv r'" DATE 8! r/D2 09: ?t1 P.O.# /209 TICKET # .1' 620784 PLANT ft/P Colton . RCI; ACCTJJOB ,,,,; DV IES60 „ TONS 9.21 PRODUCT #: AR42 COMMODITY., INFORMATION i YF�F I7; .3/4tt1AX . MEt7 A,R4000 GROSS I T. i71,l11K1`i1TV TARE 1�3NT 1 Y CARRIER r TRUCK # ,71 Weekend Charge: it Ch rnet Tax: alb Total: Total: • TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO, ORDER r,f���/ 3/4 ,1/2 3/9 Sntid Oil Tarr& 660. 0 1.6 o. 1.84o.' 3020. 429. , - ... 99 1730. 1890. 1900. 2930. 378.0 88318 • DEPUTY WEIGHMASTER CERTFICATE THIS Is TO CERTIFY that the following described commodity was •weighed, measured, or counted by weigbmpsytte hose signature Is on this certificate who Is' a recognized authority o1�FpUrecctyilas° pprprtsgqribe) Ary phaliteti 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered ppbnny theyp Division of Measurpmen Standards 0y11 the California Department of FoodnerAStutitila V - Hti k CQer , Enc.' BY WEIGHMASTER INSPECTORS COPY 575.297 NET 8.21 ) TONS FWD. TOTAL TONS 8.21 LOAD NO. 1 DRIVER GROSS & TARE ❑.ON ❑ OFF LEAVE PLANT ARRIVE JOB' LEAVE JOB DELAY TIME APPROVED DRIVER BYCr� X CUSTOMER :! CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 • NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this materiel has been quoted F.O.B.'our plant and sgbJect to sales tax on matenat only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, If applicable, to transportation tax only. - - Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys lees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment Is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier Is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor If there Is any change In Tight weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) HOLLIDAY Rock Co. , Inc. ., 1 LITTLE ROCK PLANT #5 MT, VIEW #6 IRVINE PLANT #7 RIALTO PLANT #10 2300 W. Baseline Ave 485 E. Santa Ana Ave. 7749 E. Ave. T. 1499 Benson Ave. 1635114 Construction 265 E. Santa Ana Ave. San Bernardino, CA 92411 Rialto, CA 92376 Little Rock, CA 93543 Upland, CA 91786 Circle West Rialto, CA 92376 Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 287091 091 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLO TO Albert. W. T}: (tries, Inc. xLoverFont ana TICKET # 2101109711 PLANT t!P Col t on- c RCR•i i ACCT.FJOB :." ,TONS ., ; PRODUCT # COMMODITYINFORMATION GROSS NET QUANTITY 7.9B rrE '13, 3/4' Mrlk..,MEW: faft00O TARE NET CMJnHT1TY CARRIER TRUCK # Pi TRUCK LTC. NO. CLOVER' AND CITRUS'JO!3 0209 TRAILER LIC. NO. TRAILER LIC. NO. 3/4 1/2 '3/8 Sand ( R 900. 0 1010. 11.20. 2010.�^,y�272. 0 910. 0 ..1010. 1090. 2030. 274. 0 910. 0 1020. 1090. 12040. 27 .0 Total Net . 2'720 .3040 Weekend Charge:. Del Charge: Tana SO Total: Total: e ORDER pc71: 300, 6080 818 15958 WEIG HMASTER ,CERTFICATE THIS IS TO CERTIFY. that the following desbdbed commodity was weighed, measured, or counted by a weighmaster, whose signature Is on this certificate who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 6 of the Califomia Business and Professions Code, administered by the Division of Measurement Standards of the California Department - of Food and Agriculture. BY GRIPED!, CHIRIS DEPUTY 1i011 Ci i,N�,WEIGHMASTER iFF 1f�RSrbOPYI'r�c«, 574580 NET f�✓ ,(' 7.9E1 TOTAL TONS • 16. 97 LOAD NO. DRIVER GROSS & TARE ,❑ON El OFF LEAVE^PLANT ARRIVE JOB LEAVE JOB • DELAY TIME APPROVED DRIVER BYCrD X CUSTOMER BYRECr� , X NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price o1 this material has been quoted F.O.B. our plant and subject to sales tax on materiel only. Transportation charge for this materiel is made by licensed independent truck operators at Public Utilities Commission rates and subject, d applicable, to transportation tax only. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs end attorneys fees, whether or not litigation Ls pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate of one and one-hatf percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carder b responsible for the accuracy of this vehlolob Tare weight. The driver/caner will notify shipper/consignor If there Is any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982.1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 • 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 flack Co. y Inc. • LITTLE ROCK PLANT #5 7749 E: Ave. 7" • Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave: Upland, CA 91786 IRVINE PLANT #7 16351 Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 287068 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD TO "4 beta; lot. Lwcr. . Fontana. av i t ii, 14t c« DATE E3/2103 08133 TICKET # 210009 5!5 PLANT . I/P Colt on-r RCK mACCTJJOB ..u=;: ,,.TONS `...t.,bt' ,PRODUCT# ; COMMODITY INFORMATION :` GROSS NET `DU NTITY DVIES60 AR42 • TYP ' 13, 3/4J1 t+I X MED AR400 l TARE • NETQUANTITY CARRIER SELF TRUCK # 1 TRUCK LIC. NO. TRAILER LIC. NO. TRAILER. LIC. NO. ORDER. 29 SLOWER AND CITRUS JOB 3/4 . .1/e ' 3/8 .Scald woo. • 1020. 1380. ; ; 2290.. 31.C. a . woo. 1em,a .2iry90+. 312. 0 11.30. 1130. 1240. 2260. • 31p, Total Not 3030 i; elPcmtl Charge: . Del Charge: 'Tax: Sub Total Total: WEIGHMASTER CERTFICATE mis Is TO CERTIFY that the following described commodity was weighed, measured, or counted by a weghmaster, whose signature is on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section.12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture.... BY GRIFFEN, CNRIS DEPUTY WEIG MASTER Hc�l1ldgNSF��E itbFfsr'COF "'c' NET TONS FWD. TOTAL TONS 8.99 LOAD NO. DRIVER GROSS & TARE ,❑ ON ❑ OFF LEAVE` PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BYCrD X CUSTOMER BYRECr� X NOTICE: it Is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price o1 this materiel has been quoted F.O.B. our plant and sabject to sales lax on material only. Transportation charge for this material is made by licensed Independent truck. operators at Public Utilities Commission rates and subject, 1 applicable, to transportation tax only.• - Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorney% fees, whether or not litigation 6 pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (15% per annum).. . As evidenced by signature, driver/canier is responsible for the accuracy of this vehicle% Tare weight. The drhrer/tamer will notify shipper/consignor If there Is any change in light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982.1553 Toll Free (888) 273.2200 CAMPUS PLANT #2, 2006 Campus Ave. Upland, CA 91786 ' SAN BERNARDINO PLANT #3 2300 W Baseline Ave San Bernardino, CA 92411 HOLLIDAY Rock Co., Inc. CONTROL # THIS IS NOT A TICKET NO. 287594 IRVINE PLANT#8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #4 • LITTLE ROCK PLANT #5 - . ' MT, VIEW #6 IRVINE PLANT #7 ; RIALTO PLANT#10 485 E. Santa Ana Ave. • 7749 E. Ave. T • 1499 Benson Ave.. 16351'k Construction 265 E. Santa Ana Ave. Rialto, CA 92376 little Rock, CA 93543 Upland, CA 91786 Circle West Rialto, CA 92376 Irvine, CA 92718 SOLD Albert W. Davies, inc. Fontana DATE- 7/30/02 1.1:06 P.O.# / ki TICKET# ±14f4rp lei 1 PLANT (/P Colton RC VACCT40B4g0 TONS `„s` 23.29 °A:,PRODUCT #.,,' COMMODITY INFORMATION ; TYPE Da 3 /tl " MIX hMED) flR40O( GROSS NET QUANTITY TARE WET lapin ITY CARRIER '. , !:1F1 it TRUCK # ft 9 Weekend Charge«. Del Charges.. Taxi Sufi Total x Total a TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER 3/4I 1/2 . 3/8 Sand Di 1 TOTAL 1130...,7�1750. 1610p!�,. 2890. 411. D 7751 1150. 1890. 1810. 3000. :391.0 7841 1310. 1.430.. 1610.;; 2870. 4/�05. 07625 138ii. 1550. 1620. 290 .: W04a 0 7854 1320. 1460. 1640.. 2860. 394.0 7614 1410.1490. 1620. .2890.. 390.0 . 7800 7700 9370 9710 17410 .2 3S5 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a welghmaster, whose signature Is on this certificate who is . a recognized authority of accuracy, as prescribed by Chapter 7 ((commencing wlth Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department o1 Food and Agriculture.' .: BY ItP.IT!.:t FY. CiE~I?ni..T) DEPUTY WEIGHMASTER Htal l i1NSPECtTORSCDOP,Y Inca NET 23. 29 TONS FWD: �• �" Ton TOTAL. TONS 23. 29 LOAD NO. 1 DRIVER GROSS & TARE E ON ❑ OFF LEAVE PLANT, ARRIVE JOB LEAVE JOB DELAY TIME APPROVED:' DRIVER • REC'D BY CUSTOMER BYREC,D X . unser."--"- NOTICE: It is agreed between Buyer and Seller that sale was consummated.and title passed at the plant.site. The price of this material has bean quotedF.O.B. Ole plant and subject to sales4ax on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. • Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment Is due at • the rate of one and one -haft percent (1 1/2%) per month (18% per annum). . As evidenced by signature, driver/carder is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify ,shipper/consignor if there Is any change in light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (e&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave:' Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLI DAY RIALTO PLANT-#4 485 E. Santa Ana Ave. Rialto, CA 92376 Rock Co. , . i nc. LITTLE ROCK PLANT #5 7749 E. Ave. "Tr Little Rock, CA 93543 MT. VIEW #6 IRVINE PLANT #7 1499 Benson Ave. 16351 th Construction Upland, CA 91786 Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 287607 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD`'TO Albert: Ili, Davie r .Inc. SLover. Font : atni': DATE 7/30/02 12n59 P.O.'# r TICKET # 14620631 ±631 PLANT :1/P C011:on. FCK i ACCT./JOB 'k :;.PRODUCT # COMMODIT''t INFORMATION GROSS , MET C!tNVITITY 'iCAR(iIER PP. 99 TRUCK # ( R42 .TRUCK LIC. NO. TYPE I3. 3/4" MAX MED A 400 . TRAILER LIC. NO. _ TRAILER LIC. NO. ORDER 1/ ' TARE • NET pu,CANTITY NET 22.99 T1tta1 tee Weekend Charge Del Charge; ge; Tabs Sub Total: Tt.t;Altt BY 3/4I 1/2 3/8 Sand Cai 1 1210. 171V. • 1600. 2880. 393. 0 1640. 1450. 1560. 2.1310. _404.0 1110. 1460., 1630. 2940. 398. 0 1330. ' 1500. 1570. 2930. 409.0 12 90..1480. 1580. 2820. 392.0 880. 0 1620. 1640. 2930. 4 02. 43 TOTAL 7803 7E364 7538 7739 7562 7472 7460 9230 9510 17310 2398 45978 WEIGHMASTER CERTFICATE ' THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weghmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the DNislon of Measurement Standards of the California Department of Food and Agncultura. •• - - '. i;PJlrt.EY; EER(U) .1.10 ,1.',lftr+�1 ryp, r IWEIGHMAncER INSPEPTOS COPY DEPUTY 572236 TONS FWD. TOTAL TONS LOAD NO. 3 DRIVER GROSS & TARE ❑ON ❑OFF LEAVE 'PLANT ARRIVE JOB LEAVE JOB ' DELAY TIME APPROVED' r DRIVE EC DRI f 1 , BY X • d CUSTOMER' t0tJ BY : X NOTICE: It Is agreed between Buyer an and subject to sales tax on materiel onl subject, if applicable, to transportation fe Should any litigation or other collection be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorney's fees, whether or not litigation Is pursued. Payments due and unpaid shall bear interest from the date payment Is due at the rate of one and one -hag percent (1 1/2%) per month (18% per annum). - - : As evidenced by signature, driver/carder b responsible for the accuracy of this vehicle's Tare weight. The driver/cartier will notify shipper/consignor if there Is any change In light weight due to. changes In equipment, fueling, etc. Calif B & P Code Section12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 that sale wasconsummated and title passed at the plant site. The price of th l has been quoted F.D.B, our plant nation charge for this material :Is made by licensed independent truck opera blic Utilities Commission rates and RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Rack Co., Inc. LITTLE ROCK PLANT #5 7749 E. Ave. "T Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 163511k Construction Circle West Irvine, CA 92718 CONTROL # L269924 HIS IS NOT A TICKET NO. IRVINE PLANT #8 16191 Construction ' Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adetanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD`TO, Albert 14 Davies 3Lc ver Fontana DATE 7/2.9./02 :12: Qi P.O. # TICKET # 1,4620577 PLANT 1/P Colton RCK ACC„T,JJOB DV IE 360 :TONS �,o ' 15.11 ;.P„RODUG,T,,# COMMODITY INFORMATION TYPE kit 3/4" mnx MED AR4 00 GROSS HET i1U(1P1Ti TY CARRIER 'FIF. TRUCK # 4hi TRUCK LIC: NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER 3/4 1/2 . 3/8 Sand Oil 12l ; r0. 1380. 1540. ` 2950.. 384.0 1310. 1560. 1600. 2740. ' 385. 0 1350. 1440. 1. '9?I , 2.800. 3+l5. 0 1310. 1430. 1580. 2020, `. 386.0 Total Het 5250 .5F110 6310 '11310 1540 Weekend Charge: Del Charge: Tax:. Sub Total: Total: 7534 • 7595 7565 7526i 30220 WEIGHMASTER CERTFICATE • THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature b on this certificate who 4s a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY UNICA', FY., IrFRAI..9 DEPUTY , WEIGHMASTER HO11 i,1NSPEGTO STCOR,Y Inc. 1309 TARE 1HET. OU(l\1T'ITY TONS FWD. ons TOTAL TONS 8 2 LOAD NO. 2 DRIVER GROSS & TARE ❑ ON • 'D.OFF' LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER REC'D BY X' CUSTOMER REBY X NOTICE: It Is agreed between Buyer and that sale was consummated and tale passed at the plant site. The price of th' I has been quoted F.O.B. our plant and subject to sales tax on material on nation charge for this materiel is made by licensed Independent truck operat blic Utilhies Commission rates and sub(ect, I1 applicable, to transportation to • . Should any litigation or other collection be necessary In order to collect sums due under this contract, purchaser agrees to ay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation Is pursued. Payments due and unpaid shall bear interest from the date payment Is due at '.• the rate of one and one-half percent (1 1/2%) per month (18% per annum). • As evidenced by.signature, driver/carrier Is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor If there is any change In Tight weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT#2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLIDAY Rock Co. CONTROL # THIS IS NOT A TICKET NO. 269909 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT#4 LITTLE ROCK PLANT #5. • MT. VIEW #6 • IRVINE PLANT #7 ' RIALTO PLANT #10 485 E. Santa Ana Ave. 7749 E. Ave. T' 1499 Benson Ave. 16351'/z Construction • 265 E. Santa Ana Ave. Rialto, CA 92376 Little Rock, CA 93543 Upland, CA 91786 Circle West • Rialto, CA 92376 Irvine, CA 92718 SOLD'•TO .>7 Albert W. Davies, Inc. Mover ' Pont DATE 7/29/02 ;1 +a 46 P.O.# -or ll TICKET # 14 620565 Y6 R,I PLANT A/P Cuiton Pi:.'!;. z)tV I ES60 CARRIER ,,,TONS n,g 23.15 TRUCK # 01;. PRODUCT #,; TRUCK LIC. NO. COMMODITYa;INFORMATION,„• T1VPE • 13, 3/4..71 NAXi MED AR4000 • TRAILER LIC. NO; TRAILER LIC. NO. ORDER ' 3/4I 1/2 . 3/8 Sand 0i 1 TOTAL 940.0 1850. 1710.. 2840. 389.0. 7729 1140. 1720. 1580. 2930. 398.0 7766 1350. 1490. 1540..2930.. 415.0 7725 1290. 1490. 1560. 2840.'.:4O1.411 7581 1400. 1460. 1550. 2880. 380.0 ..7670 1350. 1550. 1600. 2940. 397.0 7837 Total Net 7470 :9560 9540 .11360 2378 Weekend Charge; DelCharlie: Tart* Sob Total:: WEIGHMASTER CERTFICATE • THIS IS TO CERTIFY. that the .following described: commodity was weighed, meastred, or counted by a welghmaster, whose signature Is on this certificate who Is • nized authority of accuracy, as prescribed byChapter 7 (commencingwith Sec 12700) of. Division 5 of the California Buiness and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. . K111SLEY. .OERAI-0 • .BY DEPUTY • : IiOI l iday Rock WIGHMAPTER INSPECTORS COPY GROSS WET i;rJNTITY TARE NET DipU1\ITY TOTAL TONS t .. . ra LOAD NO. DRIVER GROSS & TARE ❑:ON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB. DELAY TIME • APPROVED CUSTOMER REC'D BY X NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plant she. The price of this material hes been quoted F.O.B. our plant and pubject to sales tax on material only. Transportation charge for this materiel is made by licensed Independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. "Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shell be entitled to a reasonable sum for collection costs and attorney's fees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment Is due at • the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle's Tare weight. The driver/earner will notify shipper/consignor if there is any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll. Free (888) 273-2200 ::CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave • San Bernardino, CA 92411 HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Rock Co., Inc. LITTLE ROCK PLANT #5 7749 E. Ave. 'T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 CONTROL # THIS IS NOT A TICKET NO. 25343A. IRVINE PLANT #7 16351,k Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT#9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO HI6at Stover: I"r,nt an t irir:. DATE 7/2 9 /02 13 P.O. # TICKET # 2.1000872 PLANT /P Caci`!.tF.!CK • ACCTJJOB,,,,; TONS PRODUCT�a COMMODITY, INFORMATION GROSS_„ HL •• QUANTITY TITY 7rj5 111V4$ TYPE , 3/4t" MAX META AR4.000 TARE NET PLIANT ITV CARRIER 3Ci(.,.F TRUCK # 01 TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER 35 • NET P TONS FWD d". 95 TOTAL TONS 46.21 LOAD NO. - 3/4 1/2 3/ Sand Ptilit TOTC1L. 3 910. 0 1010.. 1090.; 2020. 276.11 6.11 5306 L gei .tit . 1000. 1100r; 201.0, C.7-'76. O 5236 DRIVER GROSS &TARE 900. 0 1C 03ei, •1..tt r7. n2.0, . cf. 529P v ON E OFF To.t,A 1. Met 2710 3010 -329P 6050 330 ►pie kend Charge : I3,e1 Charge: Su ia "1'r1t..] : ,Tir(: 1: BY WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature Is on this certificate who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Seaton 12700) of Division 5 or the Calhomia Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. OR1F1:EN, C1-1iuS Holliday Rock f iiWEIG�i�VIASTER INSPECTORS COPY DEPUTY LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BYRECrD X, CUSTOMER BY X NOTICE: It is agreed between Buyer and at sale Was consummated and title passed at the plant site. The price of this has been quoted F.O.B. our plant al subject to saki tax on matenal only, son charge for this material Is made by licensed independent truck opereto�lic Utilities Commission rates and subject, if applicable, to transportation tax - - Should any litigation or other collection e be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a . reasonable sum for collection costs and attomey§ fees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment Is due at the rate of one and one -halt percent (1 1/2%) per month (18% per annum). - • - As evidenced by signature, driver/caner Is responsible for the accuracy of this vehicle§ Tare weight. The driver/carrier will notify shipper/consignor If there Is any change In light weight due to changes in equipment, fueling, etc. Cali B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll, Free (888) 273-2200 CAMPUS PLANT #2 2006'Campus Ave. Upland,CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 140 LL-ID-AY Rock .Ca . , Inc: CONTROL # THIS IS NOT A TICKET NO. 2C 9 V 37 IRVINE PLANT #8 16191 Construction Circle East ;. ,.Iryrine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. • Adelanto, CA 92301 RIALTO PLANT #4 :' . • LITTLE ROCK PLANT #5 MT. VIEW #6 IRVINE PLANT #7 • RIALTO PLANT #10 485,E. Santa Ana Ave. 7749 E. Ave. TTa 1499 Benson Ave.. 16351'h Construction 265 E: Santa Ana Ave. Rialto, CA 92376 Little Rock, CA 93543 '' Upland, CA 91786, Circle West Rialto, CA 92376 Irvine, CA 92718 SOLD .TOr',a''1 , H1t 'rt • W. .vain e SLov er Font alio t nc�a DATE 7/26/0213217 P.O. # / TICKET # 1,4620519 19 PLANT A/P Cc~'1tan RCR EACCT./JOB,'. TONS PRODUCT #• COMMODITY :INFORMATION GROSS NET QUANTITY l);13E�7it�"I 9, j[j rY TYPE b, 3/4 MAX Fit) mom . CARRIER ELF TRUCK # D1 TRUCK LIC.- NO. TRAILER LIC. NO.. TRAILER UC. NO..,:' ORDER 49 3/4 ,i1 /2 3/8 Sand Of 1 TOTAL 1630. • 1750. 1690a' 3680. 458. 0 9208 131,0. 1770a 1930..3460. 466: 0 8936 Tonal Net: • 2940 3.5 0 . 3620" Weekend Chortle: Gel Charlie: . Tax St.ib Tot al s Total« BY 7140 924 18144 • WEIGHMASTER CERTFICATE . THIS IS TO CERTIFY that the following described commodity was 'weighed, measured, or counted by a weighmaster, whose signature Is on this certificate who Is a recognized authority o1 accuracy, as prescribed by Chapter.7 ((commencing with Section 12700) of Division 5 of the California Business and Prolessiore Code, administered by the Division o/ Measurement Standards of the California Department of Food and Agriculture. . .- t - .t;I t S`LEY,` tGERALD DEPUTY }1t I•ZSi • 'WIVEIGHMASTER INSPECTORS COPY TARE NET , U ICI TY TOTAL TONS • • 9.07 LOAD NO. 1 DRIVER GROSS & TARE. ❑F ON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED : - DRIVER REC'D BY CUSTOMER BY :'X". NOTICE It is agreed between Buyer and t sale was consummated and title passed at the plant site. The price of this as been quoted F.O.B. our plant and subject to sales tax on material only atlon charge for this material is made by licensed Independent truck operato lic Utilities Commission rates and subject, if applicable, to transportation tax • Should any litigation or other collection effort be necessary In order to collect sums` due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attomey`s fees, whether or not litigation b pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). `, As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle% Tare weight. The driver/carder will notify shipper/consignor If there b any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 • RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 LLID Rock Co., Jnt!. LITTLE ROCK PLANT #5 7749 E. Ave. T Little Rock, CA 93543 MT. VIEW #6 IRVINE PLANT #7 1499 Benson Ave.. t; ' 163511k Construction Upland, CA 91786 Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. . 263097 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 ,SOLD TO Albert W. Davies, Inca SIover Rialto DATE 6/21/02 1 I:58 P.O.# i TICKET # 14619 53 PLANT {'1,p Colter l RCI ACCT./JOB TONS, .PRODUCT COMMODITY INFORMATION, '� , GROSS, NET own Y rot trcv37 CARRIER CCLr ,cr TRUCK # Weekend Ch rnel, Del Charge: Sub Tota1 a. Total a'' TRUCK LIC. NO. TVDI= 11. 7A//1 n mnY MFf 41P40n' TRAILER LIC. NO. TRAILER LIC. NO. ORDER 3/4 1/2 3/8 Sand Oil 480. 0 1110. woo. ?19.:0. • 246. 0 810.0 910.0 1020. 1870. 251.0 a...: TOTAL•. 48+�i 6 t4 6 l WEIMa•41,MASTER,CERTFIPATE THIS IS TO CERTIFY that the following described commodity was welphed, measured, or counted by a w ghmaster, whose aq nature b on this certificate,who b a recog ed .s hOriry of. ecc racy, preltT)bed by Chapter) commencng wtih Section 27�)+0}. [ bion SYol+ rhej'Califomle' Businebs+end` Protesslons Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY WEIGHMASTER INSPECTORS COPY DEPUTY TARE NET NET 0114 T V TOTAL TONS LOAD NO. DRIVER GROSS & TARE ❑ON ID OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BYCrD CUSTOMER BYCrD X NOTICE: It is agreed between Buyer and t sale was consummated and title passed at the plant site. The price of this es been quoted F.O.B. our plant and subject to sales Fax on material only. lion charge for this material is made by licensed Independent truck operato tic Utilities Commission rates and subject, 11 applicable, to transportation tax o Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attomey's fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 'I/2%) per month (18% per annum). As evidenced by signature, driver/carrier Is responsible for the accuracy of this vehlcleb Tare weight. The driver/carrler will notify shipper/consignor If there b any change in light weight due to changes In equipment, fueling, etc.. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1.. 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 OLLIDA fork. Co. w Inc. LITTLE ROCK PLANT #5 7749 E. Ave. '1' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351'k Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 2' 084 IRVINE PLANT#8 .16191 Construction Circle East • Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD TO ribtbeat W. Davies, Inc. S.i o'v r DATE 6/21/02 ci7a32 P.O.# / TICKET # 14619645 PLANT }rP Calton RCN =?'ACCTJJOB —TONS .'�' ,PRODUCT , COMMODITY INFORMATION, GROSS . MET Pt 4T1TY LWTES57 6.26 042 TYPE E, 3/4" MAY MED AR4000 TARE` • 4ET t?t1ARTI T Y CARRIER SELF TRUCK # 01. TRUCK LIC. NO. TRAILER UC. NO. I - TRAILER UC. NO. ORDER 18 NET 6.26 3/4 1 / 3/5 ,Sand Oil 1080. 1110. 1440. f!. 2280. 335.0 / 260. 1. 170. 1330. 2230. 291.0 Total Met .2340 Weekend Charges De! Charge: Taxi Sufi Total: TUz�1 w TOTAL 6245 6281 22AO , 2770 4510 626 12526 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a welghmaster, whose signature Is on this certificate who is a recognized authori5r of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY i'(TSLEY, CEPALD DEPUTY WEIGH ASTER I1a114.e SP�G ORS1 'OPY�nc. 550476 TONS FWD. TOTAL TONS -6.26 LOAD NO. DRIVER GROSS & TARE 3ON El OFF LEAVE PLANT ARRIVE JOB LEAVE JOB. DELAY TIME APPROVED DRIVER_ REC'D \— BY X\;, CUSTOMER BYREC'D• X NOTICE: It is agreed between Buyer and t sale was consummated and title passed at the plant site. The price of this and subject to sales tax on matenel only. eton charge for this material is made by licensed independent truck opereto subject, if applicable, to transportation tax Should any litigation or other collection effort be necessary In order to collect sums due under thb contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation is pursued. Payments due end unpaid shall bear Interest from the date payment Is due at the rate of one and one -hell percent (1 1/2%) per month (18% par annum). As evidenced by signature, driver/carrier Is responsible for the accuracy of this vehlcleh Tare weight. The driver/carrier will notify shipper/consgnor if there Is any change in Tight weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 LLIDAY Rock Co. y Inca LITTLE ROCK PLANT #5 7749 E. Ave. 'Tr Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 163511k Construction Circle West Irvine, CA 92718 THIS IS NOT A TICKET NO. 263 0 9 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 , ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD TO t 1b rt W. ita+rieel, .; Inca Glover Rialto' DATE 6/2I/02 09;26 P.O. # TICKET # • 14619650 PLANT fftP Co 'ten ftCR ,ACCT./JOB DVTEST/ CARRIER SELF 4. 08 TRUCK # 01 PRODUCT 4AZ flR 2 TRUCK LIC. NO. COMMODITY INFORMATION o„ TYPE f3, 3/4" MAX i ED Affft000 TRAILER LIC. NO. TRAILER LIC. NO. ORDER •18 GROSS MST T rii Uf>IT,I TY TARE WET.0 ,;TV 3/4 1 /2 3/8 SAnct O ] 1020. 2020. 1760. 2940. ' 424. 0 Total Piet . 10r0 2020 1760 Weekend Charge: Del Charge: Tax: Sub Total Total: 29(!O 424 TOTAL 8164 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weghmastar, whose signature Is on this certificate who Lsa recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) o1 Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department o1 Food and Agriculture. . BY I;S'tlSLEY, GER►ALD DEPUTY WEASTER Hallic�f` pecoranstCOIGHpYNI'n ' TONS. FWD. ono TOTAL TONS i LOAD NO. DRIVER GROSS & TARE 0. ON O OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVERv-.,.. REC'D BY X Vi CUSTOMER REBYC,D. X NOTICE: It is agreed between Buyer and t sale was consummated and title passed at the plant site. The price of this as been quoted F.O.B. our plant and subject to Baled'tax on metenal only. ation charge for this material is made by licensed Independent truck operato Ilc Utilities Commission rates and • subject, if applicable, to transportation tax , Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment Is)due at the rate of one and one -hall percent 1 1/2%) per month (18% , As evidenced by signature, driver/carriei'is responsible for the accuracy of this vehicle§ Tare weight. The driver/carrier will notify shipper/consignor ff there is any change in light weight due to changes In equipment, fueling, etc, Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Rack Co., l nc. LITTLE ROCK PLANT #5 7749 E. Ave. 1' • Little Rock, CA 93543 MT. VIEW #6 IRVINE PLANT #7 1499 Benson Ave. 16351 h Construction' Upland, CA 91786 Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 263088. IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT#9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOL°DTO f1hert 54a .Davielz Slaver Rialto DATE 6/ 1 /O2 .oa: 33 P.O. # TICKET 14F1ggisA 'ACCT./JOB TONS ;PRODUCT # `COMMODITY INFORMATION', CARRIER L.0*.1 r TRUCK #F' �.. 2Jlw l .t 01 Totd'e1 Met Weekend Charge: Del Charge: Tax: Siih Total: Totalt TRUCK LICiNO!� TRAILER" IL C. NO. TRAILER LIC. NO.i I'ORDER la 3/4 . 1/2p3h/8 Sand.�y�0ir1 1150. 1060�yr. g1 g220. 112377Va 293.0 1ZI50. 1280. 11f0. cw330. 233.0 TOTAL 6093 .612"3 22002340 2390 . 4700 5 46 lei 16 WEIGHMASTER CERTFICATE • THIS IS TO CERTIFY. that the following described • commodity was weighed, measured, or counted by a weighmaster, whose signature Is on this certificatewho Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of DNIsion 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY 1\1 i i0L.E t WEIGHMASTER }ir><11 iIINPEC.TQbIq-.GQPY Inc. ' DEPUTY PLANT Goss r+`a1`tln r 'i' 7- :OFT r;IsiNI1TV TARE !rT r"lfbrCiT" TONS FWD. ,1/ NET f� TOTAL TONS 'A Ti «� LOAD NO. 1 DRIVER GROSS &TARE ❑ON • ❑OFF' LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BYC X CUSTOMER REC'D BY X CORPORATE OFFICE t FOOTHILL PLANT #1 2193 W.' Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE: It is agreed between Buyer and et sale was consummated end tltle passed et the plant site. The price of this has been quoted F0.5. our plant and %Abject to salestax on material only, coon charge for this material 15 made by licensed Independent truck opereto lit Utllkies Commission rotes end Subject, If applicable, to transportation tax Should any litigation or other collection e art be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shell be entitled to e reasonable sum for collection costs and attorneys fees, whether or not Iltigation Ls pursued. Payments due end unpaid shall bear Interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). - As evidenced by signature, driver/carder Is responsible for the accuracy of thls vehicles Tare weight. The driver/terrier will notify shipper/consignor If there Is any change In Tight weight due to changes In equipment, fueling, etc. Cold B & P Code Section 12722 (a&b) HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Rock Co., Inc, LITTLE ROCK PLANT #5 7749 E. Ave. "T" Little Rock, CA 93543 MT. VIEW #6. 1499 Benson Ave. Upland, CA 91786 CONTROL # T25329ET .NO. IRVINE PLANT #7 16351,h Construction Circle West Irvine, CA 92718', IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO tilb rat W. Orly1tz.s1 inc. !tflRTOUJ STREET LOCATIONS SLOVER & CYPRESS FONTAN67 DATE 6/20/02 08 P.O. # /cf09 TICKET # 21000713 PLANT IP Colton-2 RCR 4ACCT/JOB', TONS 4n „ ��n ,;PRODUCT„#t,„.� COMMODITY;INFORMATION .;'..; GROSS CJTT"_G!LIA iTITY Dv rr tlR4t2 TYPE Il, 3/4" MAXMET➢ 000 TARE MET PPM 1 Y CARRIER[t/+ VELt" TRUCK # 01 TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER 30 3/4 1/2 3f a Sand AR 1020. 1130. 1240. 2270. 310. D 1030. 1140a 1220. C290. .312. 0 Tot Met 2050 2270 2460 4560 Weekofd Charge: O.eI Charge a Ti fit: Sit) Tot al t Get .7.1r.. TOTAL :5970 5992 11962 WEIGHMASTER' CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed. measured,or counted by a welghmaster, whose signature is on this certificate who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing wfth Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department ' of Food and Agriculture. GPIFFEN1 CH IS BY Holliday Rack covyviGtIlVIASTER DEPUTY INSPECTORS COPY 549485 TONS FWD, .' )OW% TOTAL TONS 1.1.e96 LOAD NO. DRIVER GROSS & TARE YE ON CI OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER , REC'D BY CUSTOMER' REC'D BY X ' ti • :CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888)'273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 [ 2300 W. Baseline Ave 'San Bernardino, CA 92411 NOTICE: It Is agreed between Buyer and p has been quoted F.O.B. our plant and subject to sales,tex on materiel only.tic Utilities Commission rates end subject, If applicable, to transportation tax Should any litigation or other collection et1 1rbe necessary In order to collect sums due under this contract, purchaser agrees to and company shall be entitled to a reasonable sum for collection costs and attorney§ fees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment is due et the rate of one and one-half percent (1. 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier Is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor If there Is any change In light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) t sale was consummated end title passed et the lent site. The price of this etlon charge for this -material is made by licensed independent truck opereto HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Block Co:, Inc. LITTLE ROCK PLANT #5 7749 E. Ave. 'T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 CONTROL # THIS IS NOT A TICKET NO. 253288 IRVINE PLANT #7 16351 Yz Construction'. Circle West...-. Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 ,SOLD,TO ,filbert We Davies, Inc. Onlout 3TRECT LodytI06 SLOVE'R t4 CYPRESS MMTfNA DATE 6/20/02 07r,35 P.O. # /209 • TICKET # 21 000728 PLANT /P Colton--2 RCE< ACCTJJOB,,, TONS, , z ',;PRODUCT:#, `COMMODITY INFORMATION GROSS NET OUc ITTTY PVIFS 3 5.98 fR4c TYPE'13, 3/1"t4flXf4(DA1000 TARE I' T O11(lNTI TV CARRIER -- SELF TRUCK # 01 TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER 30 1 3/'4 1/23/8 Sand AR10t 0. 1170. 1240.- 2260. 312.0 1010. 11.30. 1250.2210. 312.0 • Total hMrt c 0l30 !lcckend Chtt^gs l.xul. Charge: Sub Total: TOTAL (3002 5962 *300 2490 • 4`320 • 624 11964 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weghmaster, whose signature is on this certtlicate who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department o1 Food and Agriculture. BY GR1FFES''.t, CHRIS DEPUTY Holliday Rock COWEIGHMASTER INSPECTORS COPY 549369 ,r TONS FWD. Tons TOTAL TONS LOAD NO. DRIVER GROSS & TARE , ,❑ ON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER 'DR ? BY CUSTOMER REC'D SY X S. ) NET t NOTICE: It is agreed between Buyer and t sale was consummated and title passed at the plant site. The price of this as been and subject to sales tax on material only ation charge for this material is.made by licensed independent truck operatoic Utilities Commission rates and lubjec1, lf applicable, to transportation tax o. Should any litigation or other collection effort be necessary In orde7 to collect sums due under this contrect, purchaser agrees to pay and company shell be entitled to a reasonable sum for collection costs and attorney§ lees, whether or not titigetloa b pursued. Payments due and unpaid shall bear Interest from the date payment Is due et the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carder b responsible for the accuracy 61 this vehicle's Tam weight. The driver/carrier wilt notify shipper/consignor 5 there Is any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) . CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 LLI DAY Rock Co., Inc. LITTLE ROCK PLANT #5 7749 E. Ave. "T" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 163511,E Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 262977 77 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD TO ai TICKET # l lbart ti. f,c�Vi,es, Slaver R16.tltO ACCT./JOB 1101 Trc:0•17 CARRIER el" "r TRUCK # Weekend Charge: i7e1 Charpa a Sub Total: Total: BY W IGH JER Flal. l 3.dratic- ROC. It • - INSPECTORS COPY nc. PRODUCT.#, �:•' TRUCK LIC. NO. DATE 6/.19/0 ? 11:36 P.O.# • COMMODITY. INFORMATION" TYPE mny row P4Ton TRAILER LIC. NO, TRAILER LIC. NO. 1 ORDER 3/4 1/2 3/8 Sad t111 850.9 1340. 1339, 2270.. 305.0 11159. 1120. 1170. 2360. 308.0 1900 2460 2500 4630 613 TOTAL 6095 • S008 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY, that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate who Isa recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of DNlslon 5 of the Caliomb Business and Professlorm Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. KNIS!_E?, GERL`ILD', DEPUTY 14619569 PLANT A/P Caltan RCK . GROSS FiET '•f!UANTITY TARE. NET �aET OUANTITY 6.05 TONS FWD, OT18 TOTAL TONS LOAD NO. 2 DRIVER GROSS & TARE ❑ON - ❑OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME 548785 APPROVED DRIVER \ REC'D CUSTOMER BYREC,P X • NOTICE: It Is agreed between Buyer and sale was consummated and title passed at the plant she. The price of this as been quoted F.O.B. our plant end sybJect to sales+tax on materiel only. 1ltion charge for this material is made by licensed Independent truck operator c Utilities Commission rates and bubJect, if applicable, to transportation tax or Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to and company shall be entitled to a reasonable sum for collection costs and attomey's fees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). I As evidenced by signature, driver/carrier Is responsible for the accuracy of this vehicle's Tare weight The driver/carrier will notify shipper/consignor if ()rere is any change, In light weight due to changes In equipment, fueling, etc. Card B & P Code Section 12722 (a&b) • CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300.W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485;:E. Santa Ana Ave. Rialto, CA 92376 OLLIDAY Rock C f'I a tl inc LITTLE ROCK PLANT#5 7749 E. Ave.'T' • Little Rock, CA 93543 ;} MT. VIEW #6 IRVINE PLANT #7 1499 Benson Ave. 16351'k Construction Upland, CA 91786 Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 26296 d. 0';-- IRVINE PLANT #8 '16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. .... Rialto,' CA 92376 SOLD TO Albert Ma Davies, Inc. lover RIaalto ,ACCTJJOB; TONS ',' PRODUCT # , ,' , DATE 61-1 P102 / 0129 P.O. # / COMMODITYINFORMATION TICKET # 14619 O4 PLANT (VP Colton RCH P IPir'.t+7 CARRIER rrs r 5' Oyer TRUCK # PI rtfip TRUCK LIC. NO. TYPE A. 74:✓rtW W Iu"! 11 'f 0/3("li7o TRAILER LIC. NO. TRAILER LIC. NO. 3l4 1 J'2 3/8 Sand 011. 930. 0 1190. 1400. 2320. 302. 4 520. 0 1.350. 1280. 315. 0 Total Met 1450 Weebend Char'rge7 Del. Charge: Tan: Sob Total: Total. a ORDER /, '1 .Z.� Tom 6142 5755 2540 2680 4610 617 1189/ BY tIC111 iciSIV Ilticl'' tvv61GHAI1ASTER INSPECTORS COPS - 548650 WEIGHMASTER CERTFICATE,7. THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature Is on thls certificate who Is a recognized authorityof accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 o1 the California Business and Professions Code, administered by the Division o/ Measurement Standards of the California Department of Food and Agriculture. Ft@IISI.tl Y„ GERALD DEPUTY GROSS LIFT'• Appl'IT1TY TARE . fiIE T' (tJ(NT 1 TV NET . c -p.,. . 95 TONS -FWD'` TOTAL•• TONS r • 5.95 LOAD NO. 1 DRIVER GROSS & TARE ©k'ON ❑ OFF LEAVE PLANT, ARRIVE JOB, LEAVE JOB DELAY ;TIME f5PPROVED 'DRIVER REC'D CUSTOMER REC'D X NOTICE: It is agreed between Buyer an that sale was consummated and title passed at the plant site. The price of thiel has been quoted F.O.B. our plant and subject to sales tax on material onl ortason charge for this material is made by licensed independent truck opera ublic Utilities Commission rates and subject, It applicable, to transportation to Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor if there is any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 LITTLE ROCK PLANT #F 7749 E. Ave. "T" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351'/e Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD TO DATE P.O. # TICKET # PLANT ACCT:JJOS TONS PRODUCT # COMMODITYINFORMATION GROSS TARE CARRIER TRUCK # TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER NET liPie AC- ie \f( cos r 7 LA2,44-S p2 S I o!? 4-56) (D S 4 l Dpt, t- g 1 1!2. 1 /2 37$ 3/.E1 TOT" 70. 1.370. 1620. i f "O. 1660. 1 €60,,, • 0. 1.320. 1 t•:, 0. 1 I ^! O. 1650. 16 r�:` .. q.4).). I �i40. 1530. t . 1 nci. 1 6�.1£ . 1.650.. ' leekend Charge: DN1 ChargeI :pub Total: Total: 41_ tz Al sQ 4B7t'a WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business end Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY WEIGHMASTER INSPECTORS COPY DEPUTY TONS FWD. J TOTAL TONS LOAD NO. DRIVER GROSS & TARE ❑ ON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER REC'D BY CUSTOMER BYC,D ,iNOTICE'f It is agreed betwedn..Buyer a that sale was consummated and title passed at the plant site. The price of th' ial has been quoted F.O.B. our plant %O sub BI bjac po salve a on material ntex�l�. ortatlon charge for this material is made by licensed independent truck oper 'ublic Utilities Commission rates and � {=r;x"I`$Iiould any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay end company shall be entitled to a ti ' asonable sum for collection costs and attorneys fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rstelet one and one-half percent (1 1/2%) per month (18% per annum). - • 'vAs evidenced by signature, driver/carrier Is responsible for the accuracy of this vehicle's Tare weight. The driver/caner will notify shipper/consignor if there Is any change in light weight due to changes In equipment, fueling, etc. Cald B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll•Free (888) 273-2200 • CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Rack Coo , Inc. LITTLE ROCK PLANT #5 7749 E. Ave. "T" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 CONTROL # THIS IS NOT A TICKET NO. 253751 IRVINE PLANT #7 16351'k Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adeianto, CA 92301 SOLD, t tit•••• • VARIOUS STREET 1, • RANCHO CtU►C iMONt • • DAT,15 02 , P.O. # ' /197 TICKET # 1.n O PLAN :=' Foothill PCR ACCT./JOB ��,� •.PRODUCT, # ,�; COMMODITY, I FORMATION ,,,;;,a ,,,,;;. GROSS NET CUAW ITY DVIES34 14. S6 TYPE t3, 3/4" MAX ,IiED PIR400i) TARE CARRIER SELF TRUCK # fl IES TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER P Total :Weekend Char$et Niel Charge:. :Sub Total t BY Sa.r 5(D6 5inAve S; 3/ 4 1 /2 3/8 �ySand �}Diry1 p1r2q+�i�L. 1.440.. g1v'!'+0. w[8J20. 3r7iyy:aJ�Sg7 1r '2. 1 tsel. /5111. LG7405 368. rf: 1300. 1410. 1560. eme. •373. IC 1; S0. 1430, 1560. .2830. ; G1. 5140 5730 6240 11330 1472 TOTAL 7460 .7508 7483 7451. • WEIGHMASTER CERTFICATE THIS Is TO' CERTIFY, that the following described commodity was weighed, measured, or counted by a weghmaster, whose signature Is on this certificate who is a recognized authority o/ accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 o1 the California Business and Professions Code, administered by the Division bf Measurement Standards of the California Department of Food and Agriculture, - CHE'S.TI.R, FIOBERT DEPUTY Holliday Rock WEIGHMAStER INSPECTORS COPY 500462 TONS FWD. NET ti,3A.:)i T 5' 96.") To tY TOTAL TONS 4 96 LOAD NO. DRIVER GROSS & TARE DON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER BYREC,D X CUSTOMER REC'D BY X • • NOTICE: It is agreed between Buyer end Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on matenal only. Transportation charge for this material Is made by licensed Independent truck operators at Public Utilities Commission rates and subject, If applicable, to transportation tax only. • Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation b pursued. Payments due and unpaid shall bear interest from the date payment is due et the rate of one and one-half percent (1 1/2%) per month (18% per annum). - • - As evidenced by signature, dryer/carnet Is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/cOnsignor if there Is tiny change In light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT, #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 - CAMPUS PLANT#2 2006 Campus Ave, Upland, CA 91786 SAN BERNARDINO PLANT#3 2300 W. Baseline Ave San Bernardino, CA 92411 SOLD TO RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Reeckr Co., Inc. LITTLE ROCK PLANT #5 7749 E. Ave."T'r. Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 it IRVINE PLANT#7 16351 % Construction` Circle West Irvine, CA 92718 Albert I•")n Davies, Inc, VARIOUS ..STREET LEICATIONS ELOVER W/0,91ERRA ;FONT(NA/f.2AL':T 3 ACCTIJOB bV I ES:3 .' CARRIER HT I nT 26. 2: TPUCK'# HTT-1 Y V PRODUCT„# DATE 8115/02 121f24 P.O. # /209 COMMODITY INFORMATION AR19 f TRUCK LIC. NO. gC40025 / __.Ptti Z0 Sid-- TRAILER LIC, NO.' /2 3./8 Sand . L7i I 070. r 9'20.. ` 3340.'4 5Ce t+ 2)0712ie- 2.Y 0. 33+ 7;1a.`.. 455.0. 2erie. 2910. , 3360. 456. 0 . 2080. 2890. ..,c 6�,y11�[Zt��8 '455. 0 207QJ. 2s 1IZLa 3300. • '455. 0 2070, . 2910. •33t tzt. •454. 0 Total 'N Net 12430 '17430 19,96 2731 Weekend Charp Del Charge t Tax a Sub Total a Totals TRAILER LIC. NO. +° ORDER. 12 ' 'TOTAL 6786 • 8715 6796. 6685 - • 6734 WEIGHMASTER CERTFICATE -THIS IS TO CERTIFY that the following described commodity was weighed, • measured, or counted by a weighmaster, whose agnature is on this certificate who Is a recognized authority of accuracy, es prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the Califomla Business and Professions Code, administered by the Oiviabn of Measurement Standards of the California Department o1 Food and Agriculture. LEWIS, 4WES T LE.Y DEPUTY Ha 1 5nr� )IVEIGHMASTER L ST NIER Ci7�PY, . ss n c. magi DRIVER BYC,� X CONTROL # THIS IS NOT A TICKET NO. 29 605 TICKET # IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 1 /631411 PLANT f:l/P Foothill RCK GROSS T UAlqi'I Y TARE,:', !AWTITY TOTAL.JONS 336e 21 DRIVER GROSS & TARE 0ON O'bFF LEAVE PLANT, ARRIVE "JOB LEAVE JOB DELAY TIME CUSTOMER REC'D BY < X T+[ Ua-�,• NOTICE: It is agreed between Buyer and Sailer that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on material only. Transportation charge br th'a material Is made by licensed independent truck operators at Public Utilities Commission rates and ' subject, 5 applicable, to transportation tax only., l Should any litigation or other collection 'effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorney§ tees, whether or not litigation Is pursued. Payments due and unpaid shell bear Interest from the date payment is due at • the rate of one and one-half percent (1 1/2%) per month (18% per annum). - . • , • As evidenced by signature, driver/carrier' Is responsible for the accuracy of this vehicle§ Tare weight. The driver/carrier will notify shipper/consignor if there Is any change .In light weight due to changes in equipment,fueling, etc. Calif B & P Code Section 12722 (a&b) , CORPORATE OFFICE: - FOOTHILL PLANT '#1 2193 W. Foothill Blvd, Upland, CA 91786„:, (909) 982-1553 4: Toll Free (888) 273-2200 ' CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W, Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana' Ave: Rialto, CA 92376 '; ; Rock Co. i Inc. LITTLE ROCK PLANT #5 7749 E. Ave. "T" a . Little Rock, CA 93543 MT. VIEW #6 IRVINE PLANT #7 1499 Benson Ave. 1635124 Construction Upland, CA 91786 Circle West -' Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 294'093 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT#10 265 E. Santa Ana Ave. Rialto, CA 92376, SOLD TO Fdberz t t vie ab Inc« VARIOUS STREE'i . LOC TJONS SLOVER W/O SIERRA.' FDNTflN /RI LT - ', ACCTJJOB --PRODUCT #,-;, DATE „ 18/.15/02 12 P.O. # 09 `; COMMODITY -INFORMATION TICKET # 1,6, 1.40'9 OU NT'ITV DVIES53 14, 4R19 C AR40 0 GB TARE IJ ir+TIT1" CARRIER Wr r,t ." Coast TRUCK # TRUCK LIC,' NO. 5V53211 TRAILER LIC. NO.i ( f 1 Wi" (633 1- TRAILER LIC. NO. ORDER -1E NET,'%..;r 4e l'F1 FH CA `:1? 1/2 3/8 Sand Di 1 2130yI�. 2960. 339y�qs9e . '463a 0 2120. 2990. 34i:Fb:7e 463. CIC air za 2950. 3380. 466. k"I 297a, 341 . 4 ;6. 2110,�g,. 2980. 34Sc0. 4t64. ..2110. ' t:.�.9601. 3370. 4�asta ACi Total t1et Weekend Ch.. rg Del Ch sr^ge`x Taa; Suh Total s . 12720E ),7• i •-1 TOTAL. 8943 8973 891.6 89768954 892 Rat 3a0 ' 2787 .. 53667 WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that following described commodity was weighed, measured, or counted by a weighmaster, whose signature Is on this certificate who is e recognized authority of accuracy, es prescribed by Chap end (commencing with Section 12700) of Division 5.of the Professions Code, -, administered by the Division of Measurement Standards of the California Department of Food and Agriculture.. r BY ` LEWIWSSTLEY DEPUTY (iC • 11Cdtis§Y�FAEI . P1rH 1rSGER 58 6 TONS FWD. , re TOTAyrONS I3 9. 98 LOUJQ...... DRIVER GROSS & TARE ❑ION ❑OFF, LEAVE PLANT ARRIVE -JOB DELAY.TIME CUSTOMER REC'D i BY: X ' NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price o1 this material has been quoted F.O.B. our plant and subject to sales tax on material only. Transportation charge for this material is made by licensed Independent truck bperators at Public 'Utilities Commission rates and subject, If applicable, to transportation tax only, . - i r Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entltted to 8 reasonable sum for collection costs and attorneys fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment Is due at the rate of one and one -hag percent (1 1/2%) per month (18% per annum). , ' : - , - As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle§ Tare weight lThe driver/carrier will notify shipper/consignor If there is any change { In light weight due to changes In equipment, fueling, etc. Cald B & P Code Section 12722 (a&b) ' CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786'; (909) 982-1553 '. Toll Free (888) 273-2200 CAMPUS PLANT'#2, • 2006 Campus Ave. Upland,: CA 91786 SAN BERNARDINO'PLANT #31 RIALTO PLANT #4 2300,W. Baseline Ave 485 E. Santa Ana Ave' San Bernardino, CA 92411 t} , Rialto, CA 92376 LLI Pock LITTLE ROCK PLANT #5'. ,; 7749 E. Ave T Little Rock,•CA 93543 MT. VIEW #6 .' IRVINE PLANT #7. 1499 Benson Ave 16351'k Construction Upland, CA 91786 ;;Circle West Irvine, CA 92718 CONTROL #, THIS IS NOT A TICKET NO. '283665 IRVINE PLANT #8: 16191 Construction Circle East Irvine, CA 92718 • ADELANTO PLANT'#9 12750 Rancho Rd.'; Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, O s 92376 SOLD TO; ' • Fti.bcaI, Ii iJc,!'Jld�riy •tt t�f?i► ")iI�I I C t..Clfs(a1'1OHS Yl�19r1:?0 ALTO r• CCTJJOB CARRIER, r•, TRU � t�1.;' f •; 1 � �'t d1 O[JS „ / tieekettd9 '�,I�arr" ':• Del tiroiwne..."x 13Ut) T1:oi1 .'e PRODUCT # TRUCK LIC., NO,:;; TRAILER LIC. NO. DATE fl /' 1 •t' 1:")tw 12 a i,"I(y P.O. ,# COMMODITY INFORMATION • TRAILER LIC. NO. •' WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed,' •' measured, or counted by a weghmaster, whose signature is on this certificate who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 -of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture , BY • 4tET L, .' a'sfini . • DEPUTY WEIGHT 1ASTER lio3 r.id.a.V Rd'1{"'t!' f.t�. Ott ...- CUSTOMER COPY. • • ". hi i• I f s 58 DRIVER! REC'D BY: -' . TICKET # PLANT )r canRin, GROSS TARE NET I;11113'iTr TONS FWD. 118t;' TOTAL TONS, DRIVER GROSS & TARE '`ON .' E OFF -- LEAVE PLANT:,. ARRIVE JOB DELAY TIME CUSTOMER REC'D X. • NOTICE: It is agreed between Buyer end Seller that sale was consummated and tltte passed et the plant site. The price of this material has been quoted F.O.B.' our"plant and subject to sales tax on materiel only. Transportation charge for this material Is made by licensed independent truck operators at Public Utlldles Commission rates and subject, if applicable, to transportation tax only.. Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorney§ fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment Is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). • • ' As evidenced by signature, driver/carder Is resporelble for the accuracy of thls vehicle§ Tare weight. The driver/canter will notify shipper/consignor lf there is any change in light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) �- +' . CORPORATE OFFICE FOOTHILL PLANT#1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 9241,1 tic CO N RIALTO PLANT #4 LITTLE ROCK PLANT #5 485 E Santa Ana' Ave. 7749 E. Ave. "T" Rialto, CA 92376 "„ Little Rock, CA 93543 MT. VIEW #6 • IRVINE PLANT #7 1499 Benson Ave 16351,k Construction Upland, CA 91786 Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 294589 IRVINE PLANT #8 16191 " Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd.. Adelanto, CA 92301 RIALTO PLANT #10' 265 E. Santa Ana Ave: Rialto, CA 92376 SOLD TO ," 141bet^t W. Oak, i es inc. VARIOUS STREET ;LOC(1TIOP4S Ei_OVER : t4/0 SIE:RF A FONT M.F d%IA TO7 ACCTJJOB' .,'.+ TONS DATE 8/15/02 11047 P.O.: # 12IZ9 COMMODITY- INFORMATION TICKET # 1.4 ?'Z PLANT AiP:"Footh II1 fnCK Ir Ilzra` '67. re AR4I:100 CD TARE TY CARRIER Direct TRUCK #..• sT- TRUCK LIC. NO. £f10:374z TRAILER LIC. Np. 4CF3214;< TRAILER LIC. NO. ORDER NET' '4e 41 C(i To Weekend Chortle. .te1 Charge; Sub Total Total 1 / 3/8 ban 1350. " 2730. 31.30. 1960. i. . 2730. 3110. 670«0391I. 3120. 970s 0 3750.. 3O90. 1►�b6!1t . :3620. 13G3a vase. . 1'1.7 30. 3130. 011 N^. 427e0 430. 42a. e 43 3«L. TOTAL e237, 8229 8130 8240 S,240 0i' 1947£ -1871 1 2 74 ••4' ?34 WEIGHMASTER CERTFICATE THIS. IS TO CERTIFY. that the following . described commodity was weighed, measured, or counted by a welghmaster, whose signature Is on this certificate who is a recognized authority o1 accuracy, as prescribed by Chapter 7 ((commencing with Section 12700) of Division 5 of ,the California Business end Processions Code, administered by the DNislon of Measurement Standards of the California Department • of Food end Agriculture. BY LEWIS, WEETLEY DEPUTY STER Hc*1 it'C't)ST RC3IPYEIGHM .(nc: 1 834 TONS FWD. TOTAL TONS 26 e1 DRIVER,,GROSS & TARE D ON l O'OFF_ LEAVE PLANT ARRIVE; JOB',, LEAVE JOB DELAY TIME DRIVER, REC'D BYr X. CUSTOMER REC'D W� NOTICE: It is agreed 'between Buyer and Seller that sale was consummated and title passed at the plant site. The price o1 this material has been gdoted F.O.B. our plant • and subject to sales tax on materiel only. Transportason charge for this materiel is made by licensed Independent truck -operators at Public Utilities Commission rates and subject, If applicable, to transportation tax only. i ; • - ,:,..; Should any litigation or other collection effort be necessary in order to collect sums due under thls contract, purchaser agrees to pay and company shell be entitled to a • reasonable sum for collection costs and attorneys fees, whether or not litigation b pursued. Payments due and unpaid shall bear interest from the date payment Is due at the rate of one and one-half percent (1 1/2%) per month 118% per annum). As evidenced by signature, driver/carrier Is responslbla for the'accurecy of this vehicle's Tareweight. The driver/carrier will notify shipper/consignor ifthere ls any change .' -in lightweight due to changes In equipment, fueling, etc. Calif B Si P Code Section 12722 (adb) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2' 2006 Campus,Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 - ' ' RIALTO PLANT #4 LITTLE ROCK PLANT #5 2300 W. Baseline'Ave 485 E. Santa Ana Ave: 7749 E. Ave. 5T San Bernardino,. CA 92411 Rialto, CA 92376 • Little Rock, CA 93543 • fc'c k Co: SOLD TO J(I I31 C)LI a fi i ICI`;T ',,..1 ICG11T fI lei' 3LO' El?' �1�C1'. • I i'1I�I ;;TONS IS. 00 1 '.;;PRODUCT; # :. f1d�1r;;.+ MT. VIEW #6 • IRVINE PLANT.#7 - . 1499 Benson Ave. : . 163511h. Construction Upland, CA 91786 • Circle West Irvine, CA 92718 • DATE 1:1.r 1 02. 11;4 P.O.# COMMODITY INFORMATION CONTROL # THIS IS NOT A TICKET NO. 283662 TICKET # IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 PLANT.. i l/Et Campos ( GROSS . 11C.T 01 U'Lfl11 I T y TARE „t 1 1 1}►j�t1ITI'f 1' CARRIER zl4��1�•,4 401 I"il rr TRUCK.# TRUCK LIC. NO. TRAILER LIC. NO. J 414 �q . 01 1 y11 2 ,3i.E4 Eao{ynt1 Alf o " a 1990. r.�t ::14, . 3590. . 465. 0 0 , 1990. 2980. �f.590 -468. Gi i1 --3. 1 ¶ ?0. 2980. i. 357C0. '�t '.7:0 11 .».v .1940. �,' �y80. • 3570.. 0.• 467. 0 T11.1;0 !ID4; 11et�:�4tcbrtcl t iaaa>r"`tt�a Dt 1. CItr�1"Llis "a Sub- 7tat1 if Tt�1s 74 e TRAILER LIC. NO. sr. ORDER T�OyTOL :l 0 35 8987 3957 • 78 :,7fl 1 1,930 143.20 1.86I i d 3600 fr, WEIGHMASTER CERTFICATE - g THIS IS TO CERTIFY that the following described commodity'Was Weighed, ' measured, or counted by a weghmaster, whose signature Is on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with - Section 12700) of Division 5 of the Celitornia Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY rtr1;b Tf1 DEPUTY • WEIGHMASTER • i I tt1;1icIcuSS©M'EIlr oPY.Iflc^ NET. TONS FWD. TOT/AL TONS 240. if 7 l7 " DRIVER GROSS & TARE ❑ ON •\ID OFF LEAVE JOB DELAY TIME DRIVER ,' REC'D BY X': rrta. mix CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 NOTICE:itt is agreed between Buyer and Seiler that sale was consummate' and titlepassed at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on material only. Transportation charge br this materiel is made by licensed independent truck operators at Public �Utilit s Commission rates and subject, If applicable, to transportation tax only. r Should any litigation or other collection effort be necessary' in order to collect sums due under this contract, purchaser agrees to pay' and company shell be entitled to a reasonable sum for collection costs and attorney§ lees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment Is due at the rate of one and one -hall percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier Is responsible for the accuracy o/ this vehicle's Tare weight. The driver/carrier vtlli notify shipper/consignor if there Is any change in light weight due to changes In equipment, fueling, etc. Cab1 B & P Coda Section 12722 (a&b) t , CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 I Rack CO., I,c. LITTLE ROCK PLANT #5 7749 E. Ave. "T' Little Rock, CA 93543 MT. VIEW #6 IRVINE PLANT #7 1499 Benson Ave 16351'h Construction Upland, CA 91786 Circle West'• Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. .2 04578. 78. IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. ' Adelanto,'CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD TO_, x;` Albert ; W. Davies.i Inc. VARIOUS STREET LOCATIONS SLOVER SIERRA FONTANA / R I A1. TO DATE P.O. # /209 TICKET # • 116 1402 ;ACCTJJ084, ,„ CARRIER Rich iihop tt.,�"kA �.�. TONS, TRUCK ? -1 13+ <,. tPRODUCTFl#.r„l; .PtRiS... TRUCK LIC, NO. COMMODITY INFORMATION CE RR44 'IC3 TRAILER LIC. taNO..'.; 1 UDatr.1aS 1/ 3/8 Sand Oi I . e 8 L '; 2660. 3140.;; 431. 0 1940, 2740. ,:l20I. 431.0 vase.; . 7 t a 31704 433. 0 1960. :2750. 3130. 429. 0: 1950. .2760. 3130." 429.0 1980. 2740. 3i se. 431. 0 Total Met '11850 18110 ' 13850 85'84' r Weekend. Charge: ii CharceaTax a Sub Total.; Total: TRAILER LIC. NO. Lv; ORDER 12 TOTAL.` 8291 8241 0289[� 8 wV J 8301. 49894' . WEIGHMASTER CERTFICATE ' THiS AS TO CERTIFY that the following .described commodity wes weighed, 'measured, or counted by a weighmaster, whose signature is on this certificate who Is . a recognized authority of accuracy, as, prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of theCalifornia Business and Professions Code, administered by the Division of Measurement Standards of the California Department ( o1 Food end Agricuture. BY' 1.11.�7w WESTLEY i'O k l i rY gIGHMASER �CuSTIE OPY DEPUTY PLANT Ada Foo GROSS fi. RII; TOTAL TONS 22 . /47 LOAD"3O„ DRIVER GROSS &TARE OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME DRIVER BYC DI X ' CUSTOMER BYC,D X 1 NOTICE: It is agreed between Buyer and Seller that sale was consummated end title passed at the plant site.,The'price of this material has been' quoted F.O.B. our plant and subject to sales tax on metenel only. Transportation charge for this material Is made by licensed independent truck operators at Public Utilities Commission rates and subject, If applicable, to transportation tax only. , . • Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shell bear Interest from the date payment Is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum), , - .. - • As evidenced by signature, driver/carder Is responsible for the accuracy of this vehicle's Tare wing . he driver/carrier will notify shipper/consignor if there Is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) ' 'i - - CORPORATE OFFICE• FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 • (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT#2 2006 Campus Ave. Upland, CA 91786 SAN CERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 SOLD TO Inc. • VAR IOtJ9: I.,0C(YT'103'1S1; • CI.,O') fl W/iJ' il'1 F31 F M1T1NdGt.r'F?30I. RIALTO PLANT#4 485 E. Santa Ana Ave. Rialto, CA 92376 LLID Pock Co. 4 i ►�r, . : LITTLE ROCK PLANT #5 7749 E. Ave. !T', Little Rock, CA.93543 DATE 1 4 c f fl/1.' t.102 10.2I:4, r. P.O.# 1209. MT, VIEW #6 1499 Benson Ave. Upland, CA 91786. IRVINE PLANT #7 16351'4 Construction Circle West Irvine, CA 92718 "'ACCTJJOB T S ''? COMMODITY INFORMATION CONTROL # THIS IS NOT A TICKET NO, 283649 IRVINE PLANT #8 , 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 PLANT (!1° Caw nt.jDs FIC1i GROSS I1E1 P!ifl1TT'T'.4' FtV1E1353 MI 9 nr?t,00 r, . r) • TARE t1F'i „CAI I Ill' ;3'T V CARRIER 1 TRUCK# ' ifIcIT- COI TRUCK LIC. NO. I?'i{tri�lF,Gi' TRAILER LIC. NO.‘, 3/ ! •and •t`IF2 rr!•1. 3.8619. ' r?4 t fiy. 3.1) 00.. rt 112. 0 •to 4"rlrp!A0 . ({y1 0 ,1f0/7�t0.• '143.0 •�>�• ..T .�G•t1/1�- f,.. kwyfJ 4�1. 3ft00D. �+ft .-2 1.L6,0s 28 1.0. 4 f .0 0 .7.2 1770.-.e?F?20. 3E4C: 0. • '4�+R. C _ ie�40. . :3380. 442.0 1:l4zek-end CI40.1•11k1 , Doi. Char rx ry'1 t.t IJ111;4),1 1 WA. 11010. 11,990.• TRAILER LIC. NO, ORDER 1r TOTAL.. 15et2 831. r r�1�'r 13 f!tR 33 t;1432 492 ;3 0 2659 : ' 310 49 WEIGHMASTER CERTFICATE T11I3 IS TO CERTIFY that the following described commodity • was weighed,' measured, or counted by a welghmaster, whose signature Is on this certificate who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) o1 Division 5 cif the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture_ _. BY Ito, 1.1ci + rirRir (.'WEIGHMASTER CCUSYOMER CL1PY DEPUTY ti8 1 703 NET TONS FWD. TOTAL TONS . ,: , is .^ , i J..17 a LOAD„NO_ - DRIVER GROSS & TARE ON OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME DRIVER BYRECrD 'X CUSTOMER BYC'p X 4 , , l 4a, %n , NOTICE: It is ;greed between Buyer and Seller that sale was Consummated end title passed at the pbnt site. The price'of this material hes been quoted F.O.B. our plant and subject to sales tax on material only. Transportation charge for this material a made by licensed independent truck operators at Public Utilities Commission rates and subject,, h applicable, (o transportation tax ddnly; Shot d any Iitlgatbn or other collection effort be necessary in order to collect sums due under this contrant ,'purchaser agrees 'to pay and bompeny shad be blibtle'b `e reasonable sum for collection costs and attorney§ fees, whether or not Iltigetion b pursued. Payments due and unpaid shall beer interest from the data payment Is due at the rate of one and one-half percent (1 1/2%) per month. (18% per annum). : • , - - . As evidenced by signature, driver/canter Is responsible far the accuracy of this vehicle'sTare weight The driver/canler will notify shipper/consignor ifthere Is any change -• In light weight due to changes In equipment, fueling, ate.: Calif B & P Code Section 12722 (a&b) :' ' CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave.' Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana 'Ave. Rialto, CA 92376 't d flock Cp. LITTLE ROCK PLANT #5 7749 E. Ave. "T' ^. Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351', Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 294 5 IRVINE PLANT#8. `. 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT .#10,' 265 E. Santa Ana Ave. ry Rialto, CA 92376 SOLD TO Albert W. L)aviet :Inc. VARIOUS STREET LOCAT1fatNIS SLoVEn W70 SIERRA DATE; • 8/1 P.O. # /02 1tlt2 TICKET # 1.163139 PLANT I P I" t thtU `ACCTJJOB ,;;,TONS COMMODITY INFORMATION. GROSS CURNTITY DV 019 C2 AR4ti3i 1�.? ill CARRIER West Ccat TRUCK # a�1111ic'^;trc . TRUCK LIC, NO. rYa52 82 TRAILER LIC. NO' TRAILER LIC. NO. ORDER ,: TARE I' h• 4. 41 i~H Ct;"'' • 1/2' :.3/8: ' Sand Dix.' •. 2120. 2 + 0.' ;3290. 463: : 2100. 2930. 3310. 45907,1 2080. .2950. 3330. , 461 a,0 2100.::2940.`' 3410. 459.`0 2112. 2940. 3360. '46i.0' Tat a1 Net,; 12 r«-10'17600 20050 2761'. ekend , Char tle D 1..Cha;rg ec Tax I 'Sul TOTAL 8799 8821 8808 8905 71 WEIGHMASTER CERTFICATE THIS 15 ,TO ,CERTIFY that the foibwing described : commoditywas weighed, measured, or counted by a weighmaster,'whose signature Is on this certificate who Is a recognized authority of accuracy, as, prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the ` California Business and . Professions Code, administered by the Division of Measurement Standard of the California Department LEWIS,`` `WESTLEY 1(VEIGH STER Ho 111C�}STOiE�Fi PY DEPUTY 8 17,14 TONS FWD. TOTAL TONS • �} x -.' 171�a 1'>v"tj°... DRIVER GROSS & TARE D.ON . ,❑OFF:•' ARRIVE J%OB LEAVE JOB DELAY TIME DRIVER REC'D. BY CUSTOMER;_' REC'D BY X ,': y _ CORPOE�I1ATE OFFICE FOOTHILL PLANT#1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE: It is agreed between Buyer and Seller that sale was consummated and title. passed at the plant site. The price of this material has been quoted F.O.B.. our plant • and Subject to sales tax on material only. Transportation charge for this material Is made by licensed independent truck operators at Public Utilities Commission' rates and Subject, if applicable, to transportation tax only.. +.:Should any litigation or other collection effort be necessary in order to collect sums due under this contract; purchaser agrees to pay end company shall be entitled to a reasonable sum for collection costs and attomey's fees, whether or not litigation Is pursued'. Payments due end unpaid shall bear Interest from the date payment is due at . the Late of one and one -hall percent (1 1/2%) per month (18% per annum). •-As evidenced by signature, dryer/carrier is responsible tor the accuracy of this vehlclei Tare weight. The driver/carrier will notify shipper/consignorin light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) • - SOLD TO LLI -DA` • ,RIALTO PLANT:#4 LITTLE ROCK PLANT #5 r. MT. VIEW #6 485 E. Santa Ana Ave. 7749 E. Ave. 'T' 1499 Benson Ave. Rialto, CA 92376 Little Rock, CA 93543 Upland, CA 91786 , tti ihE°i' II. [1 ', ,4:? , 1r)c�. RJ(af 1OUS ,TP 'E f' 'LOCATIOUS Si:,P VER_uio Gi((R l;-, ' FO iTANA / fl 1 A1�.T`O DATE P.O.#: IRVINE PLANT #7 16351 V Construction Clrcle West'' Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 283645 IRVINE PLANT #8 16191 Construction Clrcle East Irvine, CA 92718. ADELANTO PLANT#9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto; CA 92376 TICKET # • 12620101.3 • PLANT f1;11' Cahipiis rACCT.IJOB, ;;PRODUCT #?~'° OMMODITY INFORMATION GROSS t1Er 92 CZ! A(?/) TARE ' 1,11E:1 01,1A1L'1` 1. T' 1'• CARRIER 1:3Y,,.; 4. 4.1 •# t:. t '. TRUCK # TRUCK LIC. NO. TRAILER UC. NO. qt1 011..' 11;1,1: ��yy;3', end //; AP. -1. 1��'5ryto 'P.900. 3�AI'T . `�V ,'6.0 • 4 3 1960. 2980, 351067, 0 Ei —2 ` 1960. ` 2940. 3500. 467. 0 0 _-3 1970. 2950 . 3 0.. 469. 0 7'tlr k; r.4 d..1Ir.1� •.i !?)�)t�"t,,'1:1.85 • IRS• Del C11,1*"Y")1{f' '.- ra�� rot:• Y 17:0; i a; �. , .:• • 11200 1 1G9 TRAILER LIC. NO. ORDER t`oTilt.` 8956 8977, 8917 8959 35Q 9 WEIGHMASTER CERTFICATE . THIS IS TO CERTIFY' that the following described' commodity was weighed, measured, or counted by a weghmaster, Whose signature Is on this certificate who is recognized authority of accuracy, as prescribed by Chapter 7 (commencing wkh Section 12700) of Division 5 o1 the . California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agncuhure. '1 BY CET r DEPUTY • WEIGHMASTER • .116111t;rS4' �'nC✓y !%'.n . 1 114 CUSTOMER CdPY d NET TOTAL TONS 1. 4'5. DRIVER GROSS & TARE , SON DOFF `< LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME DRIVER BYREC,D X CUSTOMER / REC'D BY, X NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed et the plant site..The price of this materiel has been quoted F.O.B. our plant ' and subject to Bales tax on material only. Transportation, charge for this material b made by licensed independent truck operators at Public Utilities Commbslon rates and subject, if applicable,: to transportation tax only. r...., .. Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum br collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaidshall bear interest from the date payment b due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). - °'-+; As evidenced by signature, driver/carrier is responsible for the accuracy of thltt vehicle's Tare weight The driver/center wilt notify shipper/consignor tf there b any change . In light weight due,to changes -In equipment, fueling, etc. -Calif B & P Code Section 12722`(a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982.1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT#3 2300 W. Baseline Ave San Bernardino, CA 92411 • tk CO,; gt 'I TIC. CONTROL` THIS IS NOT A TICKET 94 5 4 8 IRVINE PLANT#8' 16191 'Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #4 ' LITTLE ROCK PLANT #5 MT. VIEW #6 ' . IRVINE PLANT #7 t ( RIALTO PLANT #10 485 E. Santa Ana 'Ave. 7749 E. Ave. 0Te, 1499 Benson Ave. ' . ` 163511k Construction .265 E. Santa Ana Ave. Rialto, CA 92376 ? Little Rock, CA 93543 ' Upland, CA' 91786 "; Circle West Rialto, CA 92376 ' Irvine, 'CA'92718 SOLD TO,`+ € lbert W. Dwyles,' :Inc. VARIOUS STRE;E:T` LOCATIONS MOVER 'W/O : SIERRA' FO; TANA/RI LTO DATE 8/15/02.10001 P.O.# TICKET # i, 11 1.392 PLANT., A/PI ;F 'ACCT./JOB x4,.a°> PRODUCT,#. r'1 ,'COMMODITY``INFORMATION GROSS AR19 AR46 TARE r4ET aupaT CARRIER Direct ct' 4. 41'' FBI :. C t,$eEkend Char. l Del Charge: i'I! Y.1 ' Sub Total L. • TRUCK #1 OST 15wi_ TRUCK LIC. NO. I Y 1..5184 TRAILER LIC. UX&.8J5 1 /2 3/6 Sand ' Oi,1: 1910. '6660a 3050. 415.0'; 19120. '2670.' . 3070. 416.0 1 p 1 eta ,' 2660... 3050. ;>,4.19. 0 1900. 2660.• 3o4z. '4f'1 267121. aoso.' 420.0. 1' I0 - 2660. 3040. 418, O'. TRAILER LIC. NO. ORDER 12 TOTAL 8055 ,• 8066 8039 8011 PitstA 8018 atria Nat- 11444Q 1.E0000 1'S3024 48235•. • .,'''?WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the' folbwing described 'commodity, was weighed, measured, or counted by a welghmaster, whose signature Is on this certificate who Is . a recognized authorityof accuracy as prescribed by Chapter 7 (commencing with' ' Section 12700) of Division • 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department r. of Food and Agriculture. BY LEWIS, WESTLEY ru a 11 miDmvuksIER t§fo ElcdPY ,;a DEPUTY is 581674 TOTAL TONS `� 1w7'.'6i LOAD NO. DRIVER GROSS & TARE '111iON 'CI OFF;.; ARRIVE JOB LEAVE JOB DELAY TIME DRIVEL' :. REC'D BY X CUSTOMER' REC'D • BY'..' X VA q- t rI NOTICE: It is agreed between Buyer and Seller that sale was consummated end Nle passed at the plant she. The price ofthis materiel has 'been quoted F.O.B. our plant and subject to sales tax on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum br collection costs and attorneys fees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (15% per annum). - • As evidenced by signature, driver/carrier is responsible for the accuracy of this vehicle's Tare weight. The driver/dewier will noky shipper/consignor If there Is any change.,.,, In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE pFOOTHILL'PLANT #1 2193 W. Foothill Blvd.;; `Upland; CA 91786 ;'(909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 . . '2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 ; : ' RIALTO PLANT#4 2300 W. Baseline Ave 485 E. Santa Ana Ave. San, Bernardino, CA 92411 ; Rialto, CA 92376 SOLD,TO� ,; • n 11,;0 II"Idr'. Itfun ova: ''3T!",tE f LOCATIONS ,Yr4(0: ,iEfil�f'l .` �`Z1$!Tf lf'k l:1d C (IL tfD '"ACCT./JOB u;TO ,::PRODUCT,.# to LITTLE ROCK PLANT,#5 7749 E. Ave. "T" `, Little Rock, CA 93543 THIS IS NOT A TICKET NO., 283642, IRVINE PLANT #8 • .16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 MT. VIEW #6 , IRVINE PLANT #7 RIALTO PLANT #10 1499 Benson Ave. 16351'h Construction 265 E. Santa Ana Ave. Upland, CA 91786 Circle West. Rialto, CA 92376 Irvine, CA 92718' DATE 6,� ,C rit3/C{ .,, 2 09: t f P.O. # ''',.,.'COMMODITY INFORMATION rrTICKET # DO I 1 7.9r- riti19 Ci CARRIER, 111 y h.r^�': 11 Ft 1. TRUCK # TRUCK LIC. NO. TRAILER LIC. NO. f'cti� t 2f 980. 5 7 0. 466. 0 2 1,'. €0.: 2`;)90. 3560, 469, 0 ...f } 3580. 465. fit 1 19I at). 2980. 35f,O. 467. () TRAILER LIC. NO. sr ORDER TOTAL 69135 13967 Irs1 r111' !1t!1: 7670 119'30 14i 90 1Etf,} "'T '.'r, . `) 17 • t•) DI,•Crr�; t"kt+�n Tyf11 ir�i�tTi��o" ;cr t T f1� l• k WEIGHMA TER CERTFICATE t .THIS IS TO CERTIFY' that the following described .commodity was weighed,- • measured, or counted by a weighmaster, whose signature Is on this certificate who Is a recognized authority of accuracy, 'as prescribed by Chapter 7, (commencing with' ' Section .12700) of Division 5 ofe the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. • BY tlFT7. 1,4�f'� WEIGHMASTER 1.101l id`CUS 'OMERr(3ORY Inc. DEPUTY DRIVER REC'D BY 1 26P.0i02 PLANT GROSS NET i r JIltEr 'TY TARE NET 7. ' TONS FWD. TOTAL TONS LOAD NO. "; DRIVER GROSS &'TARE EON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME': CUSTOMER' BY X ..dAPI. . 1 ,NOTICE: It is agreed between Buyer and Seller that sale was consummated end title, passed at the plane site.".The price. of this material has been quoted F.O.B. our plant and subject to sales tax on• material only. Transportation charge for this materiel Is made I y licensed independent trubk operators at Public Utilities Commission rates and subject, If applicable, to transportation tax only... , '. . - - `t, Should any litigation or other collection effort be' necessary In cider to collect• sums due under this. contract, aurcheser agrees to spay and company shall be entitled to a reasonable sum for collection costs and attorney's fees, whether or not litigation Is pursued. Payments due and unpaid shall. bear interest from the date payment Is due at the rate o1 one and one-half percent (1 1/2%) per month (18% per annum). , . r� - • ' 'As evidenced by signature, driver/carrier Is responsible idrthe'accuracy of this 'vehlcldSiTS a weight. The driver/caner will notify shipper/consignor if there Is any change in light weight due to changes In equipment, fueling etc. Calif B & P Code Section 12722 (<a&b) CORPORATE OFFICE : FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT#3 2300 W. Baseline Ave San Bernardino, CA 92411 SOLD TO fil.htri . [ t11Tr1%i, rrr:int•-li.lF.,, RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 LID LITTLE ROCK PLANT #5 7749 E. Ave. "T" , • Little Rock, CA 93543 DATE P.O. # y MT. VIEW #6 • 1499 Benson Ave. Upland, CA 91786, IRVINE PLANT #7 16351 '4 Construction Circle West Irvine, CA 92718 THIS IS NOT A TICKET NO. 283629 IRVINE PLANT #8 16191 Construction. Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 TICKET # • • '' 126 0089.: • PLANT f1,tr"1 arnp1.tit •i" •ACCT./JOB„,. 13VIE3y; CARRIER 713 i" I I �;,f't TONS t° TRUCK# • i'i -".:_rift TRUCK LIC. NO. COMMODITY INFORMATION r.:t i1PL1000 (311 TRAILER LIC. NO. 011 1." 1 i14 0. .. 21130. 3390, +.'f"' • 1 (�ji�i '0. C }��.' 0. .5...r�, �:i. /„!t'i 4 1. •21.3O, • 340O, ter' ;1'(T]f:` 0i 21140{�1. 3380.. H ck..1,•060 ��✓!8Y:FY..•,. ' H'd�10..1. 445. 0 443:0 Ir44.'0 44.1 1'ctL>a1 a .(1,. 14'f9"? I10 (s..Ovid':i !)� Glya�a^il(1a fakii.t Trat,. i . '1'r►I;'td� '" rob TRAILER LIC. NO. • ORDER 1 P TOil"li., • 8505 • a.f r. «rJ !9 ilat 44#t 510.3 •: WEIGHMASTER CERTFICATE This ' IS TO CERTIFY that the following described commodity • was weighed, measured, or counted by a weighmasterr whose signature Is on this certificate who is. a recognized authority of accuracy, as prescribed by Chapter 7.(commencing with Section 12700) o1 Divbbn 5 of the; California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agrieuhure.; 1 • DEPUTY iIS1'1.1ICIP11 �' (WEIGHMASTER CUSTOMjE�A COPY 487 GROSS 1E t' eft Int11'1'1'1' TARE iE1 i ; 41..1i14 1"T1Y NET yu tr.ti. • TOTAL TONS ' LOAD NO. DRIVER GROSS & TARE El ON ❑OFF LEAVE PLANT - ARRIVE JOB LEAVE JOB DELAY TIME DRIVER REC'D BY X.f CUSTOMER REC'D BY .X., • L '. CONTROL # NOTICE: It Is agreed between Buyer and Seller that sale was consummated end title passed et the plant site: The price of this meterlal has been quoted F.O.B. our plant • and 'subject to sales tax on material only. Transportation charge for this material Is made by licensed independent truck operators at Public Utilities Commission rates and Should any litigation or other collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attomey's fees, whether or not litigation b pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum)" As evidenced by signature, driver/caniee Is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier wilt notify shipper/consignor 11 there is any change in light weight due to changes In equipment, fueling, etc, Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 2006 Campus Ave.: Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 I ' Rock Co. v LITTLE ROCK PLANT; #5 7749 E. Ave. T' Little Rock, CA 93543 ., MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351'h Construction Circle West Irvine, CA 92718 THIS IS NOT A TICKET, NO. 294500 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. ,Adeianto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD TO? ' )fir IODUS' STREET LOCATIONS SLOWER W/0 SIERRA FONTAN i/RI LTO DATE ii of /' 12. 08:19 P.O. # TICKET # .1163137.4 PLANT A/P Foothil ;YACCT./JOB ",i'. TONS = P.RODOCT # ,• v '."kCOMMODITY INFORMATION -; GROSS by i ES53• !IRIS TARE NRµT, (UANT1TY. CARRIER TRUCK # TRUCK LIC, NO. 6C426 TRAILER LIC. NO. Cdt24B3 TRAILER LIC. NO. ORDER NET a'fY'1 R^R i CA ;a twT,i;.2r 1/2: 3/6 • . Sand " 0 i I : TOTAL 1890. , 2670. 3060. 416. Q ;.M v St 38 1890, ' 2660. 3030. ' ,rt 16. 0 7998 1960. 2640. 3040. 417. 0 6057 1430. : 313 a awn. .. 418. ">. r 3053 6020 6 l . 3630.. 050. ''419a tea`' 8t /9 ••f .• Tot a1 Net 1 os:123< 17400 18280 2510 4622 WEIGHMASTER ERTFICATE uTHIS IS TO CERTIFY that the following kieleribed commodity was weighed, measured, or counted by a weghmester, whose'signature is on this certificatewho Is re a recognized authority of accuracy, as prescribed by Chapter 7 commencing with Section 12700) of Division 5 of thei'Calffomia Business and Professions Code, • ' administered by the Division of Measurement Standards of the California Department of Food and Agriculture. BY LEWIS, •':RrJt STLEY DEPUTY R-Ra 11 i O, t EIGHMASCTER daysTdtS i COMP' TOTAL TONS ; SCE. LOAD NO. DRIVER GROSS & TARE O+ON O OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME 14'63 CUSTOMER' REBY X • CONTROL # RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 LITTLE ROCK PLANT #5 7749 E. Ave."T Little Rock, CA 93543 MT. VIEW #6 r' 1499 Benson Ave. Upland, CA 91786 1 art 't1}a' 07'' �t1 CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free(888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave.: Upland, CA 91786 Should any litigation or other collection effort be necessary In order to collect gums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorney's fees, whether or not litigation is pursued. Payments due and unpaid shall bear Interest from the date payment' Is due at the rate of one and one -hall percent (1 1/2%) per month. (18% per annum). As evidenced by signature, drler/carder is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor if there Is any change } n light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) NOTICE: It is agreed between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on material only. Transportatlon charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 • I/O I Pfli [1UT(81,1r IRVINE PLANT#7 163511k Construction Circle West Irvine, CA 92718 THIS IS NOT A TICKET NO. 283622 TICKET # {yip (tip r?('lt IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT#9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rlaitp CA}92176 1 C:.t,7i�6 it.. PLANT if111T 1)' 1VAgCT:VJOB •a..,•, Y CARRIER ' a r, ' 1 r i-1 (" ( .. :De 1 �ttattt'q ' n" T3:rtt St!h Tnt;>: 'ot _ To 1; "TOE t.' t 1 k� TRUCK # • P•RO�NC�T�#.:f TRUCK LIC. NO. ("p AP4tS00CRAMODITY INFORMATIONINFORMATION.,:aUe. TRAILER LIC. NO. '� '1S1C1 01 1 1 'yt�3.''. 3,8 Sant!. OR 0 2 '1950 2990. 6i1. ' rt";{/.. 0 19150. l :�F30.:. t A1;00. i61:1. 0y 0 w -19110. 'd^.9E1i'1. 3550" •tlt'?�'„ 0), ( .3 ;,19CCL 2900. 3550. 465.0 TRAILER LIC. NO. ORDER TO TOL, P191; 6 8998 fig 5. WEIGHMASTER CERTFICATE ' THIS is TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmastei, whose signature Is on this certificate who is a recognized authorityof accuracy, as prescribed by Chapter 7 (commencing with Sectlon 12700) of Division 5 of the,, California Business and Professions Code, administered by the Dlvls19u oil Measurelnapl pgrldards of the California Department. of Food and Agriculture 1 - . . BY r 1101.i i'.iiaAV'-Boot,... •COrr y, IYIC S DEPUTY WEIGHMASTER CUSTOMER COPY b(31,.a.1 1 r.f GROSS 11E T Q.U0NNT TY TARE 17.rri NET Ton s LOAD NO. DRIVETGROSS & TARE ❑ON E.OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME DRIVER REC'D BY X CUSTOMER REC'D BY X 4• NOTICE: It is agreed between Buyer and Seller that sale was consummated end title passed et the plant site. The price of this material has bee'n'quF.O.B.oted F.0.Our plant and subject to sales tax on material only. Transportation charge for this material is made -by licensed independent truck operators at Public Utilities Commission rates and ' subject, 8 applicable, to transportation tax only. >.( Should any Iklgetion' or other collection effort be necessary in order to collect sums due under this contrect, purchaser agrees to pay end company shall be entitled to a reasonable sum for collection costs and attorneys fees, whetheror not litigation Is pursued. Payments due end unpaid shell bear interest from the date payment Is due et :' the rate of one•and one-half percent (1 ,1/2%) per month (18% per annum). ,•• , ' As evidenced by signature, driver/carder Is responsible for the accuracy of this vehicles Tare weight. The driver/carrier will notify shipper/consignor If there Is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave.'. Upland,CA 91786 SAN 'BERNARDINO PLANT #3 RIALTO PLANT #4 2300 W. Baseline Ave 485 E: Santa Ana Ave. Saq Bernardino, CA 92411 Rialto, CA 92376 r ,t,.co i.,;,,,,.. . -- ' ''' CONTROL # THIS IS NOT A TICKET NO. 28361.8 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 LITTLE ROCK PLANT #5 l' MT. VIEW #6 IRVINE PLANT #7'':' RIALTO PLANT: #10 7749 E. Ave. "T" 1499 Benson Ave. 16351'/2 -Construction 265 E. Santa Ana Ave. Little Rock, CA 93543 Upland, CA 91786 'Circle West Rialto, CA 92376 Irvine, CA 92718 '1 r APf t(17'f0 S©IItTO • I,If1111.00;#:•.5)f FL:T .L ICf Ic1413:1 PLOVER. if1/0 I~ PPT1, FOVIT01Eft/R nL.7f CCT%)OB S CAIIIiIERi1 fi I TRUd 1,51 PtvPRODUCT #,F., 1!'t.i _! TRUCK LIC. NO. TRAILER LIC. NO, 031E.1 gciF3Ci- 111:1,. its -•1 i'JFM.1 2�y'4I�::7d1„ �3 iF.'t�l0. 467.0' 0 -•'197E%n: y.'�e.? :)1�r . 3e�i.{J�1.7•e. 46'9. o • 0-»,i''� 1960., ' 29'.t�r'J: ,'gC:{i„",��'Iy ..167. 0 1960.2."9. 3570. 4'68. 0 1dtwlr��..�r�i Ian,: Sub PtI,'c� COMMODITY INFORMATION TRAILER LIC: NO. ORgER 770 1193k 1V300 11i71 359.91. WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the -'following described commodty was weighed, measured, or counted by a welgisnaster, whose signature Is on this certificate who Is a recognized authority0t accuracy, as prescribed by Chapter 7 (commencing wkh Section 12700) of DWlsion 5 of, the California Business and Professions Code, administered blithe Division of Measurement Standards of. the California Department of Food and Agriculture. nl -s- if llinl. WEIGHMASTER CUSTOMER COPY DEPUTY TICKET # PLANT ','.;",",t,'._t t t1'" 'fit FeitiT T GROSS 143 11 ,"t111"3, T': TOTAL TON$, F.li;: MY' DRIVER GROSS & ❑ON ❑OFF': LEAVE PLANT'. ARRIVE JOB' ' LEAVE JOB DELAY TIME APPROVED DRIVER REC'D BY. CUSTOMER REC'D BY X'': CONTROL # CORPORATE OFFICE FOOTHILL: PLANT #1 21920. Foothill Blvd. Upland, CA 91786 (909) 982.1553 Toll Free (888) 273.2200 CAMPUS PLANT#2 2006 Campus Ave. Upland, CA91786. SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our driven will make every effort to place material where Ctatomer designates:but the Company assumes no resporsibllity for damages inside curb of property line. No Balms allowed unless made when material Is delivered and roceipted for. Interest charged on delinquent accounts. Buyer will pay . reasonable costs of collection and attomey's fees. - 'As widened by signature. driver / carrier is responsible for the accuracy of this vehicle's tare weight. The driver / canter will notify shipper / consignor if .,. there B any charge in light weight due to changes In equipment. fueling, etc. Calif B & P Code Section 12722 (a&b).' 1-71,0 L DA • a RIALTO,PLANT #4 UTTLE ROCK PLANT #5 249 E. Santa Ana Ave.' . 7749 E. Ave. Rialto, CA 92376 .. . Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS IS NOT A TICKET NO. 326890 IRVINE PLANT #7 16351 th Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East • Irvine, CA.92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SQLD}JA-Jent W. Davies, Inc VARIOUS STREET LOCATIONS SLOVER W/O CITRUS FONTAt•NA/RIALTO INSTRU031ONsliu _;,,,• v f CUSTO... NO. DVIES • 539 P.O. COST. JOB N • ORDER NO. �..3 DATE OS�'`07/02 TIME e F 10:51 TICKET NO. 244244.1.1 I �' TOTAL WATER FREE WATER BATCH WATER ALLOW WATER . " .. TRUCK NO. LICENSE DRIVER--,._ - LOAD NO. 1. SAND MOIST REQ. SLUMP , 3. t 0 576747 MAP PG. . 604 0'7 DUE ON JOB 11:30 PLANT B/P 11 Colton TM TOTAL ORDERED TOTAL .:=SHIPPED THIS 'TICKET .: PRODUCT ' CODE„,,,tea,. COMMODITY .DESCRIPTION !., UNIT OF MEASURE ._• ,UNIT PRICE 'EXTENSION _ "af.: t 0. ('O • 0 ;? » ( 1. ('C► ,) 2 . C) C. 1 : O(° Ctfi :rr CEtTV" ' , 2 tl rw" r., f al Each ,cd. jc�t�, �n`�r .r 4� - k. °`<- .� STAND BY CHARGE * BATCH WEIGHTS • r1BY , • . WEIGHMASTER CERTFICATE mis IS TO CERTIFY/that the following described commodity was weighed Measured, or count d by a welghmaster, whoa. slpneture b on Ihb eeddlcete, who lee feeol/nized authority o1 aceurecy, m proacrlbed by Chapter 7 (commaning with Section 12700) 'of Division S of the Celltoma Business end Professions Code, administer d by the Division of Measurement Standards of the California Department of Food end Agriculture. . X IOROS rD2Io.Deputy TAX • - o /o PREVIOUS BALANCE' SUB - TOTAL • 1'ioi.L1q-&) .lruL. Anil inc.., Rec'd By ,�. f. Customer X .' / CHARGE / '�i-"':-- . '/ — • 5 MIN. PER YARD •MAXIMUM -FREE/TIME FOR UNLOADING * STAND BY TIME CALCULATED AT.$1.50 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET . TOTAL JOB TOTAL LV. PLANT // ARV. JOB START POUR :•; /ON STAND BY END POUR LV. JOB ARV. PLANT WATER ADDED JOB INSPECTORS COPY CONTROL # CORPORATE OFFICE FOOTHILL PLANT #1 2193'W. Foothill Blvd. Upland, CA 91786 (909) 982.1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave.'.; Upland, CA 91786 SAN BERNARDINO PLANT#3 2300 W. Baseline Ave San. Bernardino, CA 92411 NOTICE Our drNers will make every effort to place materiel where Customer designates, but the Company assumes no responsibility for damages inside curb of property line. No claims allowed unless made when material is delivered and receipted tor. Interest charged on delinquent accounts. Buyer will pay reasonable cosh of collection and attomey4 has. - . - • 'As evidenced by signature, driver / carder Is responsible for the accuracy of this vehicle's tare weight. The driver / carder will notify shipper / consignor If there Is any charge in rght weight due to charges In equipment, fueling, etc. Calif B & P Code Section 12722 (aft).* RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 LLIDAY . Trucking, gn Inc, LITTLE ROCK PLANT #5 7749 E. Ave. "Te Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS IS NOT A TICKET NO. 326862 IRVINE PLANT #7 163511/2 Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. • Adelanto, CA 92301 SOi.t.Q�£`l"a �'�}..%�' 4 roInc'. •VARIOUS STREET LOCATIONS •. SLO TER E/'T' POPLAR f•,AND DATA., . . FONTANA/IIALTO INSTRUC�jIONTir�1 CUST,Q � J`E:a 5 P,O. CUST. JOB NO.ORDER O NO. 30 DATE 05/06/02 TIME 11:37 `TICKET NO. 24424383 TOTAL WATER FREE WATER BATCH WATER ALLOW WATER ` TRUCK NO. 177 LICENSE ' DRIVER WEARP, MIX LOAD NO.' •3.00 SAND MOIST. REQ. SLUMP 578103 MAP PG. 604 J7 DUE ON JOB 12:00 PLANT B/P t 44, ColtonTR TOTAL , ORDERED TOTAL. SHIPPED THIS TICKET PRODUCT CODEf. COMMODITY DESCRIPTION . ,r, UNIT OF : ; MEA�SUgRE ' UNIT . < , PRICE,, EXTENSION �•, ,.. , ak.. t. 0-('D �{ '.' 4 ., (;U •..(r0 4.. L(' 1.0( f ..: UL'`SI(.L CENV:R y + _ .ha ua2b00_ Con Envir Fee 'p'laid Each STAND BY CHARGE * BATCH WEIGHTS .• • WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d by a weighmaster, whose signature b on this certificate, who Is a recognized authority of accuracy, as prescribed by C apter 7 (commencing with Section 2700) of Division 5 of the California .Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. - .. TORPE$ . DOH I NGC _-� ByX �"� / Deputy TAX ` o PREVIOUS BALANCE . , SUB - TOTAL > L. „t. .i,t-ii:tVj .L.•t,t._ ..ta:tiu.,r 1111:.. Reed By (.----`•`+., (. V ..,,"'E..,,..,.,, CustomerX •_ --L� .; SHORTLOAD CHARGE 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.50 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. PLANT • 7 ARV. JOB r'XI% START POUR -- ( 1 \ t • . STAND BY .• END POUR LV. JOB ARV. PLANT WATER ADDED ON JOB • INSPECTORS COPY CORPORATE OFFICE FOOTHILL PLANT #1 2191W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave •San Bernardino, CA 92411 NOTICE Our drivers will make every effort to place material where Customer designates, but the Company assumes no responsibility for damages inside curb of property lire. No claims allowed uNess made when materiel Is delivered end receipted for. Interest charged on delinquent accounts. Buyer will pay reasonable costs of collection end attorney a lees. 'As evidenced by signature, driver / carrier is responsible for the accuracy o1 this vehicle's tare weight. The driver / carrier will notify shipper / consignor if there Is any change In fight weight due to chang6s in eguipmerd. fueling, etc. Calif B & P Code Sedan 12722 (a&b).:HOLLIDAY - RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 .I'14)..01.:i; !I, \ LITTLE ROCK PLANT #5 . 7749 E. Ave. "T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 CONTROL # THIS IS NOT A TICKET NO. 34r 334 IRVINE PLANT #7 16351 '/z Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD( J�%?Gff.4Eny iiit:.. 1-N411;1(:)(.1S'. i:,'YRI:i .T i...t.)C(I;IC)i,i;;'S • ..... .!.>1.:t.Pti1.tR .(.V1* .: I. r'r1:I::0 .JI.III:t:r'fl rf r- (:)1•11.1)i-tct' r;,!:1:(IL ,TO IN,CTONS,.. . ,.. I,„(1�a 1)i,:t CUST NO. 0V:t,i:"t :;:it P.O. CUST. JOB NO. 2 9 t.. (.'�„ ORDER NO. / i :„1 DATE t 0':'r, (:)':) ')i ... TIME ,t'. �.L,t. «d.c.i TICKET NO. R.3406474 TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. 0,,:i LICENSE ' . DRIVER 'I T'I'C'I It f ,t... y 1...t"9rcRY LOAD NO. • 1. SAND MOIST REQ. SLUMP .. 3.,c :t -.ift,:7`i'.•'1 MAP PG. 1.7,e1f1 .I.!° DUE ON JOB '.1.2:(:11.1. PLANT rt/1'; -)) 3 S1:)(:Iii1:) Irat:. TOTAL , ORDERED TOTAL'', SHIPPED' THIS � TICKET. i PRODUCT CODES I. COMMODITY i ''" DESCRIPTION •,' UNIT OF , MEASURE :PRICE ? UNIT „I Llo i EXTENSION.. ,t;,,, ti"tCi O. tl CI A. ".I(] T. (;it't It,„ ;:i(:9 . :I... (:)ip`) 1.:I"17 .1 cri:s.1.,0:1-1.: '.',.i4:(:)I . !f'.it:) (.6it I::•i i\ ''..1 t^ F rrr 1:;1.) rt.......', Is:13.1( (1.I I i pit Iy,t„;; STAND BY CHARGE * BATCH WEIGHTS • ,•,r7' WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d bye weighmester, whose with Sectitiont 12700)nofhDMslonceSteot1 thelaCaliifomnianBusinessoanndofProfessionsesCorde,cradminister 2pby 7hecDN4sioniof Measurement Standards of the California Department of Food and Agriculture, (3"IS*I t11-1fi::I) i.. .1C)t : By X Deputy TAX % PREVIOUS BALANCE, SUB - TOTAL 7 Redd By X �. .. /� ✓ Customer �._ /,o .,- ,.e/- . 1 -'� �-e a� t N- SHORTLOAD CHARGE 7 _ 13) !..i. . is ct.y h+.:i't::1 r, (.: (:),, ry .Lilt» .. 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.50 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL ' LV P(1I32 6 ARV O I STAAAA�` OU ' ' STAND BY EN POII f, -" LV. JOB ARV. PLANT WAT A AD ED INSPECTORS COPY CONTROL # CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus 'Ave, _Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA, 92411 NOTICE Our drivers will make every effort to place material where Customer designates, but the Company assumes no refponsibility for damages Inside curb of properly line. No claims allowed unless made when materiel is dalhered and receipted for. Interest charged on delinquent accounts. Buyer will pay reasonable costs of collection and attomey's fees. • Yu evidenced by signature, driver / carder is reaponabe for the accuracy. I this vehicle's tare weight. The driver / carder will notify shipper / consignor it there B any change In Tight weight due to charges in equipment. fueling. ett.. Cart B & P Code Section 12722 (a&b).' Trualne, , Inc. • RIALTO PLANT #4 LITTLE ROCK PLANT#5 249 E. Santa Ana Ave. ° : ... 7749 E. Ave. "Te. Rialto, CA 92378 Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS IS NOT A TICKET NO. 326812 IRVINE PLANT #7 16351 1h Construction' Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction. Circle East Irvine, CA 92718 ADELANTO.PLANT #9 12760 Rancho Rd. Adelanto, CA 92301 SOLRyO.i4 W.Davies,.Inc. VARIOUS STREET LOCAATIONS '. .•. $LOVED BIT k;,TERRA. +g. • JUNIPER ..I ' FONTT'ANAF+'RIALTO INSTRUCjIONI�I.IBax FOR C�,T. � CUST NO. .U'tTIES . 53 P.O. CUST. JOB NO. 209 ' ORDER NO. .28 DATE : O8/02/02 TIME 81:0 TICKET NO. 24424.833 3. TOTAL WATER • .. FREE WATER BATCH WATER .. ALLOW WATER : v-1 r .DNS . ' i TRUCK NO. 177 LICENSE \ DRIVER Wct"E?F ,, DALE LOAD NO. , . SAND MOIST REQ. SLUMP •.0Q h , 5`745'7$ MAP PG. ;1, • 604. J7 DUE,ON JOB c ` 1.1. W(3O PLANT 13/P t 4 Coltth . " E) TOTAL ORDERED TOTAL SHIPPED i- THIS 'TICKET'. PRODUCT .: CODE --:'4,COMMODITY t 'DESCRIPTION ,UNIT OF ,'" MEASURE ::=rPRICE UNIT =' )(TENSION'.i .•. , .' .4 . (10 ' 0,(,0 4. (»0 1..(,0 1. 0(. 1.0(' i ., C117 3 E IV7R'` 52002500.. Cram .En {krr' Fee • _ GCS Yai Erch / ,, c+ STAND BY CHARGE* BATCH WEIGHTS WEIGHMASTER CERTFICATE '=g; -, I THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d by' d weighmaster, e io on.this certigcatgs who is a re000ggnized authority of accuracy, es prescribed by C apter 7�!(commencing whoea signet 162 with Section 12700) 01 Division S 01 the Celibrnie Business and Proteeslon a Code, administered by Isa Divlsiori of Measurement Standards of the California Department of Food and Agriculture. ,- 4 V By X ' TO ES } 'i.IIJGfl Deputy TAX •.. % PREVIOUS BALANCE SUB •.TOTAL 1 i, ,1-clay .!`J'UI 4».:t.X1g' , t.IItE:. p . , r , • Rec'd B „ , Customer X . /✓� " �'1� / +° .. � ' t OAD CHARGE C I' 5 MIN. PER YARD' MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.50 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL • i >, JOB TOTAL , LV. PLANT \\:1S •1 ARV. JOB 1 .✓0 START POUR .1\`k STAND BY _ - END POUR ,l 1 0• LV. JOB ARV. PLANT ` WATER ADDED ON'J�O"B A INSPECTORS COPY CONTROL# CORPORATE OFFICE FOOTHILL PLANT #1 2190 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. -Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 • NOTICE Our drivers will make every• effort to place materiat where Customer designates, but the Company assumes no responsibility for damages Inside curb of property line. No claims allowed unless made when materiel Is delivered and recelpted tor. Interest charged on delinquent accounts.'% Buyer will pay reasonable costs of collection end ettomey's fees. 'As evidenced by signature, driver / carrier a'resporeible for the accuracy of the vehicle's tare weigh. The driver / carder will notify shipper / consignor If there a any change in light weight due to charges in equipment, fueling, etc. Calif B & P Code Section 12722 (a&b).' • 11.0L.L.1 Truci(itlI , Ina. RIALTO PLANT#4 249 E. Santa Ana Ave. Rialto, CA 92376 LITTLE ROCK PLANT #5 "- 7749 E. Ave'. ' T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 • THIS IS‘NOT A TICKET NO. - 336945' IRVINE PLANT #7 16351 % 'Construction .Circle West Irvine;,CA 92718 , IRVINE°PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 6'17.-Bat 0. Davies, Inc. vnmoUS STREET LOCATIONS `ILOVE� R 13/T SIERRA . JUNIPER TN INSTRUCTIONS: r Y / jy�/ //��/// CUST NO. _ DV I ES lit P.O. CUST. JOB+�NO. ;2 9 ORDER NO. NO. 4 ! DATE�yl / f P •A. 31 J I.2 TIME f 0R,•,'.� : 48 TICKET �N7O.��y 2640294 4 TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. IHALE--77 LICENSE ,, DRIVER 'It^'ivf2)'`y Dtr1ve,r, LOAD NO. i SAND MOIST REQ. SLUMP 3e00 r 572570 MAP PG. 604 J7 DUE ON JOB I01:'30 PLANT ' t/P 4. 7 Mtn Vitt 1 TOTAL ORDERED TOTAL . , SHIPPED, , THIS TICKK�ETT..,:r`' PRODUCT =rp COMMODITY - s �.�, 'DESCRIPTION UNIT OF . UNIT s PRICE.. EXTENSION ) ifr CIO 0.00 4fio 00L1 1.00 • i • 4. 00 • 1.00 ``a.CryO1DE Ci lr.1. a;cso I Ct r�� L w 2.0CC.5 (r ' C t o E n v i. r" Fee i,fME�ArSURE�, .311 Ward r'. JL h D STAND CHARGE * nW BATCH WEIGHTS . - 4 . ( WEIGHMASTER CERTFICATE • . ' THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d by a welghmeeter, whose signature a on the certificate, who e e recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Dlvelon 5 of the Celdomrs Business end Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. • By x Pf ID I LLA, FERNANDO Deputy TAX c - �e a '" PREVIOUS BALANCE , SUB -TOTAL Rec'd By .�.-,,,.. , "+..�+�./ Customer Xt SHORTLOAD CHARGE t"i(]J,d:tElAy 1rVC! liitlgy infz. 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING r* STAND BY TIME CALCULATED AT $1.50 PER MINUTE s CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. PLANT _ . `� ARV. JOB ) START POUR ' STAND BY END POUR % LV. JOB ARV. PLANT WATER ADDED ON JOB INSPECTORS COPY CONTROL+'#' 'CORPORATE OFFICE FOOTHILL PLANT #1 ;2190.W. Foothill Blvd. Upland, CA 91786 • (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland CA'91786 S'A"N.BERNA bINO•PLANT#3 200 W..Baseline Ave' San Bernardino, CA 92411 •NA -ram'" • . NOTICE Our drivers will make every effort to place materiel where Customer degnaten, but the Company assumes no resporsibllity for damages Inside curb of property line. No claims allowed unless made when materiel la delivered and neceipted for. Interest charged on delinquent accounts. Buyer will pay ' reasonable costs of collectionand attome'y1 fees. ' !. - 3 . - 'As evidenced by signature. driver / carder is responsible for the eceGrery of t(td vehicle's tare weight The driver / carder will notify shipper / consignor if . there Is any change In Tight weight due to changes In equipment fueling. etc,'Calf B & P Code Section 12722 (e&b).'. ■ ■w■ ■;jw `M • RIALTOqPLANT,#4 „249' E.'aanta'f1'haAVI Rialto, CA 92376 S ; LITTLE ROCK' PLANT:4E5 774�E."AvedT1 � Little Rock,'CA,93'5d33'7M MT.,VIEW #6 1499'13enson THIS IS NOT A TICKET.NO. .32f 46'0 IRVINE PLANT 16351'12 Construction ;<. Circle West, h . Irvine, CA 92718 • IRVINE PLANT #8 16191 Construction Circle East`;; 'f ? A Irvine CA 927,18 . , •ADELANTO PLANT#9 • .12750 Rancho.Rd. ' ' , Adelanto,.CA 92301 SOLD TO • - f11tr t'"#tt, Doty xct, . Tic. ytmiot..113 13TREE T t oCnT1DNs 3, 31..oVr1 BAT ,I EIZIWI t' ,.11114IC t*,.r F"C'tt\111)11f1 P,1111,.1'0 { I�NSTRUCTIONS:' '��.'"MA roil r1pr r rt '' I took $ ' ;, ter d 1 *" .r •,'.s r . )y CUST NO. ' •_� DVI1.,1.i 573 P,O. •��, OUST JOB NO. a 'lrt 2 ORDER NO • . .L.? 5 t. DATE 1 . y,%it..M TIME I1 It7w jTICKET NO. f`.'1,A" rye^"'; TOTAL WATER . 'J FREE WATER ,., BATCH WATER . '3 . ALLOW WATER ,,; TRUCK NO. 1.61 • LICENSE DRIVER .:f1VCA:"1'„ fILK: LOAD NO , t I i '..; � � .t SAND MOIST REQ SLUMP �• l Itnrrr MAP P(� ?t' DUE ON JOB ! Pr , ' .:3 PLANT t* P 1 4 , • a._ ; t.,' Am f:tt.! i5 . T F'.) >. TOTAL qyl i ORDERED . TOTAL', . „ SHIPPED THIS ` ` i,, TICKET , -; ° PRODUCT"* .' 1.CODE COMMODITY .�. ,'�°'`_ ., "DESCRIPTION ' . , .., 4„' "`, UNIT OF (' „,MEASURE. UNIT I ~•:'PRICE~ t, EXTENSION 1,> ... i Se ti' O..1t 7. 07 1.0 .., T.. 410 �cm `i: ft i t.' Cf..1•Wrn , i}.P tCti iJ7t lK<• ' ery0. (WV1 i'. r e .,• a �>: . 1) qV 41rri rot 1:`. , STAND BY CHARGE * BATCH WEIGHTS ) t b •' AM " ,r • ,, %•B^ t I r , ; i* " a 4 ' r a a ��-`".� • • tq, WEIGHMASTER CERTFICATE THIS IS' TO CERTIFY that the Tbllowing deacdbed 'commodity was weighed, measured, or counted by a weighmester, whose signature Is on this certiftete who is■ recognized authority of accuracy, es prescdbed by Chapter 7 (commencing. withSection12700) of Division. 5 of the-.Caldome. Business end Professions Code, administered by the Division of TAX o /o •'J Measurement Standafds•.ofthe C9!.hallomYyia ^tDepartment-of Food end Agriculture. , , ,, ?Mtbw y 4 \ ,t . PREVIOUS . ` 'BALANCE v• , isI 14' kvr-+<[ f 4 CA-,. 1S . , :Deputy .a. 71, t� �llwji )s 1314tCrtti F �Y% ►ftCPn • SUB - TOTAL :: Reed By l ' , ) ' •y4' , Yf�'' ,, ', Customer X _- ';.' r `r s 40i SHORTLOAD CHARGE , ". / �- j\\\ljj t ? 4 i TICKET TOTAL ,. D 5 MIN. PER YARD MAXIMUM FREE TIME•FOR UNLOADING * STAND BY TIME CALCULATED AT $1.50 PER MINUTE . CUSTOMER ASSUMES- RESPONSIBILTY FOR WATER ADDED ON JOB JOB TOTAL LV. PLANT t 41.I ARV. 'JOB • 1�1"� �� START POUR . �� • �� STAND BY • • : END POUR 1 \Q. k LV. JOB ;, t ARV.• PLANT , f WATER ADDED ONJOB t CONTROL # CORPORATE OFFICE FOOTHILL.PLANT#1 210,W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT#2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will ry effort to place material where Customer designates, but the Company assumes n ibility for damages inside curb of property line. No claims allowed unless made when material Is delivered and recelpted for. thterest charged on de I nt accounts. Buyer will pay reasonable costs of collection and attorneys lees. ' "As evidenced by slgneture, dryer / carrier Is responsible for the accuracy of this vehicle% tare weight. The driver / carrier will notify shipper / consignor if there Is any change in light weight due to changes in equipments; fueling, etc. Calif B & P Code Section 12722 (a&b)..". • HOLIDAY RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 •T1" a_l r_ 4'e t rr t] ;, Inc. LITTLE ROCK PLANT #5 7749 E. Ave. "T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS gTsinn IRVINE PLANT #7 16351 Construction Circle West Irvine, CA 92718 IRVINE PLANT#8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO . t•),I L7c rt; ti N t;at, v:I. r € 9 �'rta. -r LOVF lµfir).t POPLAR INSTRUCTIONS: CUST NO. ;� Irv}ORDER xu.;' P.O. CUST. JOB NO. - NO. . 37 DATE 03/13/iti TIME I.wr141l,`,J TICKET NO. 21410 TOTAL WATER FREE WATER ;._ BATCH WATER;.: ALLOW WATER. - TRUCK NO./� i 6 LICENSE DRIVER ,:..ari a'., f3I-I.1114IIr LOAD NO. SAND MOIST REQ. SLUMP 4. it 4,992 . MAP PG. 1017.1 DUE ON JOB I4t;tF IG' PLANT El/P IR 1 Foot: hill a;, lY xr,, l( TOTALu / ll� l l„ lid ORDERED�� • . l� ll al,i,l /s ,ex :: i; :..r /'.p A ��// l T (,/� �rl l l : �qx �i � „�ll/ Nku��t�PED,yly�6 r, r::,•. r v :.. �r r ,. l l n l,, �,✓,,. l // ISM / / TH, /- ll r ,�l � ,�aYlrlrll, 1. !l� 1, a lll�, . ���;, ��/fir/71CKET�Z���� l ;. � �, l 4i,,, PRODUCT l , N s �jlnn�i Nll"irl ��u��'nl2,Cf:')bE,,,zll„Y, ,Y' nl, i(.:.'.:. Ylr +l'l rf2 M Hit, ll Y :li• . l � N:... .. r: /r. l✓ (h0 N l H l r a�au rl 1, / i y �'�ll!l , k„rr.lxl � ,a .Gr ..COMMODITY �r,,,n,l,., l r 'r �l l , l ✓H N4 g rr �' � > ln, rll,l l9 /,, , i, �rl r,l � ly ,� l lrrl �, Y Yl�ulrl'l� llr Y ,, , , llmr%lnll��r � l",,;rr� ,l, ���' ., l l a � l A alrl' ' '6 ,"., ,' G ."' a ;l Alf :. , "� ION .�� 1����' ip�u���„ ,. ,/ ..,,�bE�BRIPT /.,. r,<� lllll0 N,a: ll / 'l l 1. /"U : L/ F u) NT On,ll�i tl l ll H r ,.,Y 1 l l 1, , yl� �15UREry%/ 4 r,M lH,,,l lYl/ % Ala (lY :Fl (/xG � UNIT.., N �r � s r l i,l r ;� PRICE;H,�(/r ,a;,�% n4ir llrlb IN IOn/. lvl'1. :: h . e. v. u ,, � ,� l•.l. a E SIGN rl,, ,, EXT N n a 4/. ul✓it.y/,�,rlae,ll,r:,<�i,,,xr. 2 2. f,�"y� r) `M)''i�t s 1�700 ;:. 1:1E"ha '1nt .t. 1.( (((;', «♦`�"li'.yy i�«,4 . {.RI,n-I�f(t.l. 13[[ 1_ e ! e" 1 - 2,X 141 r �h: '/ U /Y Ec �4p1 `}C1 h 1�_ 1'�r CC..:pp rY' i.yeart r n:r fl':nv i. r'. Fee 0STAND a .--< 1 BY CHARGE * BATCH WEIGHTS N ' ,f9 -. - �VC �. UT( L- ( �1 ��/ "/ L p �,��, SW/r Ici�C.li, n �,.i cC/1l6-- '✓ j'U Y% — Cap ,,-,A� 1 D';4_ l/'° • n 4., . • WEIGHMASTER CERTFICATE,.,,,,) alga TO CERTIFY that the following described commodity was weighed measured er counted by a weighmaster whose slgneture io on this certificate, who ls.aJeco n s-presorlbedrbY,Chapte tpommencing with Section 12700),yt„oilsiatn- eTe Callfornga Buslnesa.,and-Ptofassions Code administered br,,t1e'DMsimn,of easuremenPSfBn`dards of t ie,-Cslf(ornta Department of Food and AgricultureJ � " Ifl ( By x ��I�il..CII�I �. -�I Deputy ` TAX e /o PREVIOUS BALANCE SUB - TOTAL .` / (ir.z1 J. —dFay ! r'1tr..,: i'1TtI"Ja J.7'bi,::. ._ Rec'd By �"U'✓j c Vii ..;yt. „c Customer X l ^' • — SHORTLOAD CHARGE 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. PLIANT ARV... .JOB START POUR STAND BY END POUR LV. JOB ARV. PLANT WATERON DDF�4YJ / INSPECTORS COPY CONTROL # CORPORATE OFFICE FOOTHILL PLANT'#1 2193 W. Footl)ill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2, 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will m effort to place material where Customer designates. but the Company assumes no billy for damages Inside curb of property line. No cl owed unless made when materiel is delivered and receipted for. Interest charged on de accounts. Buyer will pay reasonable costs of collection an attorneys lees. "As evidenced by signature, driver / carrier Is responsible for the accuracy of this vehicle's tare weight. The driver / carrier will notify shipper / consignor if there is any change In light weight due to changes in equipment. fueling, etc, Calif 5 8 P Code Section 12722 (a&b)." HOLLIDA RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 it"I1£"lil.t"ttg Tt7t.,. LITTLE ROCK PLANT #5 7749 E. Ave. "T' Little Rock, CA 93543 { r MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS,t$ ©tQT B TTTK7 IRVINE PLANT #7 16351'h Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine; CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto,,CA 92301 SOLD TO • 7. I.1f t `): I :). '1r•4 v J ( r.4 T rir. 1_,1) Y r:F,, 1:/1.1 PID 1,VIi? t INSTRUCTIONS: CUST NO P.O. CUST. JOB NO. ORDER NO. DATE TIME TICKET NO. TOTAL WATER. ...^ ' .. FREE WATER BATCH WATER ALLOW WATER ... TRUCK NO. .. ., 1, LICENSE "'"`" t. DRIVER " '` '" 4.1osv•••., .t +r mw, r,M LOAD NO.'. I SAND MOIST REQ. SLUMP 4 'frtl t r. rye, O'fr.f"t' MAP PG, 40r'n DUE ON JOB v s h a 4 PLANT Arr t` t ,s ward TOTAL:; ORDERED , f „ %;+TOTAL %rjF„u/ P,<,"SHIPPED' ;/ THIS Frr' PRODUCT u� /,.%%CODE „/„%; % ' COMMODITY K%% DESCRIPTION," ' S UNIT OF / -'id MEASURE ," UNIT ; PRICE'' . ,TENSION, 3" 00 „ CO 3. C10 i. a CO ;:?;. CIO I. « t70 ,I/! t .:111,11' 1' 3F9 1 1.. C:1 SI t 17.11. ilry ;, Y.. tS Yt I. n ..,' i t t"' 0 c? vlvr ' CI '1lT,ar• 1.: z; f ' :I .t STAND BY CHARGE * BATCH WEIGHTS � _n /,ts^� 2 V4 6 W T(� b (� /) LA gaty - ' s / ,lief"- ' ,n�,��r �T( / 6k1905��^ v M� � '�I C� v & WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, of count d by a weighmaster, whose signature Is on this certilcale, who Is a recognized authority of accuracy, as prescribed by Cr apter 7 (commencing weh Section 127ou) cl Division 5 of the palilomie Business and Prolture. s Code, administered b the.Dlvlslon o1 Measurement Standards of the California Department of Food and Agriculture. .,,..,— )? (-) I I,I,, (O I i ' By, X ,% Deputy TAX c /o PREVIOUS BALANCE SUB TOTAL ;.' /' Hill r f.Zoc:I: 1:0. rPlr:". Rec'd By • r' , Customer. X�,/'' ."" SHORTLOAD CHARGE' 0' • 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING' * STAND BY TIME CALCULATED AT $1.25,PER MINUTE CUSTOMER ASSUMES RESPONSIBIL FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV LANT,� ARV.4J B SJART' OII.IR ` STAND BY Ny P U LV. JOB ARV. PLANT WATER ADDED INSPECTORS COPY CONTROL # CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will effort to place materiel where Customer designates, but the Company assumes no curb of property line. No c owed unless made when material is delivered end receipted for Interest charged on di reasonable costs of coiledttorney's lees. "As evidenced by signature, driver / carrier is responsible for the accuracy of this vehicle's tare weight. The driver / carrier will molly shipper / consignor If there is any change In light weight due to changes in equipment. fueling, etc. Calif B & P Code Section 12722 (e&b).• :HOLLIDAY RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 I 'cc( f l a l:(j I t o C:.• LITTLE ROCK PLANT #5 7749 E. Ave. 'T' Little Rock, CA 93543 ibility for demegss Inside ' accounts. Buyer will pay MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS IS NOT A TICKET NO. 274767 IRVINE PLANT #7 16351 t/z Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO :':):I. la0Y' 1; 8,'1,. 1:!iil'.J:I.ri;ii7 ,l:•//P?::« -. '31 .()VER 1 ..r').)- 1-f0P1. t-lh; ,,,.(...1.a.(11la,:, INSTRUCTIONS: CUST NO. (i'.''I:I:%(.: r'i:i3 P.O. CUST. JOB NO. ORDER NO. ''i3 DATE 13, :L`.1. 0::' TIME 12 ..GF','.i TICKET NO. 2.5 '1(33C.';':3'ri'. TOTAL WATER . FREE WATER BATCH WATER ALLOW WATER TRUCK NO. 52 LICENSE DRIVER '10):a.,.i3..('T» NielII")El.,,. LOAD NO. 'I. SAND MOIST REQ. SLUMP 4 (:14') 150 I. Pr, .i `t MAP PG. i (1(:1 DUE ON JOB '.I. ,.. r, , i(:1 PLANT f?/'I"s 'I 1 ••y t`") 1 , TOTAL ORDERED , 0.0TAL yi, yq ,r,/IPPEDw „'' FSH i ,wTHIS ,/,,,,,,,,,. + ,2�r%%TICKET r /i$ „PRODUCT iA%';'CODEi,,,,,�? / '' "COMMODITY . ,,r ; „i , .,, DESCRIPTION o :., „,,UNIT OF to MEASURE ; r y,,,UNIT,,,�,' . 'PRICE,, , EXTENSION a .„ 00 ;:).. 00 :... i.,.r t)0 I. „ (10 a 00 ' 1 .. (:)(,) CI'15,I Cf:'1,I .! 1:1-:; I s`t:),, :i. « (-) (31f, f:;:it I I.', (::(::ra 6 :r(`.,:i ,• 1': r•a:.z t",i.) `if fw,'t Iz: of (..) 1► i STAND BY CHARGE * BATCH WEIGHTS ',a.. P6 \\. )12esfc` 1 ^,, Q l S _ Uri', t-CV ,t) �D� �%� C___ a ' N.. r / r ,' jam' `\ - WEIGHMASTER CERTFICATE , THIS Is TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature Is on this certificate, who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards ofthe California Department of Food and Agriculture/4oP DO III, I7(.Y013 By X Deputy TAX o PREVIOUS BALANCE SUB - TOTAL Rec'd By . j ,}'{ Customer X \ jam. ` II SHORTLOAD CHARGE I It:)1. 1. j (1,A), lei(:?(.;If. ,(:;;t:!„ ,, 'I1'Y(:^. - 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL t JOB TOTAL LV. PLANT \ ARV. JOB START POURR . - \ -=-D STAND,,BY r t..----,.. ..--i '' END_.EOUR--'- .) ,.V. JOB ARV. PLANT WATERADDED rINSPECTORS COPY CONTROL # CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 NOTICE Our drivers will iy effort to place material where customer designates, but the Company assumes n sibility for damages Inside curb of property line. No (lowed unless made when material Is delivered and recelpted for interest charged on t accounts. Buyer will pay reasonable costs of collect' d attorney's fees. "As evidenced by sIgneture driver)'carrier le responsible for the accuracy of this vehicle's tare weight. The driver / carrier will notify shipper / consignor if there Is any change In lightweight due to changes In equipment fueling, etc. Calls B & P Code Section 12722 (a&b)." SAN BERNARDINO PLANT #3`'-•'-, RIALTO PLANT #4 2300 W. Baseline Ave 249 E. Santa Ana Ave. San Bernardino, CA 92411 Rialto, CA 92376. LITTLE ROCK_PLANT #5 7749 E. Ave.'T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS IS NOT A TICKET NO. f?P 734 IRVINE PLANT#7 16351'12 Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT#9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO 6_t.fe�t^t t+.4N X�,°u•x,.�,sInc. St..0 YV.:r 1 /0 PI'JIT''t,i`-'tF INSTRUCTIONS: OUST NO ,, PO. CUST. JOB NO, ORDER NO. DATE TIME ti TICKET NO. TOTAL WATER FREE -WATER BATCH WATER ALLOW WATER TRUCK NO. 94 LICENSE DRIVER J•rtuuro:F.G1.1:t„ FtODERT LOAD.,NO- 1 SAND MOIST REQ. SLUMP.I y rr$ 4 � = „MAP PG 71 11,:t4_ DU ON IQ i t 'FT 1 I" Cl CI't; I`! l �. T t „TOTAL'€ ORDERED✓,,, "kTOTAL'',,p/ ,fi�,�SNI�PED „ r � THIS r�9,TICKET„ix' ,',PRODUCT "'"'CODE ,i,. 'COMMODITY . ;i ,. ., „ .,'''.*DESCRIPTION ;�, -� - , ,' •UNIT OF '% MEASURE„ UNIT PRICE " EXTENSION >",+ Ii.W.1 t,;�, , i,'.ue 1,111 1, 00 ,'Ja I1b 1 a >t?w w : w',AA `,17.1',I ti I. Ft 1.`t39.+3" 1a 12) ilia', t- 1ttPr ' i:Li it on EE n v i r`' ,.: ;f: c w,... r` \''apfj Each r•: STAND BY CHARGE * BATCH WEIGHTS a+, WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d by a weighmaster, whose signature Is on this certificate, who Is a recognized authority of accuracy, as prescribed by C apter 7 (commencing with Section 12700) of Division 5 of the Californiao a Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. •- . � Deputy By X' iI 1'/£_ lI1Ig r-, i3N y ,:, TAX o PREVIOUS BALANCE SUB - TOTAL i,01 17.71,.t r t I. r-rt.. is a 4101 carat.-. Rec'd By fr %�j?/f / } Customer ' ,-' r /re-., :72 c. .SHORTLOAD CHARGE v 5 MIN- PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. PLANT ARV. JOB START POUR STAND BY END POUR r LV, JOB ARV. PLANT WATER ADDEQ.- ON J� INSPECTORS COPY 'CONTROL # CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 , Toll Free (888) 273-2200 CAMPUS PLANT#2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will ry effort to place material where Customer designates, but the Company assumes n sibiliry for damages Inside curb of property Ilne.. No Wowed unless made when material Is delivered end recelpted for, Interest charged on t accounts. Buydawill pay reasonable costs of collect d attorney's fees. "As evidenced by signature, driver / carrier Is responsible for the accuracy of this vehicle's tare weight. The driver / carrier wIII notify shIpper / con¢Ignor If - there Is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b)." RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 l-t.t.y..•1:t1. vim 1.P LITTLE ROCK PLANT #5 7749 E. Ave. 'T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave."' Upland, CA 91786 THIS IS NOT A TICKET NO. 274794 IRVINE PLANT #7 16351'h Construction Circle West ' Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO r h. 111. I.dC 'r 1.: 1'I.e 1.).1 t.1:1.(?} 0.1 �.i'IC.. • (1/ 1).(7114 INSTRUCTIONS: `ire .. l • CUST NO. P.O. , CUST. JOB Na 1 ORDER NO. DATE TIME TICKET NO. TOTAL WATER FREE WATER' BATCH WATER ALLOW WATER TRUCK NO. 8IS LICENSE DRIVER • ,,I I'L I .' API ;':>_ VT ICE LOAD NO. :I. SAND MOIST REQ. SLUMP r{: Pin - �.i�<1:;�a. ^t MAP PG. Iiac1 DUE ON JOB 1 asf.Gi1�i PLANT IIif.1. a :':4 cir�(Inet r v TOTAL;`, ORDERED , TOTAL , SHIPPED,' THIS TICKET ,' PRODUCT s'--CODE „ �� COMMODITY ,' DESCRIPTION 'UNIT OF, Y. MEASURE, UNIT "' -- PRICE`. EXTENSION, "1.:-!. , (30 ..',..1,:!(.1 r'' 00 1.w (1I3 ti,.. ,. (:.n f 11:) - • 1,..1.1(`1 _ f I'I`}.1 1,, 1.:.1It.1:P l 4 yfit.!'`t J.., 0 !11'; y?3.,(.I 1-_-1.), r;,01-1-- ._.il',/.t i".,_r..• '-. i.. II r n:1 '. 1..:1:4 • 11 Pi STAND BY CHARGE * BATCH WEIGHTS ; WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d by a welghmester, whose signature Is on this certhcate, who Is a recognized authorityof accuracy, as prescribed by C epter 7 (commencing with Section 12700) of Dlvtslon 5 of the California Business and Professions Code, administered by the Division of TAX o /o Measurement Standards of the California Depersnent of Food end Agriculture. • -.x I.Pf=t1,P'1,, , D91(:II.10 PREVIOUS .. BALANCE ... By X Deputy .,I,. SUB - TOTAL Rec'd By •SHORTLOAD Customer X CHARGE 140' '.I.'.1.('.1dr`l}>' Is cic'•1'. 1';13,..r .1'1'lt:`, TICKET TOTAL• 5 MIN. PER YARD•MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB JOB TOTAL r+ YY LV. PLANT ^)• ARV. JOB �j() START POUR STAND BY-, END POUR LV. JOB ARV. PLANT WAT ADDED ON','O ' INSPECTORS COPY CAMPUS PLANT #2 2006 Campus Ave. 'Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 CORPORATE OFFICE FOOTHILL PLANT #1 ' NOTICE Our drivers will me effort to place materiel where Customer designates, put the Company assumes no Illy for damages Inside 2193 W. Foothill Blvd. curb of property line. No cirri ed unless made when materiel La delivered and recelpted for. Interest charged on del. accounts. buyer will pay, Upland, CA 91786 reasonable costs of collection end attorney's fees. .(909) :982-1553 •As evidenced by signature, driver / carder le responsible for the accuracy of this vehicle's tare weight. The driver / carrier will notify shipper / consignor i1 Toll Free (888) 273-2200 there Is any change In II2M weight due to changes In equipment. fueling, etc. Calif B & P Code Section 12722 (aft)... H. OLLIDA RIALTO PLANT #4 249 E. Santa Ana Ave. . Rialto, CA 92376 , Trucking., Inc . LITTLE ROCK PLANT #5 ' 7749 E. Ave. 'Tt Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS IS NOT A TICKET NO. 317358 IRVINE PLANT #7 16351'h Construction Circle West ' Irvine, CA 92718 IRVINE PLANT#8` 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd.,. Adelanto, CA 92301' SOLD 1O:7rt W ., DaV'J..f,''a i s 'inn.,. IJARTOTJS STREET LOCATIONS S�pLO��VEfItdiEl°t cETRUs °rtOt'G.k.A R,�{S'd- ... y . L INSTRUCTIOqgA1 'euRB • CUSyTppmeC 53 P.O. CUST. JOD,dV�. ORDER O. Dl� E , 3 f� 2 TIME 13 . TICK O��f �ry I TOTAL WATER FREE WATER BATCH WATER ALLOW WATER - ri TRUCK N O. LICENSE DRI3 ER.,,n. A r r i'',.1 LOAD NO. SAND MOIST REQ. SLUMP 000f MAP PG 4 F7 DUE Oil eOB00 P �VT1 ' ) i TOTAL ; ORDERED TOTAL 'l'SHIPPED' THIS r ,TICKET ; PRODUCT r»"CODE l COMMODITY ,ti 'DESCRIPTION �.: di I :te. . w r) UNIT OF , MEASURE 4 UNIT PRICE°. ; EXTENSION �. - s . L.1 7 , 0 i • ..•.! ., ' 2..0) . . 1,1L :1..00 I L 1 ..lnr .I.. - CECa1VI J.h. .Y..'t.! .A.. L . i:Jh. i.,1.L 11.t" ,C`„+y 1 Coif Env I.ti . Fee T 1, ;) .A, c.;,t' Ert.o', .►, STAND BY , CHARGE(,* 1 '''���'''''ttt///��� II/ll/I ����'_ \ I A_ S t i1 .1 r6 BATCH WEIGHTS _ D C �. nl I --4—(40 0 ��+7r14) �- C7 WEIGHMASTER CERTFICATE ,' THIS IS TO CERTIFY that the following described commodity was'weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who Is e recognized authority of accuracy, as. prescribed by Chapter 7 (commencing with Seaton 12700) of Division S of the patibmla Business and Professions de, administered by the Division o/ Measurement Standards of the California Department of Food and Agriculture. By X TORRES r DO : �'N Deputy TAX ' % ., PREVIOUS BALANCE SUB TOTAL / ,,✓.�- ../ Rec'd By X (/ .i"� f'/ Customerr , 1 're y f .. SHORTLOAD CHARGE J.Y......1 _.4 i:. 1..a.. i;r::,a .e,.i A...... . 5 MIN. PER YARD MAXIM M FREE TIME FOR UNLOADING *STAND BY TIME CALCULATED AT $1.50 PER MINUTE CUSTOMER. ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. PLANT /r } ARV. JOB / START POUR i r`+ STAND BY END POUR .. LV. JOB ARV. PLANT WATER ADDED ON JOB INSPECTORS COPY CONTROL # CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will effort to place materiel where L'listomer designates, but the Company assumes no ility for damages Inside curb of property line. No wed unless made when materiel Is delivered and recelpted for. Interest charged on d ccounts. Buyer will pay reasonable cosh of collect ttorney's lees. "As evidenced by signature, driver / carrier Is responsible for the accuracy of this vehicle's tare weight. The driver / carrier will notity shipper / consignor If ' there is any change in libht weight due to changes in equipment fueling, etc, Calif B & P Code Section 12722 ja&b) " .1-1 OLLI DA. Y Trucking, Inc. RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 LITTLE ROCK PLANT #5 7749 E. Ave. '7 Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS2 yQToT,IGJ i 9 IRVINE PLANT #7 16351 'k Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 n!tibTr. t W. )..i.`I.v i vi,, , I n C. VARIOUS STREET LOCATIONS' SLOVEN C./O CITRUS F ONTANA INSTRUCTIONS: CUST NO. DVIEra - 5' P.O. COST. JOB NO. 209 ORDER NO. 68 DATE 04/09/0 :' TIME 1 s.20 TICKET Na 21406034 TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. 93 LICENSE DRIVER , PANSFI1,9RN„ LOW r, LOAD NO. 4 SAND MOIST REQ. SLUMP c ' 4'»00 512245 MAP PG. • 60' 1=7 DUE ON JOB 1. 4 voo PLANT 8/P 'F4, i. F:of1h;i.I1 T . , O AL'%/ r T E Erylbe %;;,,�1 RDEREb�% , r4,,OA/� > „ /r ,, „rl ✓l �/i��„�°�SHIPP5D)�, ' l$; 0 Y' l , TI ryV'A ��///'/I1C�fET'�ron�E /.tPRODUCT �,,,, , ,,, w ��N�;�HmCOtjE'-'- ;COMMODITY,,, , / y„ u :; _ bESCRIPTIOI�,.'/r�� r �r��l',,, �' �; ;',UNIT OF„ ✓ ,: �-,mMEASURE/„�F ,; r UNIT 4 l6, �Gh,�,PRICErL,e / EXTENSION �, u� „�wq, � yrN; 4.00 4.00 4.00 e00 4.00 1..00 CM4.31 CFNVJ R 1S94 1.0 rk Slurry Cori En'hir Fee?Each ----. , CU Yard h STAND BY CHARGE * BATCH WEIGHTS �`�_ r ' LrlCeT{ A PTO', t3(0i-.7y WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d bye weighmaster, whose signature is on this certificate, who Is a recognized authority of accuracy, as prescribed by C enter 7 (commencing with Section 12700) of Division 5 of the Cafrbmla Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agricutture. BY x RIF3'L,Dr.i. T FTAN Deputy TAX o� PREVIOUS BALANCE SUBTOTAL Holliday 'rucking, Inc. Rec'd By Customer X SHORTLOAD CHARGE 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING • * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. PLANT ARV. JOB START POUR STAND BY END POUR LV. JOB ARV. PLANT WATER ON JB ADD INSPECTORS COPY • CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 • tz....-'4~ CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 , SAN BERNARDINO PLAtI,T.,#3 2300 W. Baseline Ave San Bernardino, CA 92411 't - --. - ---.4 , CONTROL # '. ,• , . • . ,. NOTICE Our drivers will effort to place material where Customer designates. but the Company assumes no • ., .. ility for damages inside curb of property line. No wed unless made when material is delivered and receipted for. Interest charged on d ccounts.. Buyer will pay reasonable costs of collectI attorneys fees. ' .. , ., . ' there Ls any change In light weight due to chang. In equipment, fueling, etc. Calif B a P 's tare weight. The driver / carrier will noiify shipper / consignor if . , 463.51 1/2 . Construction • Ct(cle West THIS WITA TA% N4. 0 '4 -..,,, 1n,t01‘.,ne.,.; CA 92 7...18 ., . :- IRVINE PLANT #8 .....-",',...,....,...-.2.144:•1, !..! 16191 Construction .2 .. , . •I;)circle 'East iivine, CA 92718 , r . 4 .• ' lri;;', 2 ' • i ,."'''...- '; •• , . . . - RIALTO PLANT #4 LITTLE ROCK PLANT #5 •MT, VIEW #6 ADELANTO PLANT #9 249 E. Santa Ana Ave. 7749 E. Ave. n- ' . , 1499 Benson Ave. , ,..1t750 Rancho Rd. Rialto, CA 92376 Little Rock,,CA-93543 • Upland, CA 91786 lAdelanto, CA 92301 .;:7.1.--'.• - .. • • - - , SOLD TO . s , x • ,. Albvrt W. Day.ies,:-Inc. - VARIOUS STREET OCTIONS • - , , • ovr:REtEIT /0 CRUS _ • ,.;/.. FONTANA . ' `'.1 • •- ,,,, .„; . . . .. . .. , 1.17.N.1..STRU7/T#10.. NS: '('',..) • ' • •••1,,,-2••••t- i" „ ,,.., . ..ii''' s '1 11' . i:, f ‘, .,tt ' 7 •.,:,,,,, /, v-,- : ,,,. • '• ••,•ii,--- • , CUST Na . . DVIES 5:1 ' ?, , : ' - GUST. JOB No.., . • --:-.-A 20t4'., ORDER NO. ..,„,. ..', -50 ' DATE 04/6R/07 TIME , ''' '1.2- TICKET Na :',1405071,1 , TOTAL WATER FREE•WATER • , . . ... , BATCH WATER ' .,.' ALLOW WATER .. -,, • ,,,.: TRUCK NO. .; •.,. r..,-3 LICENSE - . . DRIVER • , :, : . Ilt,',(36447":, , PAUL LOAD NO. .1. SAND'MOIST • ' REQ. SLUMP- .: ' ‘t ',..(00 . '511. 377 ' . MAP PG. . • ,40 4 F7 DUE -ON JOB--,„... , ''''" I 4 ! 0 41 PLANT . 11/P ti 1 r- el 6. t h 41 I JOTALV, ORDEREOW ItgoipTAvolo iilt SHIPPED 14 tgOliTHIPAzgY0 TICKET. KPI.,30DucTio ",,'A'e',CODE'lld.. ,,,,,,w, mmorigovivw .COMMODITY, ,1k,, ,,,,,,,,14,,,,A l'',"' ''''''',I,N•.--!:-DESCRIPTION '''.',.,.,',Y/0„ ",7';'''Y'v,Iltig 0,,,,90 „,,,,,,,,,,,,, ,,A,:eUN7,. F..,,,?0, 1,;MEASURE.,,,,, R,,,,w:UNI . :.,..., ,/.„'' T '-' '1,;.:.",PRICE, l''''.' ''''EXTENSION '-,4,....00 ,i ' 4.00 ,.. , 1':00 , ? ,•„ . 4.00 1::60, CM51 ', !CENVIR ,. . , • :. 1S9,41 1.0 S:::::-Slurry .,, Con Envir ,• , , „.,.. • : . • ..• . ...i , • • ' ." , • , „.1 CU Yard • -• STAND BY CHARGE* , ' •e• . BATCH WEIGHTS' ts, VrirLCCII e 6;,,,SVV,(2,1-7-. .:. ' $. :ri,s--,",..• S tlid-' 1 $ ,--• ' . ' . ! • -4, 1 ,..1,, r,•,ec'd ../ n . • .' '. WEIGHMASTER CERTFICATE - , THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who Is e recognized authority cif_accurapy, as prescribed byt Chapter 7(commencingt Vraactrgt 12700), 'rg l'Alt°'cVito°,2hOepc.V:DnI. em:o5f tgOid's:ncrAagriVcriTteu%.* nsCode, a m nia ered by the Division o ..r.,......,t ,. , . . . . . • i ..; ..,, ''' '. ':,',1, • By X P T ni rito PO T Att't • ••••,k; DePU *,., TAX % PREVIOUS BALANCE , SUB TOTAL ,-.HollidV,Trucking, Inc... 1,1,4 1 .,...- „ Byer, ' / ..;•; '. ...;.".. Customerk ' / • ' . SHORTLOAD CHARGE • . / .,••2'.:s.7•';' . 5 MIN PER.YARD MAXIMUM FREE TIME FOR UNLOADING . , IPSTAND BY.TIMECALCULATED 'AT $1.25 PER MINUTE ' . .... , „ „. ,, c,",,,'4,CUSTOMER ASSUMES,RESPONSIBILTY FOR WATER ADDED ON JOB "4 TICKET TOTAL , • l'i.. :,, , i • JOB TOTAL.,''', - LV. PLANT • \ \‘‘ b ARV. JOB .. ..4 • \-., ' L.k , t? , ';.' START POUR. • '. ., .,',.' -P. .r,"—,,..,, .10 '''' ' li,-,; , (0.1. ,.1 STAND BY , . .,. , ' !, 1 . . ., ., 1 END POUR 1 .• , s LV. JOB . - ARV. PLANT ., - 1 • WATER ADDED • ON JOB r ,, ,'7 ' • ,..„ ., ' . Mi' ,, INSP dToRS COPY CONTROL-# " CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland,+CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 ' NOTICE Our drivers will m effort to place materiel where Customer designates, but the Company assumes no lbillly for damages inside curb of property Inc.l. No c wed unless made when materiel Is delivered and receipted for, Interest charged on d�accounts. Buyer will pay . reasonable costs of collectlo attorneys fees. 'As evidenced by signature, driver / carder Is responsible for the accuracy of this vehicles tare weight. The driver / carrier will notify shipper / consignor If there is any change in light weight due to changes In equipment fueling. etc. Calif B & P Code Section 12722 (a&b), • RIALTO PLANT #4 .^249 E. Santa Ana Ave. Rialto, CA 92376 LUDAY • LITTLE 'Rock PLANT #5 7749 E. Ave. "7' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THISA WT.4 TliKKo t. IRVINE PLANT #7 16351 'h Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO r� it'i:l.1. i-'';:; 0. ± )).r1.•.p i t ...,t :.,:) _ . 0111..CO1 , `;Y•i"F,l,'::..'D' i...t f.: AT T. r €i'i :' si 1.9'.'1::li,3.1. (:,Cd.").'lAi?.r +.` ` r,117.:PRi 1.- .1( ('Y'if'Ilii`i ; INSTRUCTIONS: r• 1 t., , CUST NO. P.O. CUST JOB NO. ORDER NO. DATE TIME TICKET NO. TOTAL WATER FREE WATER gip. it BATCH WATER ALLOW WATER TRUCK NO. .tkC,'. LICENSE DRIVER 'i C 0_.i .Cd'7i I� 1;, °;.:1: (t:I::. LOAD NO. :t. SAND MOIST j ; N.\ y' REQ. SLUMP a . t.J!'t !:`41,:'.t:t 't 'i. MAP PG. a ,()) r- ' ' DUE ON JOB 'IF:: ,•' t if;l PLANT :,t r > 11 a c;) tt,I II Y l;i' r, ORDERED . ,r�iTOTAL"' ,, .;�SHIPPED/' ;'$N1-IHISr /✓1;� °TICKET'-. '!PRODUCT,, '' CODE • COMMODITYp "/,• ,. , ��' "✓i°', ' 7;TOTAL'�Fiti DESCRIPTION, .'I '''; � ';: UNIT OF' MEASURE '', ;UNIT ' ,".'PRICE` EXTENSION , !)Ir ' t)th ;3,00 #s,:'U,t1`wn d: 181, i.," On t lH ;pp aC {)'}' stO, `.Sft k ' C11 1f. p (.*:::it 1i:1t) (,i.11 , ss_ m 1':''_1't l...!) ;I;. 4`i1 't tt `. ( r"[t Gtiiit ( 1,`.f,K38!'rr1t' g.:$'J�,:, : (..on i.it, , I i,,, . } a' a i '' , ,t,': d i.i ttiti.-i'1 1+r.:yt "I'<'rt 1;7.0.1. it STAND BY CHAR GE * BATCH WEIGHTS i., ;y-�; . I. ) ""^-,, WEIGHMASTER CERTFICATE- THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a we)ghmaster, whose signature Is on this certificate, who is a recognized authority of accurecy, as prescribed by Chapter 7 (commencing wfth Section 12700) of Division, 5 of the California Business and Professions Code, administered by the Division of Measurement Standards o t f the California Department of Food and Agriculture.'. 1:a1.1:91.0 ,.X1(.IL1f, BY X d Deputy TAX, o PREVIOUS BALANCE SUB - TOTAL Jr' Rec'd By ; Customer X •, SHORTLOAD CHARGE i•irai'i.l,:i r• F,t1(.:'1i. '...,y ).'t+{.',. 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. PLANT ARV. JOB START POUR '- STAND BY END POUR . LV. JOB ARV. PLANT WATFR'•AQDED 1e • INSPECTORS COPY ''CONTROL #° J' CORPORATE OPFI FOOTHILL PLAN 21b3 W. Foothill Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 • SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will ery effort to place material where Customer designates. but the Company assumes .n sibility,for damages Inside ' curb of property line. No !lowed unless made when material Is delivered and receipted for. Interest charged on t accbunts;,Buyer will pay reasonable costs of collect nd attorneys lees. +, ". ,. �; "As evidenced by signature, driver / carder is responsible lorthe accuracy of this vehicles tare weight. The driver / carrier will nosy shipper / consignor If , 1+1RVINE"'PLANT #7,' ' • there is any change In light weight due to changes in equipment. fueling etc. Celli B 8 R Code Section 12722 gab)." - 1 ' • f ' 16351 ',4 Construction pfa ! Circle West :. �� Irvine, CA 92716--.... .. IRVINE PLANT #8 ' 16191 Construction CircleEast ''Irvine; CA 92718 ADELANTO PLANT#9 • 12750 Rancho Rdi`. •Adelanto, CA 92301 THIS RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, DA92376 t CI(.�: Stt'� I LITTLE FROpK PANT #5 1- 7749 E. Ave "i" ; ' Little Rock,)CA',93543 MT. VIEW #.6 - 1499 Benson Ave. Upland, CA 91786 ••111r,tyTOpi"1. W y n{w7�y.i..i+'rsly. ( 1 iiC°�:(m j j(_ i�F''Ifz.SOUS i.. 1 F�1. t.'i �kst'O(,rt'i,l...i{-�It{�l' 4' SLOVEkn E /0 CI IV la. =! INSTRUCTIONS: • •r Y,tip,. •COST NO. f 11 I. �:•f'-. t:r PO 1 GUST. JOB NO.•,. ' 2.0 i ORDER NO. • ". ea DATE '17! i 1 1,102 TIME a 2 A 1d ' TICKET NO. r t:: 2403.e+'J:13 . TOTAL WATER FREE WATER BATCH WATER ALLOW WATER ':'. TRUCK NO. ! 8,z., LICENSE DRIVER ..EEPEI ,/ P(UI„- LOAD NO. 1 SAND MOIST ` REQ. SLUMP, . 11.'0)', .... El138+tL4 MAP PG. • .. Et I"' it DUE ON JOB ' id. rZiEr'i'. PLANT ../C,r II.. w i c:YFjJ�'}!_t 'IRV). TOTAL;: ORDERED TOTAL ,', 'SNIPPET � 01 THIS .; i� ,uTICKEl 0e •,PRODUCT '�OftODE���O/% ;; COMMODITY 9✓ l,n + ,l�yl4Yln,`ti��"�� ,: ,'� -DESCRIPTION , �r I NIT OF '' EASURE �2' , UNIT 4 T,�✓,PRICE wrl4a EXTENSION't•, r, i a „ 7 ♦ 00 fw0C?l 'f n `r . �f • t,{I,T) off •.7 I.','t f ,,.1a�'.ta" t C1'41 ) t. rCn''ivTf 'Con 694 I, 0 .Gilt 1 r.t 1"fl` -/ E. i'•�v'it,;:t e0 •I 1 . •re1r� - . t :: e4..1 �`i�.%�j'+�^ ' IR�{1 .. ;F I �a�r �rd i 'iN c ••, STANDEY CHARGE * BATCH WEIGHTS -..e. ro• �Pi+1• . i'r I ., 4 „. WEIGHMASTER CERTFICATE '',• 1 THIS IS TO CERTIFY that the following described commodity was weighed,measured, or count d fiy i weighmaster, whose signature Is on this cedMcate, who Is a recognized authority of accuracy, as prescribed by C apter 7'1(commencing' with Section 12700),of Division 5.of the,Cefdomia Business and Professions Code, administered by the Division o1 Measurement Standards of the California Deperhnent of Food and Agriculture. ) , By X , mil fI: ff 1 Kt • Deputy TAXI i, , .. o. ! 'i•'• PRE�(IQUS BALANCE: 1 a -I , SUB TOTAL 1eI` , 1Recd By . 1 •,I " 1 Customer' X�' } Ir SHOliTLOAD CHARGE i t�•Itr Q lliirlttt� T� ftr t),...". r "i., "IC tiiLi � `5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE ,. r CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB _ TICKEF'h` TOTAL JOB I TOTAL y„> L LV. PLANT AR V J OB START POUR -y .. STAND 8666 4 �Gx yEt 1 FND. OUR µ r }'ONN'�.JOB LV JOB ARV. PLANTm la WATER°ADDED CONTROL#' CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will mak don to place material where Customer designates. but the Company assumes no re ity for damages Inside curb of property Inc. No tlai d unless mode when material is dolioered end receipted for. Interest charged on delin�counts. Buyer will pay' reasonable costs of collection a orney's lees. "As evidenced by signature, driver / terrier Is responsible for the accuracy of this vehicleh tare weight. The driver / carrier will notify shipper / consignor it there is any change In Tight weight due to changes in equipment, fueling. etc. Call B & P Code Section 12722 (a&b)." HOLLIDAY RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 ir'diie;: LITTLE ROCK PLANT #5 7749 E. Ave. 'T' Little Rock, CA 93543 MT VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS4 T��CK IRVINE PLANT#7 16351 t/z Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO l+ i t,:ai 1. I,,1 l',.".E a:,,., , 1.110-. 11i15'' 1.01.1`.:, '; rj'1.'1';_3' 1 liCi::11I' 11111..:Y '36..0111_0 E Ufa (7.1..;.1•{1..1P:3 INSTRLICTIp NSi, I'iia CUST NO. (��11.1_Ei '-'i3 P.O. T JOB NO. GUST. ,:)'l.: ORDER NO. DATE 1 l',, 16,1):, TIME 12:1l y TICKET NO 2 i.40: ,93 TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. ' 1 LICENSE DRIVER . i 1:,11Skr :' LOAD NO. i• SAND MOIST REQ. SLUMP .i. 111':( '.'t)".tt74ii.' MAP PG. k304 1' 7 DUE ON JOB 1 r. CIO PLANT ,sfj.t. t u: (:iata'i11.41 TM', '' TOTAL'';, yr � KORDERED h., , -TOTAL -%'�°rr � - r/ 4�SHIPPED �'l%aurad! ' r r rr,,THIS iur/r, Gr 1r 6,(-TICKETtII, J,, , %y,PRODUCT ' ri r r,,,,il��000DE,i „✓cur > r ' COMMODITY 'r,�,/r rur��//i/rair/r;hyr r,r,' rr r£+, �.., lrrlld �sr-�. rr , 1 , DESCRIPTION ,r,,:r, ,' ,,,�I/,UNITHOF y ;;;;MEASURE":' .�i ,,/,,, UNIT• .: PRICE ; EXTENSION' ' 7. 1.313 .. CIO rf.. 131:( 7. 17/17.1 7. C)?,?I 1.., 131) 7. 00 7.. L50 i:. LT:i'• C('1'61. C (.". 1 f 't '1 CFI 11.1I1? 109'1 1 r,:i 1311 r3 11t.ri' 0 s'i .l r." j, II te1 C I)) t•i 1 1. d 1 t.:• 1. CI Tf. I.,In i I:aivj r~ 1='t."e :',11 'Y"r v.ta ! 4::,1" ''I ia. h' Eac:::li STAND BY CHARGE * BATCH WEIGHTS _ • ' WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured or count d by a weighmaster, whose signature Is on this certificate, who Is a recognized authority of accumcy, as prescribed by C apter 7 (commencing lsion of with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division TAX o Measurement Standards of the California Department of Food and Agriculture. PREVIOUS BALANCE By X 1rlf)1 flfll,1., i'il'l VP ._.-. Deputy d , /,,.) SUB - TOTAL • Rec'd By / ar7` f-f�`i'..r•r.'""" "~,.-,—_ Customer X ( ''r•"^. h':^� ` ,- "'"""-- SHORTLOAD CHARGE 1 lt) [ 11.rli.ta• '('1`i_(t:"ll•I i"luy I ?.TIC.:. TICKET TOTAL 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB JOB TOTAL LV. PLANT ) ARV. JOB 1(10 START POUR I 1 () STAND BY END POUR LV. JOB ARV. PLANT WWAJI DED112 . INSPECTORS COPY 5.a' CORPORATE OFFICE FOOTHILL PLANT #1 2103 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will mek Hort to place materiel where Customer designates, but the Company assumes no re hi for damegss Inside • curb of property Ilne. No clef, ed unless made when material is delivered end receipted for Interest charged on delin ounts. Buyer will pay reasonable costs of collection end attorneys bees. "As evidenced by signature, driver / carrier Is responsible for the accuracy of the vehicle's tare weight, The driver / carrier will notify shipper / consignor if there Is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (e&b)." RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 S`tt(7.1`.i,i'il •t '1i"1r LITTLE ROCK PLANT #5 7749 E. Ave. 'T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 CONTROL # THIS IS MQTJyTAKe IRVINE PLANT #7 16351 1/2 Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction';. Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO DO' i 71 f t �t.. l.rrc"1"(.: 1r3,.� '(' L, •�i: t;e:: ,. 1,"i VI-01W. .'> i Pr r..1 1 r )":1't (;t CI; t' ; '.:0„ 111 tt:a:, tK.'i f.. 120 .I: ( II Ifkt) ; rI"Ii II)I,If'a INSTRUCTIONS: OUST NO. )i? !.) '+!1 P.O. CUST. JOB NO. , c (tr;1 ORDER NO. j•.•;'. DATE :)tr'''i.'.y�f (Iiit1.;.?; TIME ;1ti9 TICKET NO. L.:9 .;14!:) 4189 TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. !•:,;:, LICENSE DRIVER 1 'i(1I"i,,. i,.,d'q.,i' If1'tl"•'st:::l._ LOAD NO. 1.S, SAND MOIST REQ. SLUMP /.'�(11 1+I:!4r,it`)r'dr;} MAP PG t',(:)4 r DUE ON JOB :t 3t:fi(1 PLANT 1.•1:•a , f.' I. ciiio 'Ti'.,,I. TOTAL ',%'^ORDERED : ;TOTAL,;;N%q,n/ ,:'SHIPPEDea, /iy,f,,';THIS q, 1, "'J�//TIC�tEf"�//-�` ,PRODUCT r 6�,,%'�CODE 44,, +r F , COMMODITY , G, llV .�,''.�' ,'', ",�; i, n", DESCRIPTION .,,IA,,' �„ '; ,`�yyl, ,,,UNIT OF ,' F-MEASURE'r� t„ UNIT /"y' PRICE' EXTENSION` I.,,, 1 :!1:1 l'c„(')(') 1'r.. ")!"1 a:... 1r,11 'I.rr(;)1:1 1 . (:)(') f;. 1iFi :1..CIO 1 , !'11i1 i,:{'t"a 1 (.C.:l )(:1.' 1:''G'1 li ca.'. i ;e"Y1 .°r « 0 r'fl: !ill !.1't. Y'" (;';,,'1d:'I'r.t!11 ("i,'I,.ir:ICIO ,( .M''I;; f.; 1'fi 1„i tt..":i •I• r"WL',rr (.;a I r(:a'1 i:a(bY" 4^ E,...:‘; t't c 1) STAND BY CHARGE * BATCH WEIGHTS " WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d by a welghmaster, whose signature Is on this certificate, who Is a recognized authority of accuracy, as prescribed by C apter 7 (commencing with Section 12700) of Division 5 of the Carl -forma Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. T';1':1T1'1.y 1.)111.10 By X .------,, ,- '., Deputy TAX /o PREVIOUS BALANCE SUB - TOTAL / / SHORTLOAD CHARGE . Rec'd By �1 y/ ,���~"_"'^�- . ." \`+-;:!'.0 Customer X `- "./ , 7 i t i i4 A '(,..t.i..:1p a•,1.>•..1. i .•...f r" q '"1. 1$1.... 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE l CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL W. PLANT . ; 4 ARV. JOB f��} / 11,/t START POUR STAND BY EN POUR LV. JOB i ARV. PLANT WATER ADDED ON JOB INSPECTORS' COPY CONTROL # CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 .CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 NOTICE Our drivers will m effort to place materiel where Customer designates, but the Company assumes no Ility for damages Inside curb of property line. No cl wed unless made when material is delivered end receipted for. Interest charged on del ccounts. Buyer will pay reasonable costs of collection a d attorney's fees. "As evidenced by signature, driver / carrier Is responsible Iodine accuracy of this vehicle's tare weight. The driver / carrier will notify shipper / consignor If there is any change in light weight due to charges In equipment, fueling, etc. Call B & P Code Section 12722 (a&b)." SAN BERNARDINO PLANT#3 RIALTO PLANT #4 2300 W. Baseline Ave 249 E. Santa Ana Ave.' San Bernardino, CA 92411 Rialto, CA 92376 LITTLE ROCK PLANT #5 7749 E. Ave. 'T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THI2fj4RT7TTTKE,tIQ, IRVINE PLANT #7 163511/2 Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd.' Adelanto, CA 92301 SQLD TO ,r •_v •,.t -, + 1.1.1rcyr l.; ),1„ 1)1',•=.i; a'I 1t4:: , •.. f (._Incl,1t:)l.1S " i'I1i°:". i 1.()):;(Yt'T{11'11,; , ,.,_..., '31„O III 1t/' t t`.d''I RI t"y, 8 •+d F.l";1'20 170Ii)f11.1f4 ,0 INSTRUCTIONS: , CUST NO. I t,.'7f' > ;`°;;; P.O. OUST. JOB NO. f?(_i ORDER NO. f',i•"..) DATE r..r,, t;)y; TIME 1 :I. t.' •I. 7i:4.:a'tt:14'i TICKET NO. (r)o,;t; TOTAL WATER -.. FREE WATER b{ BATCH WATER ALLOW WATER TRUCK NO. Pitt LICENSE , .. DRIVER . , y 'It.4C�:1+ T,3;,< l't'(:)X:tl:'1`�"X LOAD NO. SAND MOIST REQ. SLUMP 4..17t I ,., ": r:.1. i''' 89 MAP PG. (7.4') 4 !' -,7 DUE ON JOB :1.1?. a (3(%) PLANT :t r'F' it •':$ 51.)cI t'1+;) 'Tim: .TOTAL �'�� /a ,`ORDERED'"'" l'�r���/����OTAI.li4�h%'SFr. /SHIPPED';' T I ,4yr �✓ rH S �r �/yuHn "I�TICkETr"/,2 r,'PRODUCT ll'0i y� �n ,,g/ketoDE1'�',' , , ;o „COMMODITY r 'DESCRIPTION ;,i,"'l/!//1ill/G;'"�r,'/// J'!%;�'��MEASURE UNIT, OF ,-% UNIT•' ' ��,'-,/PRICE ):! EXTENSION 0, ()ei) 3., t:I(l OCe ,.i«(::1el) .1 w On 1 Ot'.t' .:5.. ()1+) :I » 00 : 1 ,, �':►t:a t',i'I':;1 t .t..:I We t:Al it. it P. .1;'.V.; a ._1.,'(5' .`,I?. {>,11 t.e,'i,"•" t"ta :1':' 1 t teit f;"t e''1 f t r i .tiCi 1 ,. 0! (::.,;; t` %71't","a. e t r.. i (':i.I (<,.'1 1rt a t, •t° .iitr _ $ ,e, STAND BY CHARGE * BATCH WEIGHTS �.,, .. WEIGHMASTER CERTFICATE `-,e. THIS IS TO CERTIFY that the following'. described commodity was weighed, measured, or counted by a weighmaster, whose signature Is on this certificate, who is a recognized authority of accuracy, es prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of ,the California Business and Professions Code, administered by the Division of Measurement Standards of the California ['apartment of Food and Agriculture. ' 1:liTti , DO(J i By . X•Deputy TAX o /a PREVIOUS BALANCE SUB -TOTAL . Rec'd By Customer 'X SHORTLOAD CHARGE '' 1Ie).i i I,e..Ii:* 1;'r:tt::•ir CC). H .1i)0 . i 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING - *STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV . TT ARV �OBlp.ea ST 13P/OU,R STAND BY ,--' END POUR �'y 121O.J LV, JOB ARV. PLANT WATER AD D ON J El INSPECTORS COPY CONTROL # CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT#2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will m effort to place material where Customer designates, but the Company assumes no ibIllty for damages Inside curb of property line. No cl. wed unless made when material is delivered and recelpted for. Interest charged on d accounts. Buyer Will pay reasonable costs of collection attorneys fees.. "As evidenced by signature, driver / carrier Is responsible for the accuracy of this vehlcie'a tare weight. The driver / carrier will notify shipper / consignor if there b any change in light weight due to changes in equipment. fueling, etc. Calif B 8 P Code Section 12722 (eab). • HOLLIDAY RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 LITTLE ROCK PLANT #5 7749 E. Ave. "T" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS2 ; T772, IRVINE PLANT #7 16351 t/z Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO • I.t,1 l,,c.''e 1; t•1. '1,),:P. I:1 0/:.:1 l 1:Yi{:: 1,I(i'i 3 ('11.ls3 fi;'t'.r t:i•:'"Y' 1..oC(f I01.1S 51 01'11i R 1:':. -'" ' C 1: f'PI.K..y tl 5:;:fil;;1.6•:1 r'f'..) 1. IT 'i.t'lt'i INSTRUCTIONS: CUST NO. 1"1t,tAt:..4:t ;.�:;;$ PO. � OUST JOB NO. !.(•>; i ORDER NO. t..r.. DATE II!,t..f.'w1.e1;31. TIME :1,:1.0 .,M TICKET NO. 0..3441424'3 TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. ; fib ; 1 LICENSE DRIVER i" :i LOAD NO. 1. SAND MOIST REQ. SLUMP f Tt.` ..e ,� 1t,94.' ..1(,(c1.1, MAP PG.¢ i•0O 1 1' tp DUE ON JOB la t 3('1 PLANT e)( /y I.., '1'�, t1 ..., �'11 il4:ti 1.1-1:1'1, ,; ,a TOTAL; /�� ORDERED rce-' y l riH.,vFNr r" X TOTAL„u�.,/l � ru, ,� H ru °'✓„ aA ,,,/SHIPPED2l,or,', ,r „�,r� llZ ,spy.l �lrwllriTH ,yi �,,,„i�„„F lrlrTICKEi•9;��'�ls r,,;n ✓f^ l ",iPRODUCT Frill„ ,r rr%„t,CODR;IA .. 4 r r u;',r n v r ,,o.,, s'F c l k�9� l „d , rr , bl rr �,; :COMMODITY <.< r ,,,6,�u r71� y„lN�s„r al�ir r l� g,2., ✓r o rrrlil�plti is un,, if �iN�C,�,i�!prir 4 DESCRIPTION ti, -1 w. In l rl , ,lii, a ,°r r, � lye„r/rl l �',,!�/r,r, / ;;, ,r2�dm ,l r UNIT OF � < � , . ,MEASURE rr µr 'r `. r .• ,a n,� UNIT t' , `,, '.''PRICE" "' , EXTENSION , ' _r.. O Of) '.':.5., ia(ii ;, . (I ) 1' • ,y 1r11 :i.:, [')��) 1 .. t t0 r.• 1 .5. 00 :i „ (�4t) 1. 00 . r•• ct 15:1 .,1 ',100 ' (t l 11',1T1'.' �. .� 1 •.>'s:t.1 1. da -i1: .� 114. !' 4"1 ('q..j C:1`, t,t1)1 C't i 1. t,r 4-`'1 t.142 :1.. 1;` r:elft ii-A '." 1 `(• . 1'='(`. ' Cl.( ['tie', t t ...4, a('1 El ::(( c:4 . 14 STAND BY CHARGE * BATCH WEIGHTS • J / WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d by a weighmaster, whose signature 15 on this certificate, who Is a recognized authority of accuracy, as prescribed by C apter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food end Agriculture. 1:Ii'i7:11, TY(.11.1(; By X ./ _- -.. .. Deputy TAX PREVIOU BALANCE .1___....-/. i -- ...... -^,.. Rec'd By .,,--,../ ` --= �.-..:,- 9`-' �.. Customer X ..'! / 1" 1 `--`'"~„,-:..� 'SUB -:TOTAL SHORTLOAD CHARGE 114:11, 3 i( l air -1 y W:::1:: Co., y :1 t t('•`.. 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. T AR . �tQ6: (.� START POUR ST ,K END eC LV. JOB ARV. PLANT OWATER N JOBAD' INSPECTORS COPY CONTROL # CORPORATE OFFICE FOOTHILL PLANT #1 21 3 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 .2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NO710E Our drivers will effort to place material where Customer designates, but the Company assumes IbllIty for damages Inside curb of property line. No owed unless made when material Is delivered and receipted for. Interest charged on1 accounts. Buyer will pay reasonable costs of collectlo ettomey's lees.'• •As evidenced by signature, driver / carder is responsible for the accuracy of this vehicle's tare weight. The driver / corder will notify shipper / consignor 11 there is any charge in light weight due to changes in equipment. fueling. etc. Celli B & P Code Section 12722 (a&b).' RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 LLI•D.A Trucking, Inc.. LITTLE ROCK PLANT #5 7749 E. Ave. 'T',' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 . THIS IS NOT A TICKET NO. 31.6962 IRVINE PLANT #7 163511/2 Construction Circle West Irvine, CA 92718 IRVINE PLANT#8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 5(3.!;PI .O€;r 1, W. D .v .e , Ine. VARIOUS STREET I CATION 5 a'0V1 R ' /T CITRUS SIERRA' t olrrAn ; 1 INSTRUCTIONS:• OUST NO, DV1 E S 53 P.O. CUST. JOB NO, 2)9 ORDER NO, 36. DATE c»1/29/02 TIME , 1 :21 TICKET Na .2 421477 TOTAL WATER :-' FREE. WATER ' BATCH WATER rt,17 ALLOW WATER TRUCKNO. LICENSE ,. DRIVER.` 7:*', PARKER, ICH A D . . LOAD NO. 3 SAND MOIST • REQ. SLUMP 4.00 5220 MAP PG. 2 . 604 F7 DUE ON JOB , 13:10 PLANT }3/P t 4 ,Colton TRH TOTAL. ORDERED TOTAL,;,::- • -)SHIPPED .i THIS . •TICKET,I•, PRODUCT -CODE .,< COMMODITY <: `- �. ' DESCRIPTION . '.¢, , _";� '' UNIT OF MEASURE ; UNIT °:,PRICEI,, EXTENSION L . wl 6.0) 6.0) 1 *.. Q 1.0.) • 1. 0) ? 6.00 1.00 1..00 Gt1b: . Cr:100 Cr1' \f. ;Ib94 i . (.? St Slurry . ".a.lc;l1„1tXt Chloride 1.`0% . . . .1. 'Con "Er rir 'Le m V .Y' r'U 'far Per-Ye. Eaoli STAND BY CHARGE * BATCH WEIGHTS ' t • 1 ;; , ' ..; . ' '•' WEIGHMASTER CERTFICATE '' � .THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d by a weighmester, whose signature Is on (his certificate, who le a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) o1 Division 5 o1 the Calibmwt Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food end Agrlcufture. . • TO• RRES :f ING9 By X s +.. ! Deputy TAX `' � o /o ,i,.. PREVIOUS BALANCE SUB -TOTAL • `-' Rec'd By SHORTLOAD CHARGE , /j . s Customer X C:` ..... •✓' - ' .� /---7-•`•.,•.. t o 1..L ;Wei, .. a'r tialkJ.11r . T Emit,... ` y ' 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.50 PER MINUTE . f-' CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED' ON JOB TICKET.' TOTAL. JOB TOTAL �' (jj LV. PLANT •9iv ARVJf ��Q333 i` f f�. j S RT POU,R JJJ tr.� ) r ,/ STAND BY 1 END POUR (k1 4 P.. LV. JOB ARV. PLANT WATERA ED0 ON J198 C:UNIKUL # CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 mpus Ave. Uplanc} CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave air »- 1i t.A 4741 NOTICE Our drivers will m effort to place material where Customer designates, but the Company assumes no ibility for damages inside curb of property line. No o Wed unless made when material is delivered and receipted for. Interest charged on delin ent accounts. Buyer will pay reasonable costs of collection and attorney's fees. ''As evidenced by signature, driver / carrier is responsible for the accuracy of this vehicle's tare"weight. The driver / carrier will notiy shipper / consignor if there Is any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (e&b)" HOLLIDAY RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto. CA 92376 LITTLE ROCK PLANT #5 7749 E. Ave. 'IT" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS IS NOT A TICKET NO, IRVINE PLANT #7 16351 'h Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East;"'' Irvine, CA 92718 ADELANTO PLAN'' #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO INSTRUCTIONS: CUST NO. P.O. OUST. JOB NO. ORDER NO. DATE TIME TI KET NO.4. • TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. LICENSE DRIVER MAP PG. DUE ON JOB PLANT LOAD NO. SAND MOIST REQ. SLUMP TOTAL ORDERED TOTAL SHIPPED THIS TICKET PRODUCT CODE COMMODITY DESCRIPTION UNIT OF MEASURE UNI+ PRICE EXTENSION STAND BY CHARGE * BATCH WEIGHTS WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, es prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business end Professions Code, administered by the Division of TAX Measurement Standards of the California Department of Food and Agriculture. PREVIOUS BALANCE By Deputy SUB - TOTAL Rec'd By Customer SHORTLOAD CHARGE TICKET TOTAL 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB JOB TOTAL LV. PLANT ARV. JOB START POUR STAND BY END POUR LV. JOB ARV. PLANT WATER ADDED ON JOB airy CONTROL # CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 • • NOTICE Our drivers will 1 effort to place material where Customer designates. but the Company assumes no billty'for damages Inside curb of property Ilne. No owed unless made when material Is delivered, and receipted for. Interest charged on d�accounts. Buyer will pay reasonable costs of collectlttorney's fees. 'As evidenced by signature, driver / carrier Is responsible for the accuracy of this vehicle's tare weight. The driver / carrier will notify shipper / consignor If there is any change In light weight due to changes in equipment, fueling, etc. Calif B 8 P Code Section 12722 (a&b).• HOLLI DAY RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 LITTLE ROCK PLANT #5 7749 E. Ave. 'T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS t�QT�GJ(�T IRVINE PLANT #7 ' 16351'h Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO • 1IttaOft I,J.jasrjryr;t,r :1•.i,14., i.'(41.' °1• (:11,1;: St t`h i • 1`: i' 1. (if.:•: 1 i.:I: C.11'1: SL (,3t.cr I.; l't /'Y' (''1110 1+:2 8, ;:i.t.1:Eia+'! `I INSTRUCTIONS: CUST NO. DVFESti 1. $ P.O. CUST. JOB NO. 'i i'Yr'i.. .. ORDER NO. t,ir,i DATE • :35 '0 3,':0,> TIME .I,t_t ti TICKET NO. ..y f(.I rt .r TOTAL WATER • FREE WATER BATCH WATER • ALLOW WATER TRUCK NO. k•.+17; LICENSE DRIVER 'I(IIti'1.11.),. I'm: LOAD NO. 1 SAND MOIST REQ. SLUMP • 1.. (-:3(:) Ea.,, J ,., MAP PG. r...(i .. ,.,. DUE ON JOB :r ;; :) ,i PLANT :t, IP t3 <; , ( no I;. TOTAL': i 11 ORDERED . irVTOTALr9/ 0' ,�,G„i,/1SHIPPED),//,r>v,, 9t / THIS W; „,,.,TICKET,, -., i,9/P,RODUCT ,,,1-';CODE. ', COMMODITY.,„. ,uil DESCRIPTION ,/4',4,; ,,li �� ° MEASURE"' "'PRICE' `' EXTENSIONw g 3., fir) 3u (:Ifi3 i .. (;ii:-Y .:3,. (p)) .. On (1 1 ,. L•'t; 'N ibt''! I .,1?t(;) t „ (.,.�,► I (.i ri,l (.'(:` 1 i;:111 (, i:7:1 it 1 i" I"° .1Fi'!'t I .. 1.) '.:;I :rl t.tY k'o I.,. .1 c i tltti eh LIt':I 4:14'1 .:1 r, i.3>4 S..•t,f 1.,,i i• �'i t I_t-, t 1 , R�3(ik'i I".t,.,•J ,i.y 'ti I:: t 6 i.,. f t N...- STAND BY CHARGE * BATCH WEIGHTS ' - WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d by a weighmaster, whose signature is on this certificate, who Is a recognized authority of accuracy, as prescribed by C apter 7 (commencing with Section 12700) of Division 5 of the. California Business and 'Professions Code,. administered by the Division of Measurement Standards of the California peperbnent of Food and Agriculture. :.:Offl„iris, tt`ill JO ',. r • Deputy By X :- /`r • TAX o PREVIOUS BALANCE SUB - TOTAL / / •?iec'd By/� ,... - Customer X•-' --- - •' SHORTLOAD CHARGE r-- .� I it }.1 ;1 'i ,) 1-1, f+1--;--- ',;.x,. ,, .11 rc:.e ..,--_..�,.--,-r �' 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE / CUSTOMER ASSUMES•RESPONSIBILTY FOR,WAT,ER ADD DpN',IOB TICKET TOTAL JOB TOTAL/ r LV. \ LAN \ - t/ ' A JCjB l r.%iir� T�1R: - OUR STAND BY E p- i1R J' C�,Y--ti /'� kY dQ ' �ti ARV PLANT / ��1 WATER ADDED Ott J08' f INSPECTORS COPY CONTROL`# CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drive o will m effort to place material where Customer designates. but the Company assumes no billy for damages Inside y pt e-ccounts. Buyer will pay curb of property Ilne.'No c ed unless made when materiel Is delivered and recei ed for. Intere st charged on d reasonable costs of colleotlo orne § fees. ,, • "As evidenced by sigriatdre, driver / carrier le responsible for the accuracy of this vehicle§ tare weight. The driver / carrier wv notify shipper / consignor If there Is any chenge.in Tight weight due to changes in equipment, fueling. etc. Calif 8 & P Code Section 12722 (e&b).• RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 LLIDAY LITTLE ROCK PLANT #5 7749 E. Ave. 'T' Little Rock, CA'93543 MT. VIEW #6 1499 Benson Ave: Upland, CA 91786 THIS2 NQT7Tsaat(7� • IRVINE PLANT #7 • 16351 th Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SI9LPi1T0.,..1,.-!.';4,.. o a',';I,c"••r:g iTIC .. OAR :l:(:)I..Ir:s' 1;3"1'PEE: t OIC,f"1'.1:(:)1, ' `:3i._(3s,gi :f,:' U./ 0 . 01..(:::e:111T)('.)i;: INSTRUCTIONS: CUST NO. SviI : 1 i3 P.O. CUST. JOB NO. F09 ORDER NO. �:.:� DATE 14 1?. ,,/():'. TIME .12 It:31, TICKET NO. Fa,:, r:E}r't 16.; 3 TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. LICENSE DRIVER LOAD NO. :1. SAND MOIST REQ. SLUMP ,.>.. cj() 5113578 MAP PG. 4e,0 ri 1 DUE ON JOB 1. 3:, 00 PLANT ::/P 1 �3 9,11::it'.It'lf'f r rm TOTAL <ORDERED. „'„SSHIPPED:., TOTAL 'Gu, , ,THISr"u✓i` .,,TICKET.,,,,,+:; !)%PRODUCT ,,,;:,,;;',CODE,,,,;';,,,, A n , COMMODITY l' ti,l1040`,o /z ,,.�, . DESCRIPTION 1.1%UNIT,,4OF";/// �-,aMEASURE %r,,/ UNIThti ;":":PRICE:' EXTENSION , (:..,, t:1tI 17,. (:i(% . 6. 00 1'a.. IA) 113, : t.)(i). :1\, 00 (:,•r t fit:') :1..„ 00 JJ :3... (1(:) `''•f (::I' IT; :l. C,(::I. 0'.' (..r::1•M,' L1'? 1 ;i3'l�a ;t.., t:T :ia11. {.t.t't` i';w C.: fit 1.(::1 t.ttu C 1 i t 0 i'.i rlt- :I... ON C.(srl I:,.:v)k:. L 't 1:' c., • C1.1 Y <. ' Pe:, r" Y:' 1..:;:1.i rl -)... h STAND BY CHARGE * BATCH WEIGHTS ' y, 1 WEIGHMASTER CERTFICATE \ THIS IS TO CERTIFY that the following described commodity was weighed, measured, or count d bye weighmester, whose signature Is on this certificate, who is a recognized authority of accuracy, as prescribed by C apter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division o1 Measurement Standards of the California Department of Food and Agriculture. f1f'Ill" DOUG By. X r/ Deputy TAX a - /o PREVIOUS BALANCE SUB - TOTAL I. n%' ` r' SHORTLOAD CHARGE Rec'd By ' t I �'� Customer X 'f � 1 (l.1 t 1 I e.t or t<t.f1... i1. c.,t„).. ,r .t. 1It:; ., //r••-' 5 MIN. PER YARp'MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME`CALCULATED AT $1.25 PER MINUTE CUSTOMER,+IICCSSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL .. JOB TOTAL LV. PLANT ARV. JOS START �QURJ STAND BY EN POUR LV. JOB W ARV. PLANT WATER ADDED INSPECTORS COPY "i”tv.!. UUN I HUL 7f CORPORATE OFFICE FOOTHILL PLANT #1 21L93 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will ma ttort to place materiel where Customer designates, but the Company assumes no ty for damages inside curb o/ property incl. No cla ed unless made when materiel is delivered and recelpted for. Interest charged on deli counts. Buyer will pay reasonable costs of collection a ettorney's fees. "As evidenced by signature, driver / carrier is responsible for the accuracy of this vehicle's tare weight. The driver / carrier will notify shipper / consignor if there is any change in light weight due to changes In equipment. fueling, etc. Calif B & P Code Section 12722 (e&b)," HOLLIDAY RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 LITTLE ROCK PLANT #5 7749 E. Ave. "T" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS JS NOT..A TICKET NO. 4 s� 0 Y i j as IRVINE" PLANT #7 16351 1k Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO INSTRUCTIONS: CUST NO. P.O. OUST. JOB NO. ORDER NO. DATE TIME TICKET NO. TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. LICENSE DRIVER LOAD NO. SAND MOIST REQ. SLUMP MAP PG. DUE ON JOB PLANT TOTAL ORDERED TOTAL. SHIPPED THIS TICKET PRODUCT CODE , COMMODITY DESCRIPTION UNIT OF MEASURE UNIT PRICE EXTENSION STAND BY CHARGE * BATCH WEIGHTS WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy. as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business end Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. By Deputy TAX PREVIOUS BALANCE SUB - TOTAL "vs 4. t: \ `, -' - Rec'd By •✓ . Customer K SHORTLOAD CHARGE 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSfBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV PLANT ARV. JOB START POUR STAND BY END POUR LV JOB ARV. PLANT WATER ADDED ON JOB INSPECTORS COPY GON I HUL IF CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will effort to place material where Customer designates, but the Company assumes no bility for damages inside curb of property line. No wed unless made when material is delivered and receipted for. Interest charged on d accounts. Buyer will pay reasonable costs of collect) ttorney's fees. "As evidenced by signature. driver / carrier Is responsible for the accuracy of this vehicle's tare weight. The driver / carrier will notify shipper / consignor if there is any change in light weight due to changes in equipment. fueling, etc. Calif 8 & P Code Section 12722 (aft)." HOLLIDAY RIALTO PLANT #4 249 E. Santa Aria Ave. Rialto, CA 92376 LITTLE ROCK PLANT #5 7749 E. Ave "T" Little Rock,A 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351 yr Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9- 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO INSTRUCTIONS: CUST NO. P.O. CUST. JOB NO. ORDER NO. DATE TIME TICKET NO. TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. LICENSE DRIVER LOAD NO. SAND MOIST REQ. SLUMP MAP PG. DUE ON JOB PLANT TOTAL ORDERED TOTAL SHIPPED THIS TICKET PRODUCT CODE COMMODITY DESCRIPTION UNIT OF MEASURE UNIT PRICE EXTENSION STAND BY CHARGE * BATCH WEIGHTS WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmester, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. By Deputy TAX PREVIOUS BALANCE SUB - TOTAL Rec'd By Customer SHORTLOAD CHARGE 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. PLANT ARV. JOB } START POUR STAND BY END POUR LV. JOB ARV PLANT WATER ADDED ON JOB INSPECTORS COPY y. CONTROL # CORPORATE OFFICE FOQTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will effort to place material where Customer designates. but the Company assumes no bility for damages Inside curb of property line. No wed unless made when material Is delivered and recelpted for. Interest charged on d�accounts, Buyer will pay reasonable costs of collect) attorney§ lees. ^As evidenced by signature, driver / carrier Is responsible for the accuracy of this vehicle's tare weight. The driver / carrier will notify shipper / consignor i1 there Is any change In light weight due to. changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b).". HOLLIDAY RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 1•-14.46 ".L Y i Cj , % vic• LITTLE ROCK�P•,LANT #5 a 7749 E. Ave. T'. Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS3 IVgT ft T9K9N1 IRVINE PLANT #7 163511/2 Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTQ.PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 S D TO t I D 5p.,,i. , (AR I Ot ,7 .11"RE.ti:"I I,:0C.'tti•i'TC)1.1::, ':)I {,)t:'1::,t ° 1.:..✓t-) '1'i1;d:«;: 1 INSTRUCTIONS: CUST NO :0C:i:t. ES 133 P.O. CUST. JOB NO, 209 ORDER NO. f')=4 DATE ti:)d', -/CIIatrt.)F.) TIME 1.;.. a 5'r TICKET NO. S2.134('t 4921. TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. .1.•}":a LICENSE DRIVER ., , gIIitt)1 F‹,:.;014,, V:1;1-'('11. LOAD NO. ' :1. SAND MOIST REQ. SLUMP ?k.00 t:l.ii 4 :I."i"tt. MAP PG. a,.,0 4 C..7 DUE ON JOB :1.;:#r0-) :') PLANT, lit ..r r.' 3 f:•i,(:fl.#9"o 'it'd', < TOTAL,, ORDERED „-r,'; ;a d�''uTOTAt. /N.% u ���t , I ��: ''SHIPPED' , „nn H w 1�IT I$ rill) r' wr H l r"' ;n , 'TICKET,' ; ;-,,�PRODUGT / r� ,,,'CODE' r/„ .� . a COMMODITY , --,-N,,,Y !w%a; rililllll; yr l l /r -u ?✓iry,dlu ,, ,�� r l r�'' rfl Girl, '//irr;/ "/, DESCRIPTION r„r // . � :b "" � UNIT;O ;,r,�,,, ����� c MEASURE'. uR, r ;,;a� 1�`' �� PRICE' �, , y, TENSION', �, 2. (?)C Del Cif.. P.. (.I(') 1 r 1,%)(;) :F t)(':) 1 s,,1'i)C) C1T5 :i. Cr•:1,11%Y•(] .1.:'r94.•..1... (4 '_;1.:. ' ) t.t'r"in/ (;t;t+t•t ).::()V:i'.1- F:0t::• • I:(-1 'I(i: Li i d ¢•;.La STAND BY CHARGE * BATCH WEIGHTS WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a welghmester, whose signature Is on this certificate, who Is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing 5 of the CaliforniaCalifomla Business and Professions Code, administered by the Division of with Section 12700) of Divisiono Measurement Standards of the California Deparbnent of Food and Agriculture. ,):tt•1!'1,1,, 7E)C3o1O BY X • Deputy TAX o _ PREVIOUS ALAN ES SUB - TOTAL W �,✓ t Rec'd By �' _ ./ Customer X SHORTLOAD CHARGE 4�l�:?.L.:f 1 ta0. `/ ,r ) 1.<0.:'2.1:. L.:c:',. , .t. rlC„ 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING .. * STAND BY TIME CALCULATED AT $1.25 PER MINUTE ' _.-----CUSTOMER ASSUMES RESPONSIBILTY FAR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. P N� y/� A V. JOB J /r �� START OUP / STAND . f D R Y, LV. JOB ARV. PLANT WATEOONJORB ADDED INSPECTORS COPY CONTROL # CORPORATE OFFICE FOOTHILL. PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will ry effort to place material where Customer designates. but the Company assumes Ibility for damages Inside curb of property line. N!lowed unless made when material Is delivered and receipted for. Interest charged on it accounts. Buyer will pay reasonable costs of collec d attorneys fees. 'As evidenced by signature, driver / carrier is responsible for the accuracy of this vehicle's tare weight. The driver / carrier will notify shipper / consignor If there is any change in light weight due to changes in equipment. fueling, etc. Cali B & P Code Section 12722 (a&b) HOLLIDAY RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 r 1 • LITTLE ROCK PLANT #5 7749 E. Ave. 'T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS5 NellTe.TL IRVINE PLANT #7 16351 lb Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 SOLD TO INSTRUCTIONS: CUST NO. P.O. CUST. JOB NO. ORDER NO. DATE TIME DRIVER TICKET NO. TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. LICENSE LOAD NO. SAND MOIST REQ. SLUMP MAP PG. DUE ON JOB PLANT TOTAL ORDERED TOTAL SHIPPED THIS TICKET PRODUCT CODE COMMODITY DESCRIPTION UNIT OF MEASURE UNIT PRICE EXTENSION STAND BY CHARGE * BATCH WEIGHTS WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business end Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. By Deputy TAX PREVIOUS BALANCE SUB - TOTAL Rec'd By Customer SHORTLOAD CHARGE 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. PLANT ARV. JOB START POUR STAND BY END POUR LV JOB ARV PLANT WATER ADDED ON JOB ,OCK CO. INC. , NOTICE II a egtood'belwcon ,) &ljrI duel jet,. wee concurnmet(d end ill( Kited el the Omit Lie, 111c pee Of tho metencl hoe been quoted L0,8. oin plcu end tublccl to coke tor. on mett..el only,'llnnLponauon (hone for llul motonel e. mode by Lccn•ed mdcpendend trunk open tote el Public UIIIIIMt. Comml clop taut and zuhiecl, if appllcablc, to noimportchon lox only Should tiny lillgehon of othct collection cllod lx oteemery in oWei to collect :um dur undo IIli: coned, puiche.el Lgt(Q if. IfLy end Ilollulcy flock Co , Inc. droll Ix (nulled toe ua.wncbla 80*0 el.end lot coll(Chos. l0ctc end eilolrxyr. ter_, v4rethei 01 not IthgLlxxt a putiucd Pyanent: due end unix id 18*3) bo et tno it Lem III dote peyme m it due el the ten• of one end one hell percent (1 1/7 h) Kx'I month (lb : pm e.nnum) t Ac ewdenr.od by olgnmulc, dnuet/comet r, rcoporx.i le tot the (.(cutlery of Ihlc vehtck'e Tem weighs. The duvet/re:nun will uohly ihlplx r/contegnnl d elide e, any (pony. in light weight dur to change: it equipment, fueling, ode. CAM 13 8 P Code Section 17722 (c81/) ' .WEIGHMASTER CERITICATE This js to certiliy that the following described edmmodity wa`wefghc'd,• feet used; •or counted t'y c welghm oaster. whose signature is on this certificate, who is a recognized authority of accuracy, as: plumbed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Cods administered by the • Division of Measurement Standards of the California Department of Food and Agriculture. i OLD TO •i Ff. ACCT./JOB TRUCK TONS PRODIiCT ,� 'PRODUCT INFORMATION DEPUTY HOLLIDAY ROCK CO. INC., WEIGHMASTER CARRIER 6-7 e1. r. sgo+ lbs 3/6 175fl. 1bs 1/2 93t ihs Oil 1 324 lbs (l't'P. L: 1!C $3k , I1.1 IUt) ( (oz. ."?)Q,q_) TgS .TorworL., C` R•LS +a"RIFFEI� CUSTOMER'S INVOICE LTC. No. 'GROSS TARE NET, TONS.: FWD. ' . 7r 7 7 TOTAL TONS 2, .LOAD • NO. DF�IVER D ON •D OFF LEAVE PLANT ARRIVE LEAVE JOB DELAY TIME APPROVED DRIVER REC'D • xBY ' CUSTOMER. REC'D x BY ;!a 46,�iv%w-w.Tr • NOTICE: It a agreed between Buyer end Seiler that sale was consummated and title passed at the plant cite. The price of iha material has been quoted F.O.B. our plant . end subject to sales tax on materiel only Transportation charge for the materiel a mode by licensed independent truck operator. at Public Utilities Commacion rates end subject. if applicable, 10 transportation tax only. , ,-; ' ..... - . - Should any litigation of other collection etlon be necessary in order to collect sums due under this contract, pinchesei agrees to pay and company shall be entitled to a • reasonable cum Tor collection costs and attorneyk fees, whether of nee taigetion is pursued. Payments due and unpaid shall beat interest from the date payment is due at the rate of one and [molten percent (1 1/2%) per month (18% per annum). . As evidenced by signature, driver/carrier fr. responsible lot the accuracy of this vehicleo Tare weight. the driver/carrier wlll'noldy shipper/consignor it there b anychange in tight weight due to changes in equipment, fueling, etc. Cald 8 & P Code Section 12722 (a&b) • DAATE OFFICE rboTHILL PLANT #1 ,, 2.193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 • Toll Free (868) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLIDA` RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 '. I_I, Cc,, irfr. LITTLE ROCK PLANT 45 7749 E. Ave. 'T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 163511 Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. ( >I i a IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301' RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 OLD TO h•o„,ri :t'):..:Da.v.i as� y DATE ciri_:rr�C e9 44 P.O. # TICKET # , _t PLANT ACCT./JOB.; >... •.; .TONS PRODUCT # . COMMODITY INFORMATION 1Fc�5. 4RRIER r1_C -. 10 TRUCK # tit:. Total Net Weekend Charge Del Charge:,` Tar:. Sub Total Total: AF.1'4 TRUCK LIC. NO. E A1=40::0 GB TRAILER UC. NO. 3:4 1/2 3/8 Sand Oil 1070. ' 2070. 1930. 2740. 396. 0 11702070 1930 2740 396 TRAILER LIC. NO. WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the lolbwing described commodity Was weighed, measured, or counted by a weighmaster, whose signature is on this certificate who isa recognised authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 or tha California Business and Professions Code, Measurement by the Division of M.ea.ment Standards of the California Deparbnenl cl Food and Agriculture. , KNISLEY} 'GER 'LD DEPUTY ORD7 EIGH ASTER E,al lieatiai S tfio9C -ric0 PAYMENT IS:MADE BY loth OF MONTH FOLLOWING PURCHASE, YOU! MAY DEDUCT THE :OUNT SHOWN ABOVE. Should any litigation or other collection effort be ssary in order to collect sums due under this contract,` purchaser es topay and Holliday Rock Co., Inc. shall be entitled to a konable sum as and for collection costs and attorneys' fees whether or itioATinn 4.-' - .. ,. DRIVER REC'D BY GROSS NET C LA';T% I Y TARE • NET NET c?L r1TITY TONS FWD. TOTAL TONS LOAD NO. 4.10 Tons 13,, DRIVER GROSS & TARE ❑ ON O OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME . CUSTOMER REC'D BY X Total Yards/Tons 1 Total Environmental Fee(s) Total Standby Subtotal f. 9P' we --G ccc.� fl iFlla' ., porATE OFFICE , 70THILL PLANT 441 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982.1553 Toll Free (868) 273•2200 NOTICE, ft is agreed between Buyer and Seller that sale we•. consummated and tale passed al the plant site. The price of this material has been quoted F.O.B. our plant and subject to sales tax on material only. Transportason charge for the material is made by licensed independent truck operators at Public Utilities Commission rates and subject, d applicable, to transportation tax only. T--i..-.-. Should any litigation or other collection effort be necessary in`bider'lo'colleai sums due under this contract, purchaser agrees to pay and company shall be entitled 10 a - reasonable sum for collection costs and attorneys lees, whefhot or not litigation is pursued. Payments due and unpaid shall beat interest from the date payment is due at the rate cl one and one hall percent (1 1/2%) per month (I8% per annum). -. - - As evidenced by signature, drwet/carnet ls responsible lot the accuracy of this vehicle's Tare weight. The driver/earner will notify shipper/consignor if there is any change ' in light weight due to changes in equipment, fueling,. etc. Cell B E P Code Section 12722 (a&b) LLIDAY Freers Co. CAMPUS PLANT #2 " 2006 Campus Ave. Upland, CA 91786 SAN )INO PLANT #3 RIALTO PLANT #4 LITTLE ROCK PLANT #5 2300 W. Baseline Ave 485 E. Santa Ana Ave.. 7749 E. Ave. San Bernardino, CA 92411 Rialto, CA 92376 Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351'k Construction Circle West Irvine, CA 92718 OLD TO CONTROL # .THIS IS NO1 A TICKET NO. IRVINE PLANT #6 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301, RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 t.�t7c»t vz. L)ayiess Inc. VARIOUS STREET LOCATIONS SLOVER E/ O. raLE NDOR FONTANA DATE 4I25/02 11:el P.O.# .;209 TICKET # 116p6522. PLANT RCH otAFII :I RCH. ACCTJJOB TONS PRODUCT # COMMODITY INFORMATION GROSS NET GiuAN T.ITY� DVIES53 4RRIER SELF 5.09 TRUCK # DAVIES Ati42 TRUCK LIC. NO. TYPE B, 3/4" MAX MED AR40 +0 TRAILER LIC. NO. TRAILER UC. NO. ORDER 27 TARE' NET QUANTITY NET Weekend .Char:ge: Del Charge: Tax : . Sub Total: Total :BY 3/4 1/2 3/8 Sand Oil 1760. 1900. 2090. 3930.. 500. 0 209.0 :3930 WEIGHMASTER CERTFICATE THIS tS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature fa on this certificate wwhhoo is a recognized authority of accuracy, as presctteedd by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Dlvrmbn of Measurement Standards of the California Department of Food and Agrioutlure. ..CHESTER, ROBERT y�� gg�� AVEIGHMASTER No 11 au ag1§. I l bfCEi n. IF PAYMENT IS MADE BY loth OF MONTH FOLLOWING PURCHASE,YOU MAY DEDUCT THE DISCOUNT SHOWN ABOVE. Should any litigation or'other collection effort be necessary in o'rder'to collect sums due under this contract, purchaser agrees to pay and. HollidayRock Co.,.Inc. shall be, entitled to a reasonable sum as and for collection costs and attorneys' fees whether or not "litigation .is pursued.' Payments due and unpaid'shall bear interest from' the date payment is due, at the rate of one and one-half'percent _ _ ,, 1 orcaco PAY 'FROM ,THIS `INVOICE. DEPUTY TONS FWD. Tons TOTAL TONS 12.0'9 LOAD NO. DRIVER GROSS & TARE LION O OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME DRIVER REC'D BY X CUSTOMER BYC1D X Total Yards/Tons 1 Total Environmental Fee(s) Total Standby. 4.10 $1.00 $0.00 . Subtotal Misc Tax Freight Total $108.46 $0.00 $8.40 $0.00 $116.86' • NOTICE: It 1t agreed between Buyer and Seller that sate was consummated and title passed at the plant site. The price of this materiel has been quoted F.O.B. our plant and subject to sales tax on material only. Transponabon Charge for this material a made by licensed independent truck operators at Public Utilities Commission Isles and - Subject, If applicable; to transportation tax only _ . : (•-rw,..,,, • Should any litigation or other collection effort be necessary In order to eellsums due under this contract, purchaser agrees to pay and Comp any pany shall be entitled to e reasonable sum for collection costs and attorneys fees. whether or not litigation a pursued. Payments due and unpaid shall bear interest from the date payment is due at the rale of one and one hall percent (1 1/2%) per month (18% per annum). • As evidenced by signature, driver/earner fs responsible for the accuracy of this vehicle's Tare weight The driver/earner will notify shipper/consignor if there is any change in light weight due to changes in equipment, fueling, etc. Calif B d P Code Section 12722 (adb) RPORATE OFFICE. FoOTHIL.L PLANT #1 2192 W. Foothill Blvd. Upland, CA 91786 (909) 982.1553 ` Toll Free (886) 273.2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HOLLID RIALTO PLANT#4' 485 E. Santa Ana Ave. Rialto, CA 92376 Rock . Co. , Inc. ' LITTLE ROCK PLANT #5 7749 E. Ave. PT" Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351'E .Construction Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO f. C! ( ..) �. ) IRVINE' PLANT ;tall 16191 Construction Circle Eatt Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT#10 265 E. Santa Ana Ave. Rialto; CA 92376 OLD TO ' ' l' 1bert 'W. D8vie9, Inc. VARIOUS STREET LOCATIONS SIi OVER E/0 COLEANDOR F ONTANA DATE 4/25/02 09:42 P.O. # / 20 9 TICKET # , 116E6505 PLANT A / P . n 1. tJ t l'l i l j . RCK .ACCTJJOB ' ;TONS :'PRODUCT # COMMODITY INFORMATION GROSS NET QUANTITY .DVIES53` ARRIER SELF 7, 00 TRUCK # DAVIES RR42 TRUCK LIC. NO. TYPE B, 3/4" MAX MED AR4000 TRAILER LIC. NO. TRAILER LIC. NO. ,. ORDER 27 TARE NET QUANTITY NET 7h. Cie' Weekend'Chare: Del Char e: Sub Total: Total a' 3/4 1/2 3/8 Sand Oil 1120. '1410. ; 1450e 2660. 349.0 113e. 1330e 1470. 2670. 352.0 2920 -'5330 701 WEIGHMASTER CERTFICATE THIS IS TO CERrTIyFY that the following dehmastec whose scribed commodity was weighed, measured, or counted by • Section recognized of ily ofDIvisa n8ura1 the preCalscribed mla by Chapterness 7and (commencing coPnsnature b on this bcinggwhhoora C h ode, administered by the Division of Measurement Standards of the California Department o1 Food and Agriculture. BY CHESTER, EM /� RD IBEgRT•' DEPUTY Ha 1 I��3,, /EIGHM iPCER ljUS�OMM IF PAYMENT IS MADE BY loth -OF MONTH.FOLLOWING PURCHASE,YOU MAY DEDUCT THE DISCOUNT SHOWN ABOVE. Should any litigation or Other collection effort be necessary in order to collect sums due under this contract, purchaser 'agrees to pay ,and Holliday Rock Co., Inc. shall,be entitled to a reasonable sum as 'and for collection costs and attorneys' fees whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the.rate of one;and one-half percent (1 1/2%) per montn (18% per annum). PLEASE PAY FROM THIS INVOICE. TONS FWD. Tons. TOTAL TONS 7. 00 LOAD NO. DRIVER GROSS & TARE DON ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED CUSTOMER BYCaD• X Total Yards/Tons , 1 Total Environmental Fee(s) Total Standby.;. Subtotal Misc Tax ` Freight Total 4.10 ' $1.00 $0.00 $108.46 $0.00 . :$8.40 $0.00 $116.86 4 OFFICE in.PLANT #1 ,ot11111 6lvd. p 91786' • ...1553 (888) 273-2200 S PLANT #2 campus Ave. -" CA 91786 NOTICE: 11 a agreed between Buyer and Seller that sale was consummated end title passed at the plant site The pose of the matenal had been quoted F.O.B. our plan) and subject to sales tax on material only. Transportation cha, r riel`l�made by licensed independent truck operators al Pubhc Utilities Commission rates and • subject, if applicable, to transportation tax only, , .—.� Should any litigation or other collection effort be necessary in order to collect sums dui, under this contract, purchaser agrees to pay and company Shall be enttt ed to a' 'reasonable sum for collection costs and attorney's lees, whether or not litigation Is pursued. Payments due and unpaid shall bear interest tom the date payment Is due at • the rate o1 one end one -hall percent (1 1/2%) per month (18% per annum), - At evidenced by signature, driver/carrier IL responsible for the accuracy of this vehicle's Tare weight The drover/canMl will notify shippci/consignor it there a any change light weight due to changes on equipment, fueling, etc. Calif B 8 P Code Section 12722 (nab) �BERNARDINO PLANT #3' W. Baseline Ave Bernardino, CA 92411 TO OLLIDAY rt-;k Co, Inn.. RIALTO PLANT #4 LITTLE ROCK PLANT #5 485 E. Santa Ana Ave. 7749 E. Ave, 'T" Rialto, CA 92376 Little Rock, CA 93543 ft1bert W. Davies, Inc, '4ARIOWIS STREET LOS ;TiCINS fL OVER W.O SIERRA • FONTANA: DATE 5/7/0E 09:02 P.O. # /209 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351'1 Construction , Circle West Irvine, CA 92718 THIS IS NOT A TICKET NO. TICKET # IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 r ,tihW�.� 5, 1 iQ4 PLANT A/P Foothill • ACCTJJOB TONS • PRODUCT # . COMMODITY INFORMATION GROSS !4ET Ourir r ITV DVIES53` 1RRIER qPIP 12.00 TRUCK* DA ll Y ES Weekend Charge Del Charge:( Tax: Sub Total: Total AR42' TRUCK LIC. NO, TYPE B, 3/4" MAX MED 'AR4e00 TRAILER UC. NO. 3/4 1/2 3/8 Sand Oil 1370. 1540.. 1680. 3030.. 40*18 0 1360. 15.20. =: 1650.. 3030. 42 0. 0 1590. 1510. 1480. 30 30. 4-00. 0 9090 12e1 TRAILER UC. NO. WEIGHMASTER CERTFICATE THIS Is To CERTIFY that the following described commodity wee weighed,' measured. or minted by a weghmaster, whose signature is on this certificate oho 1s • recognized authority of eecuracy, es prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the Csllomla Business and Professions Code, , administered by the DNblon of Measurement Standards Of the California Department of Food and Agriculture. ORDER BY CHESTER. ROBERT DEPUTY WEIGHMASTER Ho 1 1 ielt-oicitli8IRi9010EIn 't (F'PAYMENT ISMADE BY loth OF MONTH FOLLOWING PURCHASE,YOU MRY.DEDUCT THE )ISCOUNT;SHOWN ABOVE: Should any `litigation or otherrcollection effort be necessary in order to collect sums due under, this contract, purchaser agrees to pay and Holliday Rock Co., Inc. shall be entitled to a -seasonable sum as and for collection costs and attorneys' fees whether or ,got litigation is pursued.. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent (1•1/2%) per montn (18% per annum). PLEASE PAY FROM THIS INVOICE. TARE NET QUANTITY, NET 75oQ• TONS FWD. Tons TOTAL TONS 12.eo ��}} LOAD NO. DRIVER GROSS & TARE ❑,ON '`❑ OFF LEAVE PANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED CUSTOMER"----- BY X �. Total Yards/Tons 1 Total Environmental Fee(s) Total Standby 24.47 $1.00 $0.00 Subtotal Misc Tax Freight Total $747.34 .$0.00 $57.92 $0.00• $805.26 • NOTICE It is egr 1 between Buyer and Seller that sale was consummated and title passed at the plant site. The price of this materiel has been quoted F.O.B. our plant and su lect to aak4iax on material only. Transportation charge for this material 's• made by licensed independent truck operators et Public Utilities Commission rates and autPct, II applicable, to transportation tax only. Should any litigation or other collection effort be necessary In order to collect sums due under thls contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation is pursued.' Payments due and unpaid shall bear Interest from the date payment is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carder Is responsible for the accuracy of this vehicle's Tare weight The drver/Cartier will notify shipper/consignor If there Is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b) - — - - CORPORATE OFFICE FOOTHILL PLANT #1, 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200. CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT#3 2300 W. Baseline Ave San Bernardino, CA 92411 IOLL1D. Rock Go., Inca 1 RIALTO PLANT #4 - LITTLE ROCK PLANT #5 MT. VIEW#6 IRVINE PLANT #7 • 485 E. Santa Ana Ave. 7749 E. Ave.. T _.c 1499 Benson Ave. • 16351 % Construction Rialto, CA 92376 Little Rock, CA 93543 • ' Upland, CA 91786 Circle West Irvine, CA 92718 CONTROL # THIS IS NOT A TICKET NO. 86546 P IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 ;SOLQ.•TO Albert W. DavieE, Inca VARIOUS STREET LCC4 TICNS SLOVER g CYPRESS FC)NTAWRI LTO DATE - 7/19/08 I c28 P.O. #, k'ACCTJJOB'Aiit. PRODUCT # ,,,r;; COMMODITY INFORMATION,, TICKET 200303296 PLANT P/P Fthi11--2'RC t GROSS ....3 a'rF.�Cw CARRIER SFLF G1a32 •{.. TRUCK # SELF R31 TRUCK LIC. NO. COLD MIX SC800 TRAILER LIC. NO. TRAILER LIC: NO. ORDER .4 TARE -� 1., Weekend Charge Del Charge Sttb Total c Total c WEIGHMASTER CERTFICATE THIS is TO CERTIFY that the following described commodity was Weighed, -....measured, or counted by a weghmaster, whose signature Is on this certificate who isa recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700) o1 Division 5 of the California Business and Profesalons Code, administered by the DMsion of Measurement Standards of the California Deparenent of Food and Agriculture., BY LEWIS, i.iwSTl.E'1 • W�IGHM/�STER HTI1irl§iit TOR 6C)'Y anl~a DEPUTY TONS FWD.,,1 .�„..� Tans TOTAL TONS Clff a32 LOAD NO. 1 DRIVER GROSS & TARE .: ❑.ON ❑OFF, LEAVE PLANT ARRIVE JOB _ LEAVE JOB ' _ DELAY TIME • APPROVED DRIVER REC'DBY -r CUSTOMER, REC'D BY.'— X NOTICE: It is agreed between Buyer and Seller that sere was consummated and title passed at the plant she. The price of this materiel has been quoted F.O.B. our plant and subject to sales tax on matenal only. Transportation charge for this materiel 's made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. - Should any litigation or other collection effort be necessary in order to coiled sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum tor collection costs end attorneys fees, whether or not litigation is pursued. Payments due end unpaid shall bear Interest from the date payment Is due at the rate of one end one-hatf percent (1 1/2%) per month (18% per annum). - - . • As evidenced by signature, driver/caller Is responsible for the accuracy of this vehicle's Tare weight. The driver/carrier will notify shipper/consignor if there Is any change In light weight due to changes In equipment, fueling, etc, Calif B & P Code Section 12722 (a&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 HO LL1:EAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Tr"ucbingy LITTLE ROCK PLANT #5 MT. VIEW #6 7749 E. Ave. T. 1499 Benson Ave. Little Rock, CA 93543 Upland, CA 91786 IRVINE PLANT #7 16351 % Construction • Circle West Irvine, CA 92718 ' CONTROL#' THIS IS NOT A TICKET NO. 287582 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 SOLD TO il1b rt W. Day i*ttf Inca Fontana DATE .7/30/02. 10:15 P.O. # / q TICKET # 24204631 PLANT R/P Colton TliV, ACCTJJOB TONS PRODUCTu # COMMODITY INFORMATION GROSS . —MET-MAMMY 20. 67 rile Clatir 'II Patent~en%tte. Base TARE POET .0.1111t1T I TY CARRIER TRUCK # 01 Weekend Char j : Del Charge: Tax Smb Tat t l: Tot,7al TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO. ORDER WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described commodity was weighed, • measured, or counted by a weghmaster, whose signature is on this certificate who Is ' a recognized authority o/ accuracy, as prescribed by Chapter 7 (commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of.Measurement Standards of the California Department of Food and Agriculture.' . • - BY I<PJTRI FY. rWiWI_T4 DEPUTY WEIGHMASTER Ho Hi ii1NSPEiTOROpy Inc. NET La 67 TONS FWD. Tons TOTAL TONS 20.137 LOAD NO. DRIVER GROSS & TARE ❑ .ON ❑ OFF LEAVE PLANT, ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRECIER - ~ try CUSTOMER % REC'D X i t1� • NOTICE: It is agreed between Buyer end Seller that sale was consummated and title passed at the plant site. The price of this material has been quoted F.O.B. our plant .'.ot! "'lie and subject to sales tax on material only. Transportation charge for this materiel is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. k -,:. , - Should any litigation or other collection effortbe necessary In order to collect sums due under this contrail, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorneys fees, whether or not litigation Is pursued. Payments due and unpaid shall bear Interest from the date payment is due at the rate of one and one -hall percent (1 1/2%) per month (18% per annum). - , - As evidenced by signature, driver/carder Is responsible for the accuracy of this vehicle's Tare weight The driver/carrier will notify shipper/consignor 1 there Is any change in light weight due to changes in equipment, fueling, etc. Calif B & P Code Section 12722 (e&b) CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273.2200 CAMPUS PLANT #2 2006 Campus Ave. • Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 CONTROL # THIS IS NOT A TICKET NO. 297080 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. ,Adelanto, CA 92301 RIALTO PLANT #4 LITTLE ROCK PLANT #5 MT. VIEW #6 IRVINE PLANT #7 RIALTO PLANT #10 485 E. Santa Ana Ave. 7749 E. Ave. T . -. 1499 Benson Ave.:. 1635114 Construction 265 E. Santa Ana Ave. Rialto, CA 92376 Little Rock, CA 93543 Upland, CA 91786 Circle West Rialto, CA 92376 Irvine, CA 92718 SOLD;TOI tllt�e{ra�, l). Dw,'r"yes, Inc. tIAR.ICUE3 STREET LOCATIONS GLta�1F�'C2 I4/O. STERM. `FoMMl: tn1/RIOt.TD ,DATE '•a/ 12/o2 10 2g -P.O.# /f2.,'9 r TICKET # 242 049(10 PLANT I1/ -r CeIIt;cn 'TM ACCT./JOB ',TONS•.:: PRODUCT # COMMODITY, INFORMATION GROSS • NET ClUANT-I TY D' IES53 Sitle • Class. Ii' tlgnretlate Base TARE NET toU.l� NT1 Y CARRIER PFI E: TRUCK # • nt Weekend Charge: Del .Chortle: Tax: r. Sub TO#:.,fiat x Tt?1al:h' TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LIC. NO.,', WEIGHMASTER CERTFICATE • ..THIS IS TO CERTIFY 'that the following described commodity was weighed, • measured, or counted by a weighmester, whose signature is on this certificate who is cy' a recognized authority of accuraas prescribed by Chapter 7 (commencing with • Section 112700) o1 Division 5 o1 the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. . ORDER y BY IFFIIP:LEY. GERfl1..1D DEPUTY WEIGHMASTER I -ID 1 l t (INSPEl01n1 S!GORY . rrIC• NET 23.54 TONS FWD. Tons TOTAL TONS • 54 LOAD NO. DRIVER GROSS & TARE ❑ON ❑OFF LEAVE PLANT ARRIVE JOB • LEAVE JOB DELAY TIME APPROVED. DRIVER s , REC'D /'w���,;,� r,• . BY r, X(At// / CUSTOMER BY X I CORPORATE OFFICE FOOTHILL PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. ' Upland, CA 91786 SAN BERNARDINO PLANT #3 RIALTO PLANT #4 • LITTLE ROCK PLANT #5 2300 W. Baseline Ave 485 E. Santa Ana Ave. 7749 E. Ave. "T. San Bernardino, CA 92411 Rialto, CA 92376 Little Rock, CA 93543 NOTICE: It Is agreed between Buyer and Seller that sale was 'consummated end title passed at the plant site. The price o1 this material has been quoted F.O.B. our plant and subject to sales tax on material only. Transportation charge for this material is made by licensed independent truck operators at Public Utilities Commission rates and subject, if applicable, to transportation tax only. Should any litigation or other collection effort be necessary In order to collect sums due under this contract, purchaser agrees to pay and company shall be entitled to a reasonable sum for collection costs and attorney§ fees, whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment Is due at the rate of one and one-half percent (1 1/2%) per month (18% per annum). As evidenced by signature, driver/carrier Is responsible for the accuracy of this vehicle§ Tare weight. The driver/carrier will notify shipper/consignor I there Is any change In light weight due to changes In equipment, Neling, etc. Calif B & P Code Section 12722 (a&b) HOLUDAY TruairtgInc. CONTROL # THIS IS NOT A TICKET NO, 29 941 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 MT. VIEW #6 IRVINE PLANT #7 RIALTO PLANT #10 1499 Benson Ave. 163511/2 Construction 265 E. Santa Ana Ave. Upland, CA 91786 Circle West Rialto, CA 92376 Irvine, CA 92718 SOLD"TO ;,,.w pi bc,rt 11.* DA11 i e *3.7 Inc. Mt?1t7US STREET t_OCiiT:tl7t,1'--r ' Ln& R:1rffo. cimu Fft1TfltI(JPIfI_TO DATE 8 nf0 /209 TICKET # /a2O491'33 PLANT • RUP Cnitnn TI t; y`ACCT/JOB a ;TONS , s 4 PRODUCT,# ; COMMODITY,INFORMATION, ,. GROSS • tIET I'M AMITY 13VI IES',33 23.12 SR10 Cia3sm 11 tlgnren tr. BeSe TARE NET O1J(tHTITY CARRIER . CC, r TRUCK # Weekend Charge: Del Charge: Tax-: Sub Total:. Tr> Fo : TRUCK LIC. NO. TRAILER LIC. NO.' TRAILER LIC. NO. ORDER 7n WEIGHMASTER CERTFICATE . THIS IS TO CERTIFY that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature Is on this certificate who Is a recognized authority of accuracy, as prescribed by Chapter ? commencing with Section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. • • riEnn). 'BY .. DEPUTY I1t511Ic1 v Trtvric.WF1GHIVJA&TER • INSPECTORS COPY • 17 7 391.. NET TONS FWD. Tons TOTAL TONS n LOAD NO. DRIVER GROSS & TARE ❑ON OFF LEAVE LEAVE PLANT. ARRIVE JOB. LEAVE JOB DELAY TIME APPROVED DRIVER REC'D BY A CUSTOMER BYREC,D X AUG-30-2002 11:51 ALBERT W DAUIES, INC. 909 989 0754 P.23/24 7 TE OFFICE t FLANI 4F1 sv. I oethill Elvd, ,;d, I';A 6'1766 ) ;22.15t:3 "IF rl E (66t:) 279•2200 . CAMPUS PLANT "2 200C Canlpu_ Ave, Upland, CA 91766 ma yugee, ro SIMI ter on nwtener omy Irdneportmon anorgc for ma miter►' a now uy =smog na■ppn.om uuea apeman•_ a, room .nw, .... aubjea, II apphabin. lo non; anion 4s only Should .try li genon or miter collect= ellen be reemsary m ardor 1c mlloo sum: all ceder Ihp c nirp t. pulemol .9,0a_ b pay end nomPArff andE be inlped to e rouon.bb rum be coaraon mrtr .nd ■norsye bee. w eu e' at um IW all n a ouco d. Peyn nu. duo .nd urpevl slid beer Wahl from me Celt mime r w due At Ire rite al one and mw.hell want (1 1I2 I pet mantle (1a% par ennum), W weight P equipment. G 11 SAN BERNARDINO PLANT #3 2300 W. Bastllne Ave San Bernardino, CA 92411 RIALTO PLANT * 4' 485 E. Santa Ana Ave. Rialto, CA 92376 OLUDA LITTLE ROCK PLANT *5 MT. VIEW *6 7749 E. Ave.'T 1499 Benson Ave. LIRIe Rock, CA 83543 Upland, CA 91766 A .wd.nred by eiflrprure• dnuniearns, k rarpa p ip Pt 1 ..00bac/ of tlrr. vobI Ie Tare weigh The dmefle.n,m WIN newly:nrpperfcorurynor i that a any cMnoc • h I nl tic hl due lea ran eo In c u rent. tieing. arc. Cell B a P CO o tic on 1772E .M IRVINE PLANT 47 163511 Construction Circle West Irvine, CA 92718 )LD TO .� Citrus C:itana. DAIFa I eta i 1 t 1 P.O. 0 CKET 111)$ IS NOT A TICKET NO 1 IRVINE PL AN1 rlti 16191 Colislructkn Cileic Seal hvlrlc, CA 92/16 ADELANTO PLANT 09 12750 Rancho Rd. Adelento, CA 92301 RIALTO PLANT *10 265 E. Santa Ana Ave, Melia, CA 92376 N 4 4 _,=ta. piwT',F.^.othii1 SL ACCTJJOB TONS PRODUCT # COMMODITY INFORMATION GROSS 3.0 • t,UIE 5 Class II Auoretr:,t a Base PRIER =EL.rr TRUCK * SELF TRUCK LIC. NO. TRAILER LIC. NO. TRAILER LJC. NO. ORDEiy 4111 TARE 1 ,3S NET Total Net Weekend Charge: De Cn►arge: Tax: Sub Total: ; Total : TOTAL. WEIGHMASTER CERTFICATE TRIO IS To eexn INI tha following dalvb.d ammo* wu oolohod, maarund, or coward be a waiph,rwWW wl ;pelvic I m t,i a tbtc$ aka u raged ry . I0enaary. pro_ Dy�Gra/.r�no 0d a �I e 3 of tti PYrO Y BU C1 and data admhrWand M 111a fl a of Nanvmsn of tha orb Dapr nrd of Pood and Wrb* Vts, CHESTER, ROBERT DEPUTY Ho11 iday Rock OFWMPIP.NER CUSTOMERS INVQICE 52E770 TONS FIND. Tons TOTAL TONS 20. 85 WAD NO. DRIVER GROSS & TARE LION ' ; . ❑ OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER REC'D BY X•. CUSTOMER BYC'D X 1F PAYMENT TS MADE BY loch OF MONTH FOLLOWING PURCHASE,You MAY DEDUCT THE DISCOUNT SHOWN ABOVE. should any litigation orother 'collection effort be necessary in order to collect sums due under this contract, purchaser agrees to pay and Holliday Rock Co., Inc. shall be entitled to a reasonable sum' as and forcollection coats and attorneys'' fees whether or not litigation is pursued. Payments due and unpaid shall bear interest from the date payment is due at the rate of one and one-half percent ti 11241 per'montn OBI per annum), PLEASE PAY FROM THIS INVOICE. Total Yards/Tons 2Total Environmental Fee(s) Total Standby . 19.96 $2.00 $0.00 Subtotal Misc Tax Freight Total $530.94 $0.00 $41.15 $0.00' $572.09 NOIR:C: 11 rs armed Ia.I.,ew, Euyl l end Stier eltl tole who ry tennuicd end Mk pared or ds• plant ale lie• p,cc• of die mnls,nl lv.. breh (u01e0 r,0.11, ow pb.ni and sugeel Io satn nis r n material only. 1renapon.roa chimDe for . by komnbd rndependenn uve1, opers'ers .I 1 /141 UWUO Commseron wWs and cubrem. 11 apph0blc, It ven:pormuon he onh Should may Id9vboo or e'hv, emoeeen Mort be necessary in order r - .: s der undo pia eammcl, puuhua awe: to pry ehd company shah be onlIlkmd 10 • roasorobk cum Iv aellmnan arse and aflomeyl tars. whe(ha ur me I. , e purvveo. Payments data and unp.id almt bear rams, pmn she date penmen' a. the ■1 the pile of one and one Imp percent (1 1RX) per mene, pax ps' annuml. AL evidenced by atpnabed. th /earner a 2irmnstb*e for ire occurs& a/ u,b venialet lore vrriDM• The dmm/ramnr till emir ebPM'00*.minol d Nero rs ary *bones in Dohl wmDhl due to thanes. In equipment, Menne. wk. Call e 6 P Cods Boman 12722 tail)) • OFFICE iANT #1 . 911786ll 1vd. 1553 (886) 273•2200 j5 PLANT #2 :.empus Ave. nd, CA 91766' A BERNARDINO PLANT #3 Ion W. Baseline Ave on Bernardino, CA 97A11 O:LLIDA a..^,„ :i RIALTO PLANT #4 LITTLE ROCK PLANT #5 MT. VIEW #6 ' IRVINE PLANT #7 485 E. Santa Ana Ave. l 7749 E. Ave. T 1499 Benson Ave, 16351'/a Construction Rialto, CA 92378 Little Rock, CA 93543 Upland, CA 91786 ' Circle West Irvine, CA 92716. OLD ,O .ij.•!:.,i W. "��;� ^v-1' E• Cit.' us Font ana DATE .r1 :o- P.O. CONTROL # THIS I5 NO1 A TICKET NO ^• •0. fir IRVINE PLANT #8 16191' Consirucllon ` Circle Eel Irvine, CA 92718 ADELANTO PLANT 09 12750 Rancho Rd. Adelenlo, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92376 TICKET PLANT TF.R;. ACCTJJOB• ' rr 1N t ES: YJ •r= CARRIER QC r &. Ta FS71 1%1l t Weekend Chnrce: 1.'E1 Charge a e'er: Sub Total T rA.; •1 , PRODUCT # qPg TRUCK L1C. NO. •COMMODITY INFORMATION CrvchE•d Cabo Se TRAILER LIC. NO. TRALER uC. NO. ORDER TOTAL WEIGHMASTER CERTFICATE "Title is •To CtRT1FY mat ina maever9 described Domino* w mer)nd, maa10 0. or monad by a Ppllsp�I%0 0R a pla M • moron 0s lllO,le� 1, EerSonpiOoribg yrari rikirslam f oa 1w rdeu 01 e ',.Law o1 Fao"°d .end A(rrfse Elniebn al weua.menf Ids of ea Calam Oeponmem ti r%441.-l_E:r s : GFR2l., DEPUTY r }'! zd '^n.i, WEIGH TER GOSTOMEIA fN aC GROSS • 1:4E'1 T I ► TARE NET QUANT I T t NET ' E.c .19 TONS FWD. • Tons TOTAL IONS r LOAD No. DRIVER GROSS a TARE D ON D OFF_ LEAVE PLANT.; ARRivE JOB LEAVE J08 DELAY TIME APPROVED DRIVER BY • X CUSTOMER REC'D BY X__ Total Yards/Tons '3.00 1F PAYMENT IS MADE BY lOth OF MONTH FOLLOWING PUFCHASE, TOU MAY DEDUCT THE 1 Total Environmental Fee(s) $5.00 DISCOUNT SHOWN ABOVE. Should any litigation of the collection effort be . Total Standby $0.00 AUG-30-2002 11:50 ALBERT W.DAVIES, INC. 909 989,0754 F.21/24' end ..bled to ieko lax ea mawiml any, taaapeleaoe, gnawfor the: 4aleflel c made by lrmtaetl ^r vintpono"uur," �r"'� Wi ��^ •'�'•� "'--'_ ._... ' THIS IS NOT A TICKET NO evbpcl. d appheablo, le uvKporlellon lax ealy ,,—. Should any Ugenon w mho. collection aeon b..00eteary In Wet to collect sonu'dudimder tnh canted. pothb!e, 115gree1 le pr.y and compare/ mall De onliled 10 ,easoneble oam br eelle0Oan e0:0 end ellameya Wa_, Wnethe. Or not nlrpety: . puteued. Paymend due one unpur l on•u bou rnlele'.t Venn the dole popllont ,: 17v. .1 r -1 Ina tale of the and ono nail percent 0 :Pk) pal morel) (tat! pet weasel). - I • • I t !a baiderau•d by irrggwlulc, dnvN/alma a onpoiacibk, for the scummy al Om •alltek_ Tort werpnt Inc dmar/cenrer will nobly ebrpNc loonapnor l mew rl any chon9. w IgM wane due w ETarpt: to earupnnd, lrlelmp, cit. Cr116 d P Code Sedan 12722 (ebb) �h�TE OFrICF MILL PLANT #1 ,! V✓. F oothfl Eh'd, ,tl.:nd. CA 91766 P06) BE:P.155S ILH FI64 (E@[) 272-2200 C;AIkPLIS PLANT #2 006 Canipus Ave. Upland, CA 91766 SAN BERNARDINO PLANT #3 7,300 W. Baseline Ave S2:h Bernardino, CA 92411 iLD TO j\: r Cy r l E Z: l .' R F In POPLAR ACCTJJOB •TONS HOLLIDA RIALTO PLANT #4 485 E. Sante Ana Ave, Rialto. CA 92376 PRODUCT # LITTLE ROCK PLANT #5 MT. VIEW #6 7749 E. Ave. ?" 149B Benson Ave. Little Rock, CA 93643 Upland, CA 91786 DATE . P.O. # 1. IRVINE PLANT 4.6 15121 Contuucticru Cii CI4 L •:1J Irvine, CA 92716 ADELANTO PLANT 49 12750 Rancho Rd. Adelanto, CA 92301 IRVINE PLANT #7 RIALTO PLANT 410 16351'{, ConslruCtlon 265 E. Sante. Ana Ave. Circle West Aiello, CA S2376 Irvine, CA 92718 TICKET PLANT R/'.Foothill COMMODITY INFORMATION t RPIER C;FI F TRUCK a 9Rle • TRUCK UC. NO. Class II Rr.zrenate Bat e TRAILER Uc. No. TRAILER UC. NO. ORDER CC. GROSS 34.19 TARE 16. z: NET 10"J Codes: SLS = Sales / Invoices PINT, = Payments WEIGHMASTER CERTFICATE 'n66 is TO CERTIFY OM the fo49402 Armored ammo* w omlen4 ' 06eem d. or wu1Yrdeyby a ratleMp, male eeteumu lgn vo leon lhh o0 memo 11O le 9amIo 14d7Ti b1 DNb en 6 ar'rw ZatY6md Swilwl 4r i�mfdht , adninie tad by Ohs Division d Meseunm*M Eterldalm at vs Gullfomla Dapneoeru ' a Peed and AddWdun, BY TONS FWD. • Tons' TOTAL TONS 18e84 LOAD NO. DRIVER GROSS & TARE ❑:ON _ i OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME APPROVED DRIVER REC'D BY, X CHEETER, ROBERT DEPUTY . WEIGHMASTER CUSTOMER HD11 S%Nt II NeE Inc. RYC D X DR = Debit Memos CR = Returns $0.00 DecicTSldir - -- $0.00 FIN = Finance Charges CR = Credit. Memos PAYMENT IS DUE BY THE 10TH OF THE MONTH• FOLLOWING: THE MONTH OF SALE UN1.ES OTHER ARRANGEMENTS HAVE BEEN AGREED TO IN WRITING J ADVANCE.`Shouldany litigatlen or other collectioneffort be necessary i order to collect sums due. Purchaser agrees to pay and Holliday`Trucking;Inc. shall be entitled to a reasonable sum as and for collection costs and attorneys'£¢es. Whether or net litigation is pursoed..payments due and unpaid shall bear interest from the date payment is due et the rate of one and one half percent (1 1/2T) per month'U8% per annum). AUG-30-2002 #1 , f3Ivd, .r486 •;53 :(989) 273.2200 ",rPUS PLANT #2 y06 Campus Ave, Upland, CA 91786 SAN BERNARDINO PLANT #3 RIALTO PLANT #a 230D W. Baseline Ave 485E Santa Ana Ave, San Bernardino, CA 92411 Rialto, CA 92376 3LIITO . ELDVER Ei U POPLAR FONTANA DV1`S53 WIRIER SELF Weekend:Charge: Tg-glf C-•J nt��, 1 Jta1: 11:50 ALBERTIA: DAVIES, INC. 909 989 0754 P.20/24 • rqs pupil dl du D sue. u. r..:....._ . - e tia ant uuck eoonme et eum; unwa commo�M, •• • THIS IB NOT A t IVKc .. , .sn.d u on m edyu end Eater Y,niton charge br Un miurria Y nods oy Wad . pt re sable lto on menial only. 7 b this ednit.d, Dur-1,U t�ppma ro wY end wmPs�' i Wnlm�vmp 'dun i(' 'i 1,'i L $ sPP4Ilksd A co a o°NUoi ran o ta• d gap bear Mast a d rM In ornem sewn yablu du, and unpaid n mats • �� s� INgaden a s,rr nalMcfan start � �ay� or.nM n�'9. '' er Pines a �q/ change ' " „o _Arabia on: M ane.tdA prcvrd li 1/2%%) P r month (tic pet arnum)rM We wnkida Tan *night. 7M dremhymr wlli henry enlPPtrk°^'b" .. w A. ardnro is by a' Wale. drNM�rMr b asm Brat. a Ind aeorrso�t JS In IlpM.wgM due m C� in vq,dprrr,r, Imam am. tit D 6 P Code Seaton 1a722 001 • • .:. OLLID Rcck Ca., Inc. Mt VIEW #6 1RVINE PLANT #7 1499 Benson Ave, 16351 % Construction Upland, CA 91786 • Circle West Irvine, CA 92716 Class 1I Angregate Base TRAILER U. NO. TRAILER LIC. NO. • RDA WEIGHMASTER CERTFICATE 'Ms is To Wen' bat tna beowvq dMerEed mmmoaty was yrvlpr•�' m.umsd, ar comma Ins vakbmunt, Pro'�w� a�LAA ort t1 .n d'I ' •'Io • nw9atnd svrig d s�uI1$ n Orenrr. . sX f and taMnlap Coos, adminn 797nb vl MAIM l d ns admltJ.tatW M Me MAIM of Nauwtsnl ararrdata of Ns GlMsmla ()apartment of Food and Agawam, , CHESTER, ROBERT' . DEPUrt CUSTOMERS INVOICE IRVINE PLANT #B 16191 Construction Circle East Irvino, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave, Rialto, CA 92376 TONS FWD. 504606 DRIVER GROSS & TARE ❑*DN' LEAVE JOB DELAY 71ME TRUCK UC. NO, AUG-30-2002 11:50 ALBERT W:DAUIES• INC.. 909 989 0754 •„Udrk; 7n1,teeenn Dnou. anmpwar.we74p:117,bmartyb ..mwtwryy- ..— •nepidarnWeipnEenalPuellilos�C+nbsbnnend applicable, to Ireneponalisn ere only. ,nould any Ih19u6on or Mbaraanselbn etbn be rtoaeswry m o,dera peel tuns duo under Via nenuse4 puresser upnos to pey.nd comp1r .h►I be .nnbad to ■ .eonabla sum krr mlbolon emu and srlan»ry,e lass, whither or no fit Psymenle dt1. end unDah) uh.1 bear enamel from Ina de puyrnonl b ate at Jo rate a( one and enohsll percent 11 1)2%I par month po% par Annum — ' a. As widened N ■yknuw., edr.i.* t b msleenelala ter Ow ••Abney et 1hb venkhb 1hro MeghI. Th. &barioenier s111 nobly shippetKonrtgrmr 11 Moro it any charlpo :7 In Ilgh( weight duo to dumps s In.Cuipmmnl,1uoling. etc. CAA b e P Code Ses4bn 19772 lai0) 6lvd.' r186 ,486) 273-2200 ,PUS PLANT #2 , 5 Campus Ave, Jpland, CA 91786 SAN BERNARDINO PLANT #3 230D W. Baseline Ave San Bernardino, CA 92411 RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 OLLI D h.:140%+e r LrPY &G s :Ibtie SLOVER E/O POPLAR FONTANA':: Reck Co.) Inc. LITTLE ROCK PLANT .5 7749 E. Ave, rr Little Rook, CA 93543 • Mt VIEW #6 1499 Benson Ave, Upland, CA 91786.' IRVINE PLANT *7 163511/: Construction Circle West Irvine, CA 92718 THIS IS NOT A TICKET NO. 25 677 IRVINE PLANT #8 16191 Construelion Circle Easl Irvine, CA 92716 ADELANTO PLANT .9 12750 Rancho Rd. Adalanln, CA.92301 RIALTO PLANT #10 265 E Santa Ana Ave. Rialto, CA 92376 TICKET PLTP Foothill RCR 441 iCG'JJOS=a � •'ry'i?`LSE? . •,: DVIES53 23.55 pEicr.:: SRiI� Class II A95reoato Base GROSS 4©. ,00 TARE 16.45 NET BRIER SELF TRUCK # SELF Weekend Charge: Dal Charge: Tax: S1.4 Total: Total: TRAILER UC. NO. TRAILER UC. NO. WEIGHMASTER CERTFICATE THIe Is to CERTFY trr1 M. taming dumbed comma* I U wI11I0d, meuvnd, or monied y by • tedyhnreoeb %rInle aril II, wM bwM ee.emoon 11126g1O Dwllart�6 or'O1 LIlbmle ati4lsss .M Prohesn"r 'ten. ,�. edninleOnd by 1h. Ohdebn of Naas ramem Slendansi al du Commie De ertnerf at Food and Agriculture, CHESTER, ROBEI T DEPUTY iD 11 iday Rode tJOHM/}Sx•R CUSTOMERS INVOICE ORDER 23' +' 2 ; 5 A.. DRIVER REC'D BY X '. TONS FWD. Tons" TOTAL TONS 2355 LAAO NO. EARNER GROSS 8 TARE • EDON p OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME CUSTOMER REC'D . X AUG-30-2002; 11:49 ALBERT ULDAUIES• INC. .,ig J o eRton a. - elv ''- s p,eor- nol 1y sthiwhkM'►N1ti�r■1 wiOM. TM *woven., uil noiitt■ppi!ob,�M1 • on a dwhetrtc- PIc%Si mon arg2 :P dpnr d s•A wles■9�p A� C.D anS�D■'n"",."'_ ' d 1 alvd. ,e6 )) 273.2200 � PLANT 42 ,,end, CA nd. CA 91786 ;AN EERNARDINO PST #3 2300 W. Baseline CAv 92d11" San Bernardino, 6 at,1 R FONTANA. RIALTO PLANT 44 de5 E.Sala Ana Ave. Rialto, A IRVINE PLANT #7 Circle 35111k Construction Irvine, CA 92718 DAT/25/02 14 : ! I COMMODITY INFORMATION TER yl►EIGHMAS CERTFICATEede+�•d swan / o �"".w, io s Thin Did or ' IIMInd Ito tollowlna �dyyby • te+I ;�"' �■um "adr MIb�,o ina,_Coa. .447 rp II i 7 ■ DI DNhlon d of e» �■Illemb �n,i d Ppma D■ Clodo adtiin011md ov Qu Dliblon d MpWrmM Statd■rdr ntnonl ,�, el Food end ►y r:F,ES!E . goI^x;. r_ DEPUTY CUSTOMERS INVOICE P.18/24 IRVINE PLANT #9 16191 Construction Circle East Irvine, CA 92718 ADEIANTO PLANT #9 12750 Rancho Rd. Adelanto; CA 92301 RIALTO PLANT 410 265 E. Santa Ana Ave. Rialto, CA 92376 DELAY TIME APPROVED Of p1�� REC DR ! •� •' BY X AUG-30-2002 11:49 ALBERT W:DAUIES• INC. - 909 989 0754 P.17/24 'u�ipplbabN, b lranapad.rian Id any. ` pay ■h.0 M anddad 10 . I .,tea .ray a albn or otrm adVdbn WWI b e moo:wary M o collect sums due uncle, la contract, pJreNder raoa I0 and cempa o.. I'S ON eum be, mI n sera ana aoomoys ha0 w+ athar ar rase p Y,prv_ be . Paymanb d . er4 unpaid ehap bw InIgr. eon Ahe �iw peymont l� Dose al 0,e25.5 P:i:=•:• :rate of ors end serve MII peraen111 IR%) P� menu (1t1X per am 1 ii++ rt avd.ncadi b7 aiD nits drMt/nmer IO raaponst'Ja be, e1. aesrreq of valllaMt Tura watts. PI/ dMr/rankr adr not*y;tipper/oaaipnoi the' k my MEW 4Yn Ilpnl NiSN Ow 10 [lunpau a avwlpmar 1. Waiin9. em. GK a 8 P Cods 3•abe 12792 I�l �r• .13-2200 • ,_ jv N T #2 •;Jlmpns Ave CA 91785 N BERNARDINO PLANT #3 )0 W. Baseline Ave Bemardino, CA 92411 OLLID • RIALTO PLANT #4 465 E. Santa Ana Ave, Rialto, CA 92376 rl,l-_�'inr, UTTLE ROCK PLAT #5 7749 E. Ave. T Little Rock. CA 93543 MT, VIEW #6 • 1499 Benson Ave. Upland; CA 91706 OLD TO :niter'. ;4. Ll a v i e s, E.t� E`ER E.%0 POPLAR ONTANA ACCT./JD.B':. •.. 3 D11,I1 ,q53 23.37 VARIER TRUCK ry SELF 01 Total Net WeeWee1.4 end Charge: Dal Charge • Tog: Sib Total rct al DTA2102 12149' P.O.# PRODUCT*, SR10 TRUCK UC. NO. iDiTl!'WFOR;MA7iQN,, ; Class lI Angregate Base TRAILER LW. NO. TRAILER UC. NO. ORDER 19 CKETi IRVINE PLANT #7 16351112 Construction :Circle West • Irvine, CA 9271E IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92218 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto. CA 92301 24202577 e CO2,tan TRH; GROSS '.39.95 • TARE 1 E. NET 23.37 .. TONS FWD. TOTAL WEIGHMASTER CERTFICATE 1MLs is To CERTIFY seal thy fore1.tn0 dasalbud commodly w1 wlIpptad, m..aaad, Dr wuneid by a witiosaiims a n M en aea anlflab d u.00ursre'�b.d CZ(oomnwrelrWqiraimk ■8aa,107127msm-dow 5 owmo CULLkmu be1Maoururd7 Pof *p Coo , admin'surud IIM Dlv0len ail Maaseamunl 91uld.ra ail Ih. Daiwa DaDaIa11a11t of Fool add IyAalun, - , . BY .KNISLEYGEwPAILD • DEPUTY Holliday. TrllckMG/ITV:TER CUSTOMERS INVOICE • Tolls TOTAL TONS 46.71 LOAD NO. DRIVER"GROSS air TARE ..DON ❑OFF' LEAVE PLANT: ARRIVE JOB LEAVE JOB DELAY TIME 503636 APPROVED DRIVER BYC,� X CUSTOMER (/11 REC'D X AUG-30-2002 11:49 ALBERT W DAVIES, INC.909 989 0754 P.16/24 t3-22D0 • ,PLA A #2 k CA 91788 ,N BERNARDINO PLANT #3 ,JD W. Baseline Ave n Bernardino, CA 92411 I appleabla, le aanapadden tas only.. „AN sty 614ppat es of etlm nhaetbe olbn Da noga.wy In ern awns doe under fhb gonna. Dram arum la pay and rnmpetry . p0 a tawd s a ^' r+ A ,a,wbh sum kr enhabn rasa Intl Enamors faiswMt�ar or not llg Is p?tswd. Farmans dtw m, ua d ■hen haw Inns. kom 0. mna ■ N M duo M ; '`/ !v'l, 4 i ram of one and one•han pe,cs,rt (1 1p%I Per month pa%p.r' 'mom). As aoefanead by &Ignatius. drnayeoraw b tasponslb4 for the ammo, of Vic ,taeya Tan %Witt. The dri.arkaniar will natty shlppsrkond9nar If thaw b any anima < In IIgnt wolphl duo 1tr of anpae In qlpmam, tuohny Mc. callf B B. P Cada Soden 1Z 72 p1f�Dl r / 6,1Oer'C W. Vavle%, !lice `ELMER E10 POPLAR FONTANA iaiC04 DUIES53 ARRIER SELF 23.34 * TRUCK le 01 RIALTO PLANT #4 485 E. Santre Ans Ave. Rialto, CA 92376 .c.., PRODUCT#; SR1Qi, TRUCK UC, NO. LLID '!ducking, Inc. LITTLE ROCK PLANT #5 7749 E. Ave. T .!tile Rock, CA 93543 DATE 3/22/02 07:49 P.O.# MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 "' ' �, . , :;: 'w' I •, ': ti0d1NI0PFn..II IFORMAT1C N Class 17 Aggregate Bass TRAILER UC. NO. TRAILER LIC. NO. ORDER 19 IRVINE PLANT #7 163S11J Construction Circle west Irvine. CA 92718 IRVINE PLANT Ne' 18191 Consirudlon, Circle East.. Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd,' Adelanto, CA 92301 • TICKS ✓< PLANT R/P Cot1t on ` TRY. GROSS TARE 39.97 16.53 NET - .23.34 Weekend` Charge: Ds1'Chargs: Tam: Sub Total: Total: WEIGHMASTER CERTFICATE we Is To CERTIFY bate,a e1IQ 1q daacdbad comma* Eat wvlpDad, maauttd yr t>aJnYd btr a wdpDmaaui Tiaras ate h M D h anlaatE, t�i,o h a r.r gnbad auEten0y aof Eaa7asoa(y nby�Gaphr 7 to .wz=v b_wdn aemMhhiad byl ma Dsnbn of Nod am. Sandarac roc of Caniania -Coda of food and Apticulln. RNISLEY. GERALD • DEPUIT WEJGHMASTER Hall id sfom O`tafoldLic. TONS FWD. ' Tons TOTAL TONS 23.34,' LOAD NO. DRIVER GROSS & TARE ❑ ON D OFF LEAVE PLANT ARRIVE JOE LEAVE JOB DELAY TIME • DRIVER BYC'D X %, CUSTOMER - f REC'D. �/ BY X AUG-30-2002 11:49ALBERT'WDAVIES, INC. PRODUCT # SR10 TRUCK UC. NO. 22D0 rr #2 pus Ave. 91786 4 BERNARDINO PLANT. #3 o W. Baseline Ave Domardlno, CA 92411 909 989 0754 P.15/24 anon or whet ennaebn 'fan he memory in orals b cation aunt due under this d o ut pochada apnea to pry ■,u !1 SW a oya lava. v.twur.e er not nl'geti n la pursued rq'rn.nts due one unpaid OM LAIR! Inmrsel (MI the data pa rnard a dull el 1 �. Z. 1 �� , end ur .10 coca and .oem mania 110% r annr,',il. • i ■nd drminN p *hoe nerc) P" is nor d tlntt 1 a Chang. neid by aganm drir/earMr h navana0rls for On 'campy al WE wlnalA Tam t'vtiK 7N dAuirldrnar wl9 rAnM'=nloDarlooMlg "!' ,.Iptd doh to manta► % aqutpnsnb (wlc.D, ate. Goff B p Coda Section 12772 Will OLL1D. RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 '' Tr11cking, Inc. LITTLE ROCK PLAN' #5 7749 E. Ave. "T" Little Rock. CA 93643 M7 VIEW #8 1499 Benson Ave. Upland, CA 91788 )LD TO -,;.oPrt, ;4 •yavie»s3 Inc. ':L;?VER E/O POPLAR i-';NTANA ACCTJJOEt, •r.`:t.�.:.,G• �:ra.:,: TGNS;;•,;: �.,�•t , _.VIES53 LRRIER 20.76 `� TRUCK # 01 Neekend Charge: De Charge: Eub Total; Total; Di 1l02 12:41 P.O.* I " COIsi[MOD4TIC itiFORMATIoN '' • "' . Class II Aggregate Base TRAILER UC. NO. TRAILER UC. No. ORDER 34 TOTAL WEIGHMASTER CERTF1CATE n es In To cadre Ihd lh fallowing dumbed t .mmasy has v,�i1dphd. • mauved, et eamrmd br a r egraawh ..he+a a rhea r on eri ratdfetlar v"i,o .r,dwtY lit rp wlb.d b/ aPlat 7 (oomtrm+a+pCwm e jmeg 21 n 5 F ee alnabrr rrde. 1IIf00) el Ivkion 0 o rM mla Suln.c bit grA1Z1a.d try the Dwlert al Naasamwtd suwletda e1 IIr Cs 01 Food .rd Igrloumtre. k N I SL EY, GERALD 8Y` Ha Iiday I r k kt.6.1.9nRifitT,ER CUSTOMERS INVOICE Depanmant DEPUTY IRVINE PLANT #7 ". 16351 'k Construction Circle West Irvine, CA 92718' IRVINE PLANT #8'' 16191 Construction , Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. I Adelanlo, CA 92301 T1cKET # ' 24202556 P.4ANg Colton TRK GROSS NET QUANTITY TARE NE F PUAN T I TY' •. NET 20.76 TONS Tens TOTAL TONS. 20. 76 LOAD NO. 1 DRIVER GROSS & TARE 0 ON ❑ OFF LEAVE PLANT ARRIVE Joe LEAVE JOB DELAY TIME -. 502961 APPROVED DRIVER REC'D AUG-30-2002 11:48 ALBERT WDAVIES, INC 909 989 0754 . TONS' A PRODUCT K 1 141 TRUCK LIC. NO. #2 Avea• 91796 ARDINO PLANT #3 ; N: Baseline Ave ;Bernardino, CA 92411 )1.D TO mid D.h.'.tin Hum and Seller Mai anti . ansamMIll:a gnu IM. panned ■t Nqpfwe ■01. Tao pflao 01 OD Tetanal A.m ban quewd F.O.B. our plank .w ran on mawrlat only. Tranaponatlen oruarm ear 0,1e material lo made by ken ledependonl truck optimal. at Public Utnade communion ratan end .hlti. to Inrrsponalion Uw onN• 0 - - 1➢gatbn or otnar nail ctimt ano11 bd neeuury In order IO W SWOP due UMW cols contract, machos, ante a pay Imo company Owl be erfilead to a a awn or =diadem mate and ■mn.ye feet, elner 01 not liesarlat .d 1. pueu. Payment, duo and Impala ale boar Interest bum the der. papaw la W. AI of pee and on►han percent (I 112s) pot mon+ Wenner pax par annueU:. ■.lepnnd by ign.Uaa, drinur wa.t b rieponslble br the bsunocoy of Mkt rehlelen Are Wight The 4rNar/eanler WAl n0uly etkpporfconei➢nor r Ib.ts h any Menge ,rd weight tine w dunpm In equipment, man➢. et, COI e S P Cod. Bantam 12722 Nab) OLLIDAY RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Trucking. Inc. LITTLE ROCK PLANT #'5 7749 E, Ave. T Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91789 113ernW. ua,vin57 Inc. .LOVER 'E/O' PCPLAP FONTANA ACCTJJOB:,•, L :t 1 thiLI:i 4cE!!srrd Charge: 3E1' C}he.rgs: it C T0431: rctsi DATE 3i ►gelt ? t . Io P.O. # . ti- / • • COMMODITY INFORMATION Cia55 II ilggregate Base TRAILER L1C. NO. TRAILER UC. NO. ,P.14/24, CONTROL# ,THIS IS NOT A TICKET NO. 252039. "IRVINE PLANT #7 1635114 Construction Circle West Irvine, CA 9271e IRVINE PLANT #8 16191 Construction Circle Eest Irvine, CA 92718 ADELANTO PLANT #9 750 Rancho Rd. Adelantn, CA 92301 (CHEI B 242E12485 s TRK R/Colton GROSS 37. Rel TARE it,. n.`. TOT AL 1NEIGHMASTER CERTFICATE Hers IS TO CAMPY alai d,. blemdrp.dreamed a0nrrr■cuy was Weighed a wed or counted Dy1nrY➢MbiWCteAoti. (Ilt4�ti, oQ'y+L eaaks whowit 0 reco➢m127 � of d! amw■d,�tall 'vY maa a T Meal alai rrldr 8 mine 12700) or Milan s one talon* Otte01 a Pret.n,arr admin4tend by pa Milan rawmem Oh1Watd, the GYObmY OtiptiMwnl pCK4162)AiWttS tr).1CKingy T,C. 501998 TONS FWD. Ions TOTAL TONS ;'jt♦ WAD NO.. DRIVER GROSS & TARE ❑ ON OFF LEAVE PLANT , ARRIVE J00 LEAVE JOB DELAY TIME `APPROVED DEPUTY WEIGHMASTER CUSTOMERS INVOICE DRIVER DR BY X • f CUSTOMERRE BYD C' X 1 AUG-30-2002 T g. Auer. 1NARDINO PLANT #3 ,,,, gasoline Ave , Eemerdlno, CA 92411 11:48 qq�.Ar.LEERT_W.DAVIES'mid! N. ..909 989 0754 'P.13/24 • �riaPb�i00" � pr IIda TiO.rsl pY Ababaa aW.p.noant m.x �W'•""' •: —. THl � NV 1 A I NA% I Nv. I I ,..,Ara � .tl�'n e. na.daay In areas b bbM1aa tarts dud Under this eanufa pu�ehasar ag�..s ro Day mM wmp.n l cnel b� aNmod to ■ d��b h.➢ ■ nxnl n d s ■i . .1 i'� 11 6 I ow a aaa ■rmma� ws. ,an.mar or ros IWgalbn a pU�■uaa. Paymat� Na ■ne unpaid ■ D.ar Inwa� from ma axle P V �.. */' i.. ✓' �r Y Nr d 1, /R%) W month 11 al par annum). aM dsana or N rh�n is arty ehanpa d1Mrldm., l m.porsbla br a m abeuncy al n• 12leist, Um lab) M The 0Mar(caal■r will noel Pp° to Nra. in aym bang, ate. Oa 13 I. P CoW - 1 IRVINE PLANT #7 I OLLIDAY 16351'd, Construction {I Circle West l Irvine, CA 92718 1. IRVINE PLANT #8 Tri; kiilg9 Inc. 16191 Construction Circle Est Irvine, CA 92718 ' ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 RIALTO PLANT #4 485 E Santa Ana Ave, Rialto, CA 92378 LITTLE ROCK PLANT #5 7749 E. Ave. T Little Rock, CA 93543 'I:b rt . 4.. Davies. Inc. '_' OUER E/O POPLAiR GNTAMA CCTJJOS.. • ''JIE553 NmER 22.87 TRUCK Total Net •{{a;1r Ch��•ryF i; 6 I:t: E,Jb Tot al Total MT. VIEW #6 . 1499 Benson Ave. Upland, CA 91786 DATE 3/20/02 1:1:46 • P.O.# OMMODITX INF9RMATION' SR10 TRUCK UC. NO. Class II Agvrenate Base TRAILER LIC. NO. TRAILER LIC. NO, I ORDER Il N TOTAL 50tG82 . WEIGHMASTER CERTFICATE VIM IS To CERTIFY Oat to 1IWMq d..ail�b.d comm Ma* / vest wuPsir meaaune, ar aoUnl dd 1 ►,t trm0IL�f rmbues ?d h'aaa� onr Ta bail. elnwptawk+ a9.alon 1 1 DMI D aft Ni CaI00ok Baalmn % Fmi�aoi. TOaa, adralnbwae by the o1M.ba d ►Nan,+mam Standards m the C.Uamr 0 psmr 11 al Fool and Mcklabiro, BY ►•'t's7 St FY- SrPat n DEPUTY 'WEIGHMASTER Hal lid WSTOMEAS11WO1VEli CKET # 24 . 4S55 PLANT R/P Galt6n.'IRII. DROSS 39,40' TARE 16.53' NET 22. 8'r TONS FWD. Tins TOTAL TONS 22.87 .. LOAD NO. 1 DRIVER GROSS & TARE CON ❑OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME • APPROVED' DRIVER BYcrD ` X 1, CUSTOM R BY X II Ave. ,.. g7t:6 ppINO PLANT #3 ,A,Doane merdlno. CA ,Lie 92411 ALBERT W.DAUIES, INC. 909 989 0754 P.12/24 _j np inemiyi h1. vtr&nir a nor Gu9orlpn b„pueued. Pgr""o duo ass wp0 0 Selo a., m,■,n, uvuf n� rr••�•n -- -. I m n 1/z•) Pr month P"x Per •nmhml• C.' 1J .ir `.• do /eIr sr 1, raSDorolble ter the am/raw e1 this Mire's Tm woipeL Tlw d,llr/rarrlor • vdn r,01f anlvperlcor,.rgner tl Non s any dhanpo VaiN oawment Wm, As. CJd B b P Cads SW411 1274 (a6t) QLL1DA RIALTO PLANT 44 485 E. Santa Ana Ave, Rialto, CA 92376 T i 7)ckinye Inc. LITTLE ROCK PLANT #5 7749 E Ave.'T Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91788 IRVINE PLANT #7 16351'k Construction Circle West • Irvine, CA 92711 IRVINE PLANT #8 16191 Construction • Circle East r Irvine, CA 92718 ADELANTO PLANT; 9 . ' `I2750 Rancho Rd, Adelanto, CA 92301 rLOVER I',IT^ti,ir Inc. DATE 3/19102.14;13 P.O. ft r • .h •-,.P }TfiyS . PROE,it !hl TRUCK # ri. ekard Charge: Df,I Charge: Sub Total: Total: TRUCK Uc. No. ri ire: 1 t.. PrInEWNEIMIATION TRAILER LIC. NO. •� TRAILER LIC. NO. KNISLEY. GERAL D Holliday Trucking, Inc.. ta ORAER WEIGHMASTER CERT ICATE rite ® TO CERTIFY tun tro lobaning dsoetlbsd eom•rody . wa we t eeede d. ter daunted by • r.kMrvwr. r enew n i on I9' nNEa•te, wiw Is a naotnmod myths,* al sxum l u pr•miDod Ey <9tsplar 7 wrrnnvn0_ �► :. Solon 12700) of DMSbn • W'9fe Ctlaomb Mln w •nd ofgsrarr Todo •dmmrmnd q d 0 DWeien e1 ,.00.wwrrrnr Standards onto Dsparo snl DI Feed and Ablution. ,.. WEI HMASTER CUSTOMERS INVOICE DEPUTY DRIVER BY CKET * 2,4azi248E J PLANT fl/ Colton TPA; GROSS • 'ET ° CILIPtJT I TY er NET TONS PIVD. TOTAL TONS . LOAD NO. DR1VER GROSS & TARE ON DOFF_.. LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME CUSTOMER EC DOMBRf�j BY X i' AUG-30-2002 :11:47 TRUCK LIC. NO. o W. Basel IIeNAveOLANT #3 n Bernardino, CA 92411 ALBERT UJ.DAVIES, INC. 909 989 0754., P.11/24 • or agar ca mlwn Mil be mammary In order 10 aoll.� Cut under air aonaa0. p am■' ha9.re pay and company ,kd ba entitled b • mry eotl■erion coati and .nati h....earer or na rdg.rbn b puaued. Papuans an uQ npaid all bear Imams) tram No due baymam is duo „err sooner Dorm( (1 1/2%) par month OM par annum), by Signature, dn+.r/earrea b reeper.RM br the acouraey el deb 1.104.1. L Tar. *sight. The drlvet/anbr WP nothy whipper/consignor it Nam b any change yrn due 1. orange. In .aulpm,nl Ntling. Ha, COI D 1 P Cade Section 12722 1.8b1 OLLID C r\ �►1!ah l nc . RIALTO PLANT #4 485 E Sans Ana Ave. Rialto, CA 92376 LITRE ROCK PLANT #5 7749 E. Ave. 'Tr Lhtle Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16351'f Construction Circle West . . Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine,' CA 9271E ADELANTO PLANT m9 12750 Rancho Rd. Adelanto, CA 92301 OLD TOa. s, ., r r .. 9.LO11Ep EJA FCPrLAP 0r4 T ANA DAB 9'Q2 07: 48 P.p. # ICKEI• Y r+a0z1'/9 1.� `:`COIIMILOP y..INFORMATION 1RI11gR . TRUCK.* Waei::nd Charge: rlet: Charge: ge: rpx: 3Ub Total: ic1i:a1: TRAILER IJC. NO. TRAILER UC. NO. TOTAL ORDER TEAS 16 To CaRTPY IV do Auorang Cuaitad oomntoa , wol roIphadi mwypd.prr ooaa titre aYPp Plumrk.og1hb aerrMwle w1ta b. APPROVED • .e tunic ,a a (oaraninelnq Aut Swim 1Y790) d Aldan 6 ma Bu d Pnolseione Cab. adminlWad by rba Ol l.bn cl New.anttnn S1■roaw oI Pm California D.pararwm .1 F od and Meacham, 50092'3 GROSS NET Tenr Co,1 t on P.CK RIl`'I' Cil l tT J TV Ik1Ff .;,:iIIi'ITTTV T•ht•n-e TONS FWD. TOTAL TONS' .1. LOAD NO. v A COWER GROSS & TARE ❑ON ❑OFF' LEAVE PLANT ARRIVE JOB LEAVE JOS DELAY TIME BY DEPUTY WEIGHMASTER CUSTOMERS INVOICE DRIVER 1 ! REC'D I. BY /k1 CUSTOM- & REC'D xI AUG-30-2002 PLANT 02 d,CA 91786 •1.ndGA p W B sH IN0 PLANT � Dematdlno, CA 92411 11:47 ALBERT W.DAVIES, INC. 909'989 0754. P.10i24 Aut/.f Ana D.av, .gym r..... •.,,,,...,,,,.—_ _••_ _•_ •-• • ,,,.weyl only. Tlanspomaaen chirps for Ihv malarial 's m.d■ ka, tleersad kdapantlml Stook opembrt n ruouo tiptoe w,nm...n, ........ 251815 �� 1.� �y i (pronghorn 1o, only.44 eraser *ammo 1e pay aria company slid b. &raided b I. - % 5 1 V 1 5 epOr *Mar ma. a *Imolot bp loonSIS. * ry st r n0 I b ikad I puria and, or Ha canna. purchaser d (4r, elr.etlan msa and ammo has. *other or not Q19Ui?n Y pwand. Formula d,w and Imw1d .ha boor 'Moroni tom m0 Gal. payroll Ie Cm a1 orFhad pomanr (1 1/ 11) sof month (16% par annum). r .�.a signal* IS maporal6la eecaN r Inn nof NS vaHcl.L Tara weight n.i do on m.r will noda, ahipror/ronsianor II Slam t any cT■. a q> Nauiloignal* dening,. N aqumman% haru.p, sac. CO B AP Cora Section 14712 SAOl - . HOLLI DA RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 )LA TO Bar;: Co. , Inc. LITTLE ROCK PLANT #5 7749E Ave..r Lade Rock, CA 93543 MT. VIEW #6 1499 Benson Ave Upland. CA 91786 I, ili.bci'i, W. .Davies, Inc. ,11 OVER . .210 POPLAR Fj rri:NP ACCTJJOB r:',I IE953 .BRIER �ssELF DATE of 14102 08:34 P.O. # TONS ,i • ea. SS TRUCK e . 01 PRODUCT # SP10`' TRUCK UO. N0. Total Net UeePend Charge: D1 'r1,i3rgr: •TDts;l: Total= • COMMODITY INFORMATION ClaES II Aggregate Ba.ae TRAILER UC. NO. TRAILER LC. NO. ORDER 17 THIS IS NOT A TICKET NO. IRVINE PLANT #7 '. d ,. 16351 !6 Construction • Circle West Irvine, CA 92719'` IRVINE PLANT #8 16191 Construction'.. Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. 1 Adelanto, CA 92301 ICKET d 14P0216, PLANT 1 R/P Colton RCY, 6,y GROSS 39.32 TARE NET. TOTAL ;. WEIGH Ifig1; CERTPI , m IB To uri dFl 1 q, kid. e:!etm:�. ` aiN a � *d, mnaunA. Gorr dean* by * waipNmafar, among ryya err h On Nb a 111•2• s w b • a moopra *Oaerlq of soau q d by' Chapl./ 7 lee SNP: l .1 PM oqff Ahasbn a .air C lit Bualrw�, And gol;;T.a adminbLn,* dla•-Galan sow effgarar OIr�CaBlamle OspaM,onl el Food and Aa,lwau,■. WEJGHMASTER CUSTOMERS INVOICE NS MO. - TO11%. TOTAL TONS �., 46. 30 LO No. B. ORIVER GROSS & TARE DON DOFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY;TIME APPROVED. DEPUTY REBY �RX CUSTOMER REC'D BY )( AUG-30-2002 r. 11:46 ALBERT ' UL DAV I ES , I NC . 909 989 0754. P.07/24` • HMASTEI• FOLWWIN( 0/EIGHMASTER l 1HORITY OF ACC N 12700) OF DIVISI ,IiSTERED BY. THE DIV" OF FOOD AND AGRICUL, �rl TATE 'RIBED COMMODITY a. SIGNATURE IS ON THIS t... AS PRESCRIBED BY CH V Q Y C E )F THE CAUFORNIA BUSINESS . ,ir MEASUREMENT STANDARDS OF Th.. E. WEIGHED AT . HOLLIDAY TRUCKING, INC ❑ 21e7 W. F007itRI. BLVD., UPLAND, CA'817e6 . RIALTO, nANTA ANA Ave. ROCK AND SAND .JOB NO. DATE J 4,9` U2 ro ,41e w DoorS Trf( udESANTAANAAVE. RIALTO. CA mTa JOfi ADDRESS .� MAILING ADDRESS LOAD NO._ MATERIAL GROSS NET f TONS II? STANDING TIME APPROVED TOTAL TONS ROLLING TIME HOWMY TRI C 4G, INC. nrIC Ow dmwe wtl mesa emery Ma a CdOCIP TOM MMn Outset' enynean vs clammy etrne was m e no wii H refa.rt.eee Widewro a PRO BIM Flonrr r a araered ane nonage be liOwM/ TRUC*ONa Ric. CASH ❑ _CHARGE ZSINE Vehicle License Nos. a evidenced by signature, driver / carrier is responsible for tile accuracy . Ye driver / carrier will notify shipper / consignor If there is any change a in light vehicle's weight. Tinges In equipment, fueling, etc. Calif B & P Code Section 12722 (a&bi.a �� a Impuien or other calla :ion effort be necessary In order to collect sane de under thin sa Pun:heeer Dad AWAY prey Inc shaft be sodded to reasonable sera and (dr saltation cos` wnac ar or not Weadr enis pursed. Paymenmo � a trammel ban Ina date peyma, la due at the rota of one and one half percent (1 dale) par mondr, (1e%) par annrm, 18119 MATERIALS REC'D BY DRIVER MATERIALS REVD BY CUSTOMER CUSTOMER'S INVOICE 84238 Date ` 3/20/02 avies, Inc. O POPLAR Measure —1 ton,elc.) Master No. 18,478 Unit Price Ext. Price $621 $621 $142.02 $12836 AUG-30-2002 0h 1rvw147; ALBERT W.DAVIES, r9 �. ti tr i No. SOLD To JOB ADDRESS MAILING ADDRESS LOAD NO . , MATERIAL: GRoss 3 "700 TAR • NET 'TONS i 0 • STANDING TIME. APPROVED WEIGHED AT 2W09•NC 2193 W. FOOT II.I. KM, UPLAND, CA 91756 (909) 9-1 ROCK AND SAND JOB NO. ln!' ROLLING TIME HOWDAYTR NG, INC. Nonca cur damn we Ram a 4100 n Casaifier ere 545o�: but i�03415 jr work nsYhl Y dipariri Nd mc.kts5 let HOLI.IDAY ineCKINCv L.vC PLANT ARR, JOB INC. NSE.SA► IAANAAV. 53A1.19, CA 123/5 TA9 E SAD/rA AHA AVE. in4L10 CA Ian DATE f 2a .E? CASH In CHARGE' Vehicle License Nos. TRUCK TRAILER CARRIER D EQUIP No _ ver carvers respons ' e or a accuraY once s r will , shipper / consignor. if there is any than The driver ►carder well notify PPB on 12722 a&b pay i ent, fuel etc. Calif 6 & P Code Seth LI. under trio a« Purchaser d and ader or not1(1�)pa a'.p0)paam.!n. Chan es in ON 0 CPO O u • In ddrr m odtrc Sl 4d any eey�en or crewmi wetted � • l,e I, o•Nano tor Hdedey SUrre TNda0O, ¢'Tell he dat p reasonablesdue at ma and o unpaid enre boar Interco hem m, date payment MATERIMS RECV BY DRIVER MATERIALS REC'D BY CUSTOMER CUSTOMER'S INVOICE 48134 / OVERTIME 11101 MWs. is ve 1 es are We g t e in Tight weight due to J/M 909 989 0754 P.08/24 Master No. 18,493 Ext. Price 0 $67.00 n . $150.00 2,00 $5.00 $0.00 $222.00 $0.00' $17 21 $0.00 $239.21 TRAILER LIC. NO. TRAILER LIC, NO. Mgr GERA! D Rock Ca. , Inc. ORDER WEIGHMASTER CERTFICATE miS IS TO CERTIFY Thal tha laming d..albad ammo* rru widwd, maa►ur4 or morose 5y a w P, ACM tig,•ah M en thi o.19f c.a WWh�o ■ ■ n:11112.d . trYry of aoaun al d py g.t9 or 7 1 .M 9aeUen 1Zr001 el DAi. �1MrN. Ba1Ur. and Pwl.wkono administered by hi, 0 _ n l�wjinm.nl slnwra DI Ma Calfomll Dapemnmt P� 91788 v BERNARDIN° PLANT o vv. Baseline Ave Semardino, CA 92411 )LD TO rtib rt W. Daiies, Inc. -. L.LOVER EJCJ POPLAR roi`ITANA rsAcPX0QB • liaFF ALBERT id. DAVIES, INC. • AgoWpm.,,r 6:1,3i,.le.Ciui If h P Cep. action122722 In6D) OLLIDA RIALTO PLANT #4 485 E. Santa Ana Avo. Rialto, CA B2376 PROQI,,# Rcick Inc. • L.RTLE ROCK PLANT #5 7749 E Ave.'T little Rock, CA 93643 DATE 3/14/02 017:366 P.O.# / ' I T POMMODIi ' INRORMATION,, 909 989 0754. 3.09/24 IRVINE PLANT #7 162511k Constructor, Circle West Irvine, CA 92716 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 #'TICKET 14P3216P TRU614# :)ekerd Charges 'r2?,1 Charge Totals 'Drat: TRUCK LIC. NO, MA R DEPUTY CUSTOMERS INVOICE DRIVER BYC.-� X PLANT RIP Ca 1:t. an RC GROSS 3'gi: 66` 9G 1L_ NET TONS FWD. •' TOTAL TO NS-`f' VC, x LOAD NO,. DRIVER CROSS A. TARE ❑ON. ' ❑OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME CUSTOMER REC"D BY, X 909.989 0754 :. P.06/24 i AUG-30-2002 11:46 ALBERT W.DAUIES, INC. And eod.clon says 11 /2%1 V.( r mm,ml• a11Ms vankla► fiA wig my Pawns.. . and o pe n radar a m70�IG1► br ns accuracy ,l dp ow d,MO. per, 00, Cald e 6 P Coda Saa,on 1272d WM eua a Mow In pu,Pmaa " ve G •.91786 36INARDINO PLANT *3 W. Baseline Ave lernerdino, CA 92411. • RIALTO PLANT #4 485 E. Santa Ana Ave. Rialto, CA 92376 Q•►N:: .. wiles,. •r:C. -Itiert h. :.LOVER ANT? POPLAR ' FONTANA 14174M ,4L VVIES53 ,RRIBR SELF Total Net waerte,d Charge: tel Charge: Tax: Cub Total: Total: LLID t`oeg Co., ;Tic. LITTLE ROCK PLANT #5 7749 E. Ave. `r Little Rock, CA 93543 . MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 r O�3/11/0E 14 12 ? P.O. 1 .M r COMM! DMTY INf ORM¢TION TOTAL o. IRVINE PLANT #7 16951 % Construction - 1 Circle West ,I Irvine, CA 92718 . IRVINE PLANT *8 . , , 16191 ConstruPon 11 Circle East I ii Irvine, CA 92718 ' t ADELANTO PLANT #9 12759 Rancho Rd.. I. Adelanto. CA 92301 ICKET 11237837 498399 WEIGHMASTER CERTFICATE mn an.ay..eua+oad6aoa,madIv.non. doer A 3aadon • 1 000/ WAWA and Fralfasiona coos. atmanabind lay can Oirk�bn of lA aois1k S,.ad+a of w Goldoni& Dap."l. of Food and IVncuwn. .. CHESTER, RCBERT DEPUTY MISTER i40117. TBRhs*OICEnu rno REUR • �' BY X' CUSTOMER REC BY v AUG-30-2002''11:46' dr 4'2, 9178; BERNARDINO PLANT #3 p W. Baseline Ave pe rdino, CA 92411 )LD TO LCVE t AND POPLAR FONTANlA ACCT4OB ;`. s, DVIZS53 RRIER SELF TONS 22. 00 TRUCK* SELF Weekend`' Charge:.; D.e1 Charge: Tax: SLib .Tota1t Total: ALBERT W.DAVIES•°INC. • -NIMIIr �} - Mai w RIALTO PLANT #4 495 E Santa Ana Ave, Rialto, CA 92376 PRODUCT # 6R10 TRUCK LIC. NO. LITTLE ROCK PLANT #S 7749 E. Ave. T' Little Rock, CA 93543 DAME 11102 12t59. Or. VIEW 06 1499 Benson Ave. upland, CA 91786 1 • t • COMMODITY INFORMATION I Class II Aggregate Base TRAILER LIC. NO. I TRAILER LIC. N0, ORDER 14 WEIGHMASTER CERTFICATE 'iSadN.om$Co Ism19nd7o WIMPY rtaetits tert ilee.. rmtloi dy w.Iws wk nGl�avg is rwdgls .14 M%mrestd[rtdecomminNp.I ..,- Al Feed and ILAour,w. CHESTER, ROBERT DEPUTY GHM ZER Holliday �RRockt�1..I�.:. CUSTOMERS INVOICE 49836E IRVINE PLANT #6 16191' Construction Clrcle East Irvine, CA 92718 ADEUWTO PLANT *9;., 12750 Rancho Rd. Adolanto, CA, 92301 IC ET , 11237a3:3 PIT- 'Foothill RLK GROSS TARE NET TONS FWD.. 3a.44 16. 44'. Tons TOTAL TONS 43.49 WAD NO. DRNER GROSS & TARE Oy014. LEAVE PLANT ,. ARRIVE JOB LEAVE JOE DELAY TIME D OFF AUG-30-2002 1146 ALBERT IA.DAVIES. INC. off #2. 1° •�► AN BERNARDINO PLANT 03 3D0 W. Baseline Ave an Bernardino, CA 92411 909'989 0754 i.qGrown. arnanwnar rs rasponlDI wr rno scan 10 inn v.n,aar rsn w al% r no amavcamar win Hoary snrpp.yee,s�g,w n iron ra any Q,.ngs w r. ans.g+ m .gwpnnnl N.Iing, .m C■rr e i P $.Qeon ti? Io ) LLIDAY LITTLE ROCK PLANT #5 7749 E. Ave. T Little Rock, CA 93543 MT. VIEW #6 .1499 Benson Ave. Upland, CA 91786 IRVINE PLANT #7 16391'! Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT#9 12750 Rancho Rd. Adelanto, CA 92301 50L“TO• r•G'. iravis:n,t SAVER AND POPLAR aa..: FON ANA KET ' 11237616 i PAn Foothill RCK '.TONS;';,. PRODI�C.T'#,. • COMMODITY INFORMATION GROSS 37, 93 DV IES?J3 :ARRIVR SELF 21.4 V. SRle • • Class II Aggregate. Base .....• 16. 44 TRUCK # SELF' TRUCK UC. NO. TRAILER LIC. NO. TRAILER LID. NO. ORUER 14. NET 21.49 Weekend Charge: Del Charge:. Tax: pub Total: Total e BY WEIGHMASTER CERTHCATE TWg IS TO CERTIFY dial dr. 10110.41151 ea.aIUae eunrroary Wit a ,w d. nr..nnad, a caunra by a w•l0�nu•rar. %Meta t n. Ji sr, win co is st k 7 Same., 17401 ,ton 6 ar obi e�,aM'21:2 nd = aamnul.rae by Me Maim gal N.sxmsrwnt SaoAIM art ma CallotOY n.pu501nl of Food and Agriaalun. CHESTER, ROBERT DEPUTY Holliday Rock VEIP141wfMR CUSTOMERS INVOICE 498163 TONS FWD. Tcns TOTAL TONS 21. 49 LOAD NO. MINER GROSS & TARE ChrON ' . 1] OFF LEAVE PLANT ARRIVE JOB LEAVE JOB DELAY TIME CUSTOMER REC'D BY X TRUCK LIC. NO. w. y. on M o ty. Tnnapdna n ohms !of lltittlas nd /� y µ od= or Omar collodion Orton be naowh.Irf1 p oilman company .r• aa� � wh1Yl Acosta und H *fu pas month (Ckhp ornot a ms. Paymonto du and unpaid shall War nrnsl horn the doh pwymotf b do. u ilia dad m Lantana N eleard.. 1...bo : * toilrN B b P 2 aSaciMb i (�1 N. TM droar/cor it v.YI naaN a ipporfaon. iwr If Mom a any ehvtpa... ba~� u�W and Senor that bsaalo tars :alol nirodeursui In moan a ssedl t lha NdipendTY If q ep� :nmal FueIKs boon Cam u F.O.B. O rotas pi ass , w Iranlporlallon but only, ..,. Fna r - .el nuns duo under Mk contact, paeans/ na to bar rr.l earn shall ba endad b • %A 10, w'pn' has aquas/is bra PLANT *2 CamPuy Ave. eland. CA 91786 1N BERNARDINO PLANT #3 eo W. Baseline AVe in Bernardino, CA 92411 HOLLIDAY 'RIALTO PLANT #4 485 E Santa Ane Ave. Plalto, CA 92376 "--Reek et..—i ras. LITTLE ROCK PLANT #5 7749 E Ave. T Little Rock. CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 ow' TO. t, + ,",., • ibis: W. lE t �■ .. SL OVER AND POPLAR FONTANA • r DA I11/02 07o33 P.O.* CONTROL # THIS IS NOT A TICKET NO, 248700 IRVINE PLANT #7 16351'J Construction Circle west Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301. CKET # 1123779 KA TF Foothill RCK ACCTAGaB,':; DV11 E853 TONS 20.71 V "• PRODUCT #. SR4 COMMODITY INFORMATION 3/4" Crushed Rock GROSS 37.15 TARE 16.44 ARRIVR SELF TRUCK all SELF el;sk Cl't?r 4: bs1 a ;:ath T at al : Q i E1 1 3 TRAILER LIC. NO. TRAILER L1C. NO, ORDER 14: NET 20. 71 WEIGHMASTER CERTFICATE Thli Is To CBRTFYbias Ina Mooing dasadbad aamnodM was w+krMe, mound, or sounsd by a ralgIunaYac w41oaa i4nalunt 1a an Os al rlhno ek • recognised admen of aecuraoy browsed Ci by a91ar 7 (umr nnrin3_ w9u Section 12700) of 17Wbbn 3 of 18. Oaatamla SWIM) Rasa Pmksablr TRW, adrNahlarad by me MAW a1 Masu.m.M Urban* 01 thy C.OIIMY Daparhrwm of rood and Agd�ultun, . • CHESTER, FICSERT �i 4 i j 1 LI ' ' R � WEIGHMASTER G5Tb�1E S`(F�Vd10E • DEPUTY DRIVER BYCr� X TONS FWD. , Tons TOTALTONS 20.71 LOAD NO. DRIVER GROSS & TARE QYON ❑ OFF LEAVE PLANT, ARRIVE JOB LEAVE JOB PELAY TIME CUSTOMER T' BYO, . X .... e••r �.w,..vr.+ea�.ars r .�-r".T= .... teT+.",•• ,_ .,rr •eve? ' .?_ • 4: 7.r AUG-30-2002 11:51 ALBERT W.DAVIES. INC. 1.6. tie TRUCK # C r • TRUCK UC. NO. rfICE �T r 1 'dl Elvd. 2;0,3 273•2200 • ,rtANT #2 /pUE AVe. • .,'A 91786 r•pNARDIND PLANT #3 RIALTO PLANT #4 IJTTLE ROCK PLANT 45 MT. VIEW #6 IRVINE PLANT #7 Baseline Ave 4B5 E. Santa Ana Ave. 7749 E. Ave. T 1499 Benson Ave. 18351'1 Construction • •mardino, CA 92411 RIa11o, CA 82378 • Little Rock, CA 93543 Upland, CA 91766 Circle West Irvine, CA 92718 NO110E: 11 a aglood b.Iweerl pryer and Seller that silo was* corsummd,q and We posed at the pilLr4law. 11‘4, puce of tlue,rwmruJ hcs Seen quoted F.O.9 our plane .nd Treedb :ales rant en m.0nUm m nel only. irunspor on chew is: Um a male by licensed independent truck open on at Pubic Ulllies Commieron r•loc •nd 20b1erd, 11.pp4Lable, to Ininspenaben tint eniy • Should Any Inrgelron or ether allocuen .meet bu rrucla.ary to onto to consul sums due under the consul, purdule' agrees to pay and camper" shed be emisud to a loeseruok sum ler collection coat and ammeyt, loos, whothm or not ligation a pursued Peymmis due and unpaid shall beer nkuer her the darn pynsN IL due at She raft of one and onn•hoI percent 11 1!29.1 per monln (16% per omuWn)• AL oVla0ncnd by si ndlure, drivel/carrierte, cr rs rcapoble far ter apia eeurncy of vdrda 7ne ymeN. the drier/cantor will redly shshipper/crimson.srpnu1 n1Cre' a coy dmnpi n light weight duo to changes. to wgtapm•ri, Turing, eft. Cal,1 e 8 P Code Seebon 12722 lartb) HOLLIDAY THIS IS NOT A TICKET. NO f. • 1 .! 11. IRVINE PLANT WE 1fti.'1 ConElructinn Circle LW Irvin, CA 92716 ADELANTO PLANT' #9 12750 Rancho Rd. Adelanlo, CA 92301 RIALTO PLANT #10 265 E. Santa Ana Ave. Rialto, CA 92976 1. ..1• r� .r� :7 Qr.Ir ACCTJJOB DATE • P.O. # 2r1? TICKET g ' r: PLANT 6 !. a _'ci�.l•� TONS PRODUCT # COMMODITY INFORMATION GROSS RRIER r. •1 trend .1:ne•• Az Lb lotEi1, V1 I:.��rryFt.er TRAILER UC. NO. TRAILER LIC, NO. WEIGWMASTER CERTFICATE ¶Pere 13 1D CEIOU•Y that blewbre Gummed* sun wl had. whimeam Dm19d�byy i oloi tlm t� a a tree b on tealrallot M1 all ,,,, I OF�kn. W �) wiffi sf 6NMbn�oal Nrld F,•gbm hue s�rrn Protaaa� p ti "bocce d and aunsuaur.. - ORDER tt?Rf3At 4 MIKE WEIGI4MASTER 171G ddiS1Tft31LRI.S1NVOICE `° DEPUTY DRIVER BY D X ' TARE TONS FWD. • TOTAL TONS LOAD NO. DRIVER GROSS & TARE 0 ON ❑ OFF LEAVE -PLANT . ARRIVE JOB LEAVE JOB DELAY TIME CUSTOMER BYC,p X CONTROL # CORr *kTE OFFICE ..4 Q0 PLANT #1 ' 2193 Foothill Blvd. Upland, CA 91786 (909) 982-1553 Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 • SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 } f NOTICE Our drivers will ma effort to place materiel where Customer designates, but the Company assumes no ility for damages Inside curb of properly line. No cle wed unless made when materiel is delivered and receipted for. Interest charged on dell accounts. Buyer will pay reasonable costs of collection m d attorney's lees:' 'As evidenced by signetur.k driver / carrier Is responsible for the accuracy of this vehicle's tare weight. The driver / carrier will notiy shipper / consignor if there is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (a&b), HOLLIDA RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 LITTLE ROCK PLANT #5 7749.E. Ave. 'T' Little' Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 THIS2 87TJfyKN y IRVINE PLANT #7 16351 1h Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 IS Lp°!Tpi' is ,t.tn 1.i,. r 1 Rita,, . 6 t►r„,r I6:l:1:( ;:..It r� ' t'l .r`.t:. 1. I (ai':,"t t..1. ( )1 p�:; ;i lttltr (1' •i', !t Pi r surt OP >�.,(1!lillt7,t..,,ti°+c¢� A; V YT.s' i f/ :.4., is , i '�`1 ,. r< INSTRUCTION:(I u' j 1 ter �i J tl�r CUST NO. OD 1" .",; "i. 1 P.O. OUST JOB NO. •II °I�tf'1i" ,,. ORDER NO. !+', DATE .t^"t;r.. '.' !;°:'' TIME f, t't„ r TICKET NO 2340.:y le TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. t;r PA /: LICENSE DRIVER !', ,.. LOAD NO. :I SAND MOIST REQ. SLUMP I't ,..1.10 ",",t>ta". i:i. :,{', MAP PG.DUE GO �yr...r" ON JOB 'i 0 ii :5(1 PLANT ;;;,/r ' A) 3 ¶: I7t:9ti'si:i t11..1`. TOTAL'; ORDERED. TOTAL *u" i SHIPPED ✓%eggiiIS '',", , ;'itTICKET . •: . PRODUCTr" •;CODE , . 'aNif„, rl rr✓FYr,Fgx ,r COMMODITYiii,n%�r� ry�¢„Af, r��„r/� /)';!„✓ DESCRIPTION ' ., , ,ry,,',UNITOF u u MEASURE ' UNIT ,°" PRICE-," "li„ E i,„' � NSIONd''' • ... 00 fi,. 4 ii 7 ,:.. I.:!!:) . I , t il;t 3„ 1:•11:1 :r „ (iGt t ;r'1.' 1 t .Ei'11'' #'r' ° il' it� ,•,a, it,tt;t (. oil F. °• :E 1' t r:ir-, �J� .ii,.,„ „_ •.,.-- t,.,.l..l '1 ;e(i 1'.i;e+ { I 1'1 t i 7 • SAND BY CHARGE * BATCH WEIGHTS "7n3 ( /i , .' of -y i" . i i! ^{- , •, :r. •,; , • , WEIGHMASTER CERTFICATE ' THIS IS TO CERTIFY that the following -described commodity was weighed, measured, or counted by a weighmaster, whose signature b on thb certificate, who b a recognized authority of accuracy, as prescribed by Chapter 7t (commencing +wlth $action .12700) of Divisbn S,Of the Celibmle Business end Professions Code edmlrlistered by the yDivision ol, -'Measurement Standards of the CTelifpmia Department of Food and Agrlw&ure ,. ` ""``77,w•,,rs„" T t rt r$) 11t.r(i 7 ' i° �,;\ Q. By X �r.....� , /,- . ""`._..- ,...... `'� i ' 1' ,e Def uty TAX o0 . EREVIOU$ BALANCE ' 1 ,) SUB - TOTAL / / Rec'd By Customer X SHORTLOAD CHARGE ,,.a t._ • ° I. 4 a°..(r.' S•- At.rt.4 . t :,II.). ,r .l. 11t,�„ 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING., .:• * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL, JOB TOTAL LV. PLAT L/ .r '' 5 ARV. JOB iii r t�tit START POUR . /Q •" 1ti STAND BY UR ENffct'( )f LV, JOB ARV. PLANT WATER ADDED ON JOB i 11,71 u(I) _CONTROL # CORPORATE OFFICE ,,,FQO;:041. PLANT #1 2193 W. Foothill Blvd. Upland, CA 91786 (909) 982-1553. Toll Free (888) 273-2200 CAMPUS PLANT #2 2006 Campus Ave. Upland, CA 91786 SAN BERNARDINO PLANT #3 2300 W. Baseline Ave San Bernardino, CA 92411 NOTICE Our drivers will mak effort to place material where Customer designates. but the Company assumes no r lity for damages inside curb of properly Inc.INo clef.. wed unless made when material Is delivered and receipted for. Interest charged on deli ccounts. Buyer will pay reasonable costs of collection d attorneys fees.. "As evidenced by signature, driver 1 carrier Is responsible for the accuracy of this vehicle's tare weight. The driver / carrier will notify shipper / consignor if there is any change In light weight due to changes In equipment, fueling, etc. Calif B & P Code Section 12722 (e&b)." HOLLIDAY RIALTO PLANT #4 249 E. Santa Ana Ave. Rialto, CA 92376 ErI.tc i no., Titt'.a LITTLE ROCK PLANT #5 7749 E. Ave. 'T' Little Rock, CA 93543 MT. VIEW #6 1499 Benson Ave. Upland, CA 91786 • THIS yQTgLGin IRVINE PLANT #7 16351'h Construction Circle West Irvine, CA 92718 IRVINE PLANT #8 16191 Construction Circle East Irvine, CA 92718 ADELANTO PLANT #9 12750 Rancho Rd. Adelanto, CA 92301 ,[ 1.p4,T01.. 1,4. ? Y1f .1 f,'c:,, ]; I'm. , ►I";FtI f'st..pS tit P.E.T:. ( 1 1:tF;I<,t'I .1(.)1.1'.;i .: 1_091711t 1'1; Q It 1 (1 IR; OtAli-'t1 Ii,i INST, T"ft I r.RUC I NS.: CURD CUST NO. )UTl..S 5:3• P.O. CUST. JOB NO, .r,09 ORDER NO, 48 !awt/t'Iil/ DATE 12 TIME 1L?)716', TICKET No. 24t.133(3 TOTAL WATER FREE WATER BATCH WATER ALLOW WATER TRUCK NO. 160 LICENSE ;1:Atbtol-..r, DRIVER ,. rat:( LOAD NO. I SAND MOIST REQ. SLUMP a. 00 :;t>.^"f 986 it MAP PG. .i..'.y !1 £t (r;,"1 DUE ON JOB 1 . 2 t711,�:t ' PLANT ''.. / P iti $ C w"i n )1,.1 D 'IRK TOTAL •i ORDERED ',',,,,TOTAL',",';,''.' SHIPPED . THIS 0 TICKET ,:.r ///,',PRODUCT /(CODE °' , COMMODITY ., ' r .� " . '; '. .. '- DESCRIPTION .'" :, ..!),,,,UNIT, OF ' MEASURE - „ a:i UNIT-" ,PRICE ' EXTENSION' �'' 7 . @I) 7. 00 7. I i 1..00 7e 00 1. (Qi ;11131121 1',E I\I V 1 R 311 31.0 ties.?r:-C--325 o 11� :on L n'v i r P ota 1V...n,cl E. cACi.1 STAND BY CHARGE * BATCH WEIGHTS � 'y (? 6� �.: 1�J��' r i�`>t c tvl e 1-g- ` 5' 8 -to -/ \ J WEIGHMASTER CERTFICATE THIS IS TO CERTIFY that the following described comrt1modity was weighed, measured, or counted by a weighmaster, whose signature b on this pertdcate, who is a reco,nlzed authorlty of accuracy, es prescribed by Chapter 7 (commencing a and Professions Code, administered by me DNisbn o1 1277 of,.Dithe C li of thaeparlfom t Of Food Measurement girds otthe California Depertrndnt Of Food and Agriculture. -t' r. % c^1,., -' . a •' �.. �.-. BY X hirTP(-rill,tf'�.fr;'ki 1 .`' '" Deputy ! TAX e �o PREVIOUS BALANCE SUB - TOTAL �-<' Rec'd By . Customer X • SHORTLOAD CHARGE HOi:tiday .'ry,.1,.11.liin0. 1nc:a 5 MIN. PER YARD MAXIMUM FREE TIME FOR UNLOADING * STAND BY TIME CALCULATED AT $1.25 PER MINUTE CUSTOMER ASSUMES RESPONSIBILTY FOR WATER ADDED ON JOB TICKET TOTAL JOB TOTAL LV. PI�LLANT (�/ ARV JOB1- \ .t'\,;': \), START \ rPPOUR STAND BY END OU LV. JOB ARV. PLANT R WATEO/ ADDED INSPECTORS COPY WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was w measured, or counted by a weighmaster, whose signature is on this ce who is a'recognized authority of accuracy, as prescribed by Chapter mencing with section 12700) of Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards ' of the Cal"dorni epartment of Food and Agriculture. DEPUTY` Customer and Address: DATE FACTORY ORDER NO. Cubic Yards. Lbs. Cement Lbs. Sand Lbs. Rock 3, r o. 5-y9C Lbs. Admix. Gals. Water Design Mix Water CO Job _cue) 32Sa 2434 RUBIDOUX BLVD. RIVERSIDE, CALIFORNIA 92509-2144 CUST. ORDER NO. 1Y310 (909) 788-9720 TRUCK NO. //7 Due on Job Lv. Plant - 6 • 0 3- Arr. Job 'r.2 Z 5 Start Pour " C' 3 End Pour "6 5)'- ExcessTime Arr. Plant ; Driver .: `"cad --minutes per yard free unloading. Excess time will be charged at the rate of $ 6d per hour or -/, ac 0 per minute. ,.. Reason for Delay READY MIX TICKET NUMBER C.O.D. Price /Yard Sub -Total Short Load Admixtures" AMOUNT.... Tax -- Excess Time TOTAL If at any time water or other material is added tf the concrete by the buyer or at his request, seller is not responsible for either the slump or the strength of the concrete so treated. Our drivers will make every effort to place material where cus- tomer designates, but the company assumes no responsibility for damage inside curb or property line. RECEIVED BY. WEIGHMASTER CERTIFICATE; THIS I$ TO CERTIFY that the following described comm mea'sured, or counted by a weighmaster, whose signature is o who is a recognized authoritybf'cc'Gf5tjr; *s prescribed by mencing with section 12700) of `:Division 5 of the California Business and Professions Code, administered by the Division of Measurement Standards of the Califomia Department of Food and Agriculture. DATE;.• 5-Z'-az Cubic Yards . Lbs. Cement Lbs. Sand Lbs. Rock Lbs. Admix. Gals. Water. Design Mix Water@ Job FACTORY ORDER NO. 2 7/87... 3 y;ci s -c Oi8 52_5(a. ( 0 3 Inland Concrete ' Enterprises; Inc. GUST. ORDER NO. 143/3 TRUCK NO. //9 Due on :fob Lv. Plant ` G ' 5 O Arr. Job 0 p Start Pour ,- 3 0 End Pour - Zr • 1/5 Excess Time Arr. Plant Driver E b minutes per yard free unloading. Excess time will be charged at the rate of $ G 0 per hour or (.00 0 per minute. Reason for Delay Deliver To: Coq.�7 CHARGE C.O.D. Price /Yard Sub -Total Short Load - Admixtures AMOUNT Tax Excess Time TOTAL If at anytime water or other material is added to the concrete by the buyer or at his request, seller is not responsible for either the slump or the strength of the concrete so treated. Our drivers will make every effort to place material where cus- tomer designates, but the company assumes no responsibility for damage inside curb or property line. RECEIVED BY: . 5 7 WEIGHMASTER CERTIFICATE T} THIS IS,TO CERTIFY that the following described commodtywas wei measured, or'counted by a weighfnaster,whose signature is on this ce who is a recognized authority of✓ac t?acyr'aS prescribed by Chapter mencing with section 12700) of Division 5 of the Califomia Business Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. DATE - FACTORY ORDER NO. iz7/87 Cubic Yards 3 Lbs. Cement Lbs. Sand 197q Lbs. Rock Lbs. Admix. 57 5 67 Gals. Water rob Design Mix Water CO Job CUST.ORDERNO. • / I/ 3/3° (909) 788-9720 • TRUCK NO. lb� Due on Job Lv. Plant 6 -. 2. 0 Arr. job 4 - ;/ Start Pour .. End Pour - 7 o 0 Excess Time - Arr. Plant' -. Driver - , - 7-6 pi •S minutes per yard free unloading Excess time will be ., . charged at the rate of $ &O per hour or 1•15v - per minute: Reason for Delay Price / Yard Sub -Total Short Load Admixtures AMOUNT Tax Excess Time TOTAL If at any time wateror other material is added to the concrete by the buyer or at his request, seller is not responsible for either the slump or the strength of the concrete so treated. Our drivers will make every effort to place material where cus- tomer designates, but the company assumes no responsibility for damage inside curb or property line. • RECEIVED BY: WEIGHMASTER CERTIFICATE THIS Iq TO CERTIFY that the following described commodity' was we' meadured, or counted by a weighmaster, whose signature is on this who is a recognized authorityotauturacras prescribed by Chapter mencing with section 12700) of Division 5 of the California Busines d Professions Code, administered by the Division of Measurement Standards -. of the California Department of Food and Agriculture:' DATE FACTORY ORDER NO. -2 7 / 8 7_ ...-" CUST. ORDER NO: (909) 788-9720 ••TRUCK NO.:-• READY MIX TICKET NUMBER Cubic Yards 3.0o Lbs. Cement 1�80 Lbs. Sand ljf 76 Lbs. Rock 5(19 Lbs. Admix. Gals..Water o8 Design Mix Water @- Job 5(6-C 3ZS Due on Job Lv.Plant ' `' 0 ._ Arr. Job Start Pour , / 0 : b O End Pour n 0 ; / 3 Excess Time < . } Arr. Plant Driver To 51. minutes per yard free unloading. Excess time will be charged at the rate of $ "6o per hour or Jr00 0 per minute. • Reason for Delay Price /Yard Sub -Total • Short Load Admixtures - AMOUNT Tax Excess Time TOTAL J.f at any time water or other material is added to the concrete by the buyer or at his request, seller is not responsible for either the slump or the strength of the concrete so treated. Our drivers- will make every effort to place material where cus- tomer designates, but the company assumes no responsibility for damage inside curb or property line. RECEIVED BY: WEIGHMASTER CERTIFICATE`` THIS IS TO CERTIFY that the following described commodity was wei measured, or counted by a weighmaster, whose signature is on this ce who is a recognized authority of accuracy, -as prescribed by Chapter mencing with section 12700) of Division 5 of the CalifomiaBusines Ord Professions Code, administered by the Division of Measurement Standards. of the California Department of Food and Agriculture. - - • DATE s7.oz FACTORY ORDER NO. Z/S7 2434 RUBIDOUX BLVD. RIVERSIDE, CALIFORNIA 92509-2144 CUST. ORDER NO. - /e'3t3 (909) 788-9720 • TRUCK NO. )n� CHARGE READY MIX TICKET ' = NUMBER - C.O.D. Cubic Yards Lbs. Cement Z Q�� Lbs. Sand Lbs. Rock Lbs. Admix. (oW, `7814 Gals. Water Design Mix Water @ Job S minutes per yard free unloading. Excess time will be ' charged at the rate of $ Co - per hour or (. o. 0 per minute. Due on Job , Lv. Plant 0 :5 0 Arr. Job . 7 0 Start Pour . 9. ' / 5 End Pour Y., - _3 Excess Time Arr. Plant Driver - TOWN Reason for Delay Price /Yard Sub -Total Short Load Admixtures AMOUNT Tax Excess Time TOTAL. - ` If at any time water or other material is added to the concrete by the buyer or at his request, seller is not responsible for either the slump or the strength of the concrete so treated. Our drivers will make every effort to place material where cus- tomer designates, but the company assumes no responsibility for damage inside curb or property line. RECEIVED BY: -#Co • WEIGHMASTER CERTIFICATE _ THIS IS TO CERTIFY that the following described commodity was measured, or counted by a weighmaster, whose signature is on this who is a recognized authorityof accuracy, as prescribed by Chapter mencing with section 12700) of Division 5 of the California Business and .. Professions Code, administered by the Division of Measurement Standards of the Caliifomia Department of Food and Agriculture. DEPUTY Cu t mer aA ldress �( eP Inland F ' Concrete Enterprises, Inc 2434 RUBIDOUX BLVD. RIVERSIDE. CALIFORNIA (909) 788-9720 92509-2144 READY MIX TICKET- NUMBER 2681'5 Deliver To: C 4 AL\Qc l T C�_ •� a DATE FACTORY ORDER NO. tza CUST. ORDER NO. 1(� TRUCK NO... I 1 q /CHARGE C.O.D. Cubic Yards MEM 1 Lbs. Cement Lbs. Sand Lbs. Rock Lbs. Admix. Gals. Water Design Mix Water IJob OMNI Due on Job Lv.Plant /c .'60 Arr.Job /)1' 2 0 Start Pour /) : / -- End Pour 'A ; CL • Excess Time Arr. Plant Driver Teri _minutes per yard free unloading. Excess time will be charged at the rate of $ per hour or per minute. Reason for Delay Price /Yard Sub -Total Short Load Admixtures AMOUNT. Tax Excess Time TOTAL If at any time water or other material is added to the concrete by the buyer or at his request, seller. is not responsible for. either the slump or the strength of the concrete so treated. Our drivers will make every effort to place material where cus- tomer designates, but the company assumes no responsibility for damage inside curb or property line. RECEIVED BY: 1 WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weigh measured, or counted by a weighmaster, whose signature is on this certifi who is a tecogniM authority et accuracy, -as prescnbed by Chapter 7 ( men5ing with section 12700) of Division 5 of the California Business and • Professions Code, administered by the Division of Measurement Standards .; of the California Department of Food and Agriculture. ai DEPUTY Customer and Address: - D S DATE G-l3-0 FACTORY ORDER NO.. i£ z7 -2434 RUBIDOUX BLVD.. RIVERSIDE; CALIFORNIA-.: 92509-2144 '• CUST. ORDER NO. TRUCK NO. - fog---� READY MIX TICKET NUMBER" ' Cubic Yards 3 Lbs. Cement JG 80... Lbs. Sand (//-76. Lbs. Rock 51/9 Lbs. Admix. Gals. Water IC7 $ Design Mix Water. @ Job 66ac -3210 5 minutes per yard free unloading. Excess time will be charged at the rate of $ 60 per hour or L 0 0- ° 0` per minute. Due on Job '`'-$:00 -- - Lv Plant .,7. v 0 Arr. Job ; o 0 Start Pour . 0''J End Pour. ' 2- 7 Excess Time Arr. Plant ._ Driver ^ ` b pV . Reason for Delay Price. / Yard Sub -Total Short Load Admixtures AMOUNT Excess Time TOTAL If at any time water or other material is added to the concrete by the buyer or. at his request, seller is not responsible for either the. slump or the strength of the concrete so treated. Our drivers will make every effort to place material where cus- tomer designates, but the company assumes no responsibilityfor damage inside curb or property line. RECEIVED BY- • WEIGHMASTER CERTIFICATE THIS IS RECERTIFY that the following described commodity was weig measured, or counted by a weighmaster, whose signature is on this whe.is,a recogrn?dd authority'of accuracy, as prescribed by Chapter 7 meoci;o uvitlf section 12700) of Division 5 of the California Business Professions Code, administered by the Division of Measurement S of the Califomia Department of Food and Agriculture. /DEPUTY Customer and Address: DATE Zyoz- FACTORY ORDER NO. tandards Inland..- 1 Concrete Enterprises, Inc.: '2434 RUBIDOUX BLVD RIVERSIDE, CALIFORNIA RY. (909) 788-9720 92509-21444 ".— CUST. ORDER NO. /-.3/J_� ., TRUCK NO.:. 1/9 Due on Job : ) 5 • Lv. Plant 6 /t 3 ,) Arr. Job . ' C , 41 6 Start Pour : t� f i- �Y `` End Pour Excess Time Arr. Plant Driver (/e--seIp s > minutes per yard free unloading. Excess tirne will be charged at the rate of.$, eo per hour or- tea. _ per minute. Reason for Delay • Deliver To: C ' Price /Yard Sub -Total Short Load Admixtures AMOUNT uiad. 6. Lseet : /a. Lsad gg b. RcK b. Amx asaeO. DsgiS-z aeo Tax Excess Time TOTAL If at any time water or other material is added to the concrete by thebuyer or at his request, seller is not responsible for either the slump or the• strength of the concrete so treated. Our drivers Willmakeevery effort to place material where cus torper,designates, but the company assumes no responsibility for damage inside curb or property line. RECEIVED BY: WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weig measured, or counted by a weighmaster, whose signature is on this certi j - who're a r®cogariied authorityof accuracy, as prescnbed by Chapter 7 ( mehcing with section 12700) of Division 5 of the California Business and • Professions Code, administered by the Division of Measurement Standards 'of the California Department of Food and Agriculture. Customer and Address: DATE Cubic Yards . - FACTORY ORDER NO. /57 Lbs. Cement -j 6 Lbs. Sand ° • Lbs. Rock. 5q; Lbs. Admix.: Gals. Water tr1r � Design Mix Water @ Job >. 37 o. 2434 RUBIDOUX BLVD. RIVERSIDE, CALIFORNIA 92509-2144 CUST. ORDER NO. / 3/3- TRUCK NO. lid • Dile on Job Lv. Plant ` 6'-r.7 0 -Arr. Job ` . ,. G,,, 5 0 .. Start Pour - - _ 7,'Z .O End Pour ' Excess Time Arr Plant . Driver minutes per yard free unloading: Excess time will be ('charged at the rate of $ 'la6 per hour or I O 0 per minute. _ - Reason for Delay Price /Yard Sub -Total Short Load Admixtures rf AMOUNT Tax Excess Time TOTAL If at any time water or other material is added to the concrete by the buyer or at his request, seller is not responsible for either the slump or the strength of the concrete so treated. Our drivers will make every effortto place Material `where cus- tomer designates, but the company assumes noresponsibility for. damage inside curb or property line. RECEIVED BY: WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the follow)ng described commodity was wei measured, orcamted by a weighmaster,htiosgsignature is on this who is a recognised authority —of accuibcy'at prescribed by Chapter 7 ment.ing with section•12700) of Division 5 of th&Califomia Business Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. f Customer and Address: A.W b0 DATE 6-Z5 3Z FACTORY ORDER NO., £Z 7/87 2434 RUBIDOUX $LVD x RIXERSIDE,CALIFORNIA 9250.9-2144` •. CU$T. ORDER NO. /4/3/3 (909)% 788-9720 • TRUCK NO. Cubic Yards 3.5 a Lbs. Cement Lbs: Sand Lbs. Rock Lbs. Admix...: G c4 z Gals. Water iZ6 Design Mix 6~0o-c-3z5 Water @-Job Due »on Job- Lv. Plant';. • Arr.-Job. Start Poui; -- End Pour Excess Time Arr. I?lant { Driler.r-:_ 5. minutes per yard free unloading. Excess time will be charged at the rate of $ 6 0 "per hour or 1: 00 0-, per minute. ' Reason for Delay READY MIX TICKET NUMBER .:Fria;'/Yard Sub -Total Short" Load Admixtures' ' AMOUNT ; ,Tax Excess Time TOTAL If at anytime Water or other material is added to the concrete by •'the buyer -or at his request, seller is not responsible for either the :" slump or=the strength, of the concrete so treated , Our drivers will make every effort to place material where cus- tomer designates, but the'company assumes no responsibility for damage inside curb or property line. 4 IRECEIVED BY; r. - WEIGH fJ1ASTER CERTIFI�itKFE THIS ISTO CF_RT] ihatInefollowing d nbed commodity was wei measured, or cotiintedby a weighmaster, whose signature is on this ce who is a recognised authoritrbf accurrcy, as prescribed by Chapter 7 menoing with. section 12700) of Division 5 of the Califomia Business and' Professions Code, administered by the Division of'Measurement Standards - of the California Depart ent of Food and Agriculture. DATE ` 9d2 CubioYards s- s_fin .- Lbs Sand_ Lbs Rock; Lbs., Admix. Gals Water.:; 6esign Mii --. • P' FAOTORY ORDER NO. V8:7 4. 2434 R2UBIDOUX"BLUD. RIVERSIDE CALIFORNIA'' -92�0992144 J' CUST.ORDER NO ai j., `Ir V3/3 -.1. e on Jots' Lv. Plant , Arr: Job Start Pour End 'Pour E b aTime-' Am Plant Plant Driver .n1inutes per yard fftee'Ut oac ng Excess time wlltbe=.' charged atthe rate of $C-per hour or erMinute` z f O 3 c :.. CHARGE 'Price /Yard Sub -Total ' Short Load Admixtures - AMOUNL Tax_ Excess Time 'TOTAL jib '1 I If at any time water or other material is added to -the concrete by. the buyer .-or `at his request, seller is not responsible for either the :: • slump or the strength of the concrete so treated. - Our. drivers- will make -every effort to place, material where CUS L;•tomer designates, but the comppny assumes no responsibility for (* .damage inside curb or property line. RECEIVED BY: WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weig ' measured, or counted by a weighmaster, whose signature is on this certfi who is a recognizid authority bf acciii iy, ffs prescribed by Chapter 7 ( mensif-ig"with section 12700) of Division 5 of the California Business • Professions Code, administered by the Division of Measurement Standards " of the California Department of Food and Agriculture. - DATE C-/9- o z Cubic Yards Lbs. Cement Lbs. Sand :,Lbs. Rock. /- to x 15 FACTORY ORDER NO. 2-7/ �' 7 3.'50 2303_;. G/3l Lbs. Admix: Gals. Water Design Mix Water @ Job (2Co. CA I- GfcO`ZZ{Obo 2434 RUBIDOUX BLVD. • RIVERSIDE, CALIFORNIA 92509-2144 COST. ORDER NO.. /03/3 (909) 788-9720 TRUCK NO. //gig. Due orrJob - ' ": 3 Lv. Plant 2 ; 2 r Arr. Job 7 Li 0 Start Pour : > S End Pour !i5 ' Excess Time Arr. Plant j Driver 'TE t minutes per yard free unloading. Excess time will be charged at the rate of $ G o per hour or 1•00 per minute:. Reason for Delay CHARGE Price /Yard READY MIX TICKET - NUMBER C.O.D.., • Sub -Total Short Load Admixtures AMOUNT Tax Excess Time TOTAL If at any time water or other material is added to the concrete by the buyer or at his request, seller is not responsible for either the slump or the strength of the concrete so treated. Our drivers will make every effort to place material where cus- tomer designates, but the company assumes no responsibility for damage inside curb or property line. RECEIVED BY: 41 WEIGHMASTER CERTIFICATE r.� CERTIFY that the following described commodity was weigh Si ear ired, or counted by a weighmaster, whose signature is on this certifi who is a recognized authority eFac uraey ds prescribed by Chapter 7 ( mencing with section 12700) of Division 5 of the Califomia Business a Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. - - Customer and Address: DATE FACTORY ORDER NO. P22i/ 57 2434 RUBIDOUX BLVD."q RIVERSIDE, CALIFORNIA • 92509-2144 CUST. ORDER NO. /13 `` Deliver To: 16 vim✓ ' TRUCK NO. READY MIX TICKET - NUMBER Cubic Yards 3,SO Lbs. Cement Lbs. Sand /%tib Lbs. Rock Lbs. Admix. Gals. Water - Design Mix Water CO Job Zg SZ€ C- 2- 0 Due on Job Lv. Plant /9:2,Q Arr. Job / y r 3 Start Pour /-j-.;0 End Pour / 5?20 J Excess Time ' Arr. Plant Driver Tad _minutes per yard free 1unloading. Excess time will be Ei charged at the rate of $ C per hour or ' / e b per minute. Reason for Delay Price /Yard Sub -Total Short Load Admixtures AMOUNT Tax. Excess Time- TOTAL If at any time water or other material is added to the concrete by the buyer or at his request, seller is not responsible for either the slump or the strength of the concrete so treated. Our, drivers will make` every effort toplace material where cus- tomer designates, but the company assumes no responsibility for damage inside curb or property line. RECEIVED BY: WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weig measured, or counted by a weighmaster, whose signature is on this ce who is a recognized authoritybf accuracy,1s prescribed by Chapter • mencing with section 12700) of Division 5 of the California Business Professions Code, administered by the Division of Measurement Standards of the CaIiforgrta Department of Food and Agriculture. DEPUTY Customer and Address: .(A) 4.0«,c Inland Concrete Enterprises, . Inc. 2434RUBIDOUX BLVD. RIVERSIDE, CALIFORNIA 92509-2144 (909) 788-9720 READY MIX TICKET. NUMBER 26864 Deliver To boy 377 DATE FACTORY ORDER NO. �Z2-7lg7 OUST. ORDER NO.. 14/Jt3 Cubic Yards 3. ,5-Q • Lbs. Cement . 1 7, o Lbs. Sand . iii% 7 Z Lbs. Rock : 4 Y / 2• Lbs. Admix. Gals: Water jZ _ — Design Mix 4; St c . 32ft Water @ Job TRUCK NO. rt Due on Job Lv. Plant •,` 2 ; 3 f ` Arr. Job f /. I S 0 Start Pour End Pour /Z) 76 Excess Time Arr. Plant Driver Ted minutes per yard free unloading. Excess time will be charged at the rate of $ per hour or tr )e) per minute. Reason for Delay " Price /Yard Sub -Total Short Load Admixtures AMOUNT Tax Excess Time -- TOTAL If at any time water or other material is added to the concrete by the buyer or at his request, seller is not responsible for either the slump or the strength of the concrete so treated. r Our drivers will make every effort to place material where cus- tomer designates, but the company assumes no responsibility for damage inside curb or property line. RECEIVED BY: WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weigh measured, or counted by a weighmaster, whose signature is on this ce who is a recognized authority of accuraoy, at prescribed by Chapter 7 mencing with section 12700) of Division 5 of the California Business Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. DEPUTY Customer and Address: Inland Concrete • Enterprises, Inc. 2434 RUBIDOUX BLVD. RIVERSIDE, CALIFORNIA 92509-2144 t5 (909) 788-9720 READY MIX TICKET NUMBER 26967 Deliver To: r-- DATE FACTORY ORDER NO. /2 7/ 7 CUST. ORDER NO. TRUCK NO. CHARGE C.O.D. Cubic Yards 0 Lbs. Cement Lbs. Sand Lbs. Rock Lbs. Admix. r' 1 L Gals. Water tt- Design Mix Water @ Job Due on Job Lv. Plant Arr. Job 6, ....- Start Pour f 47 in End Pour 7 • ' c"" 5" Excess Time Arr. Plant Driver minutes per yard free unloading. Excess time will be charged at the rate of $ per hour or ¢ per minute. Reason for Delay Price /Yard Sub -Total Short Load Admixtures AMOUNT Tax Excess Time TOTAL If at any time water or other material is added to the concrete by the buyer or at his request, seller is not responsible for either the slump or the strength of the concrete so treated. Our drivers will make every effort to place material where cus- tomer designates, but the company assumes no responsibility for damage inside curb or property line. RECEIVED BY. TZLJ WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the following described commodity was weigh measured, or counted by a weighmaster, whose signature is on this certi who is a recognized authority of accuracy, as prescribed by Chapter 7 mencing with section 12700) of Division 5 of the California Business Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture. DEPUTY Customer and Address: Inland Concrete Enterprises, Inc. 2434 RUBIDOUX BLVD. RIVERSIDE, CALIFORNIA 92509-2144 (909) 788-9720 READY MIX TICKET NUMBER Deliver To: DATE FACTORY ORDER NO. CUST. ORDER NO. 1 !- / t TRUCK NO. CHARGE C.O.D. Cubic Yards Lbs. Cement Lbs. Sand r/ �t Lbs. Rock IT Lbs. Admix. Gals. Water /6, 3 Design Mix 4,c - 3 Water @ Job Due on Job Lv. Plant "LrJ Arr. Job - Do Start Pour , End Pour r' 2 Excess Time Arr. Plant Drivers ,t:k' minutes per yard free unloading. Excess time will be charged at the rate of $ per hour or b per minute. Reason for Delay Price ;Yard Sub -Total Short Load Admixtures AMOUNT Tax Excess Time TOTAL 1f at any time water or other material is added to the concrete by the buyer or at his request, seller is not responsible for either the slump or the strength of the concrete so treated. Our drivers will make every effort to place material where cus- tomer designates, but the company assumes no responsibility for damage inside curb or property line. RECEIVED BY: ontrol Number: TURN ER, RICHARD WEIGHMASTER CERTIFICATE `° DEPUTY - SIGNATURE THIS IS TO CERTIFY that the the following described commodity was weighed,` measured, or counted by weighmaster, whose signature is on this certificate, who is ,recognized authority of accuracy,; as prescribedby chapter 7 (commencing with Section,12700) of Division:5 of the California Business and of Measurement' Standards of the California Department of Food and Agriculture.`: Professions Code, administered by the Division- ' R CONCRETE IS A PERISHABLE COMMODITY AND BECOMES THE PROPERTY OF THE PURCHASER UPON LOADING OF THE TRUCK. Any changes or cancellation of the ordered instructions must be telephoned to the plant before loading begins. necessary to institute legal proceedings for, the collection of payment for this material, the buyer agrees to payall court costs of such suit and such attorney.fe s, if y g fees as the court may deem just and reasonable NO, DISCOUNTS will be allowed and INTEREST will be charged on all accounts not paid by the 10TH OF THE. MONTH. CONCRETE IS A NATURAL PRODUCT therefore we cannot be responsible for variations in color or surface discoloration caused by variations in finishing techniques. We also cannot be responsible for customer supplied mix designs plasticEYES. Concrete contains Portlandp clothing and WARNING - CONCRETE in a state can be IRRITATING TO THE SKIN AND cement.,Wear protective eyewear such as rubber boots, gloves, and safety glassesAvoid contact with eyes and skin.PROLONGED CONTACT MAY CAUSE BURNS. In case of contact flush thoroughly with water.- If irritation persists, get medical attention, KEEP PLASTIC CONCRETE AWAY FROM THE CHILDREN. UNLOADING RELEASE In consideration of RANCHO READY MIX, INC. hereinafter referred to as 'Material Dealer, delivering the purchased material to a place designated by the undersigned, the undersigned hereby releases and agrees to indemnify and hold harmless said Material Dealer, their Agents, employees and drivers from damages done by ,it, or them to sidewalks,driveways, roadway property and all personalproperty j' all liabilityor for da g ,y , y p p y other real and�ad'acentthereto," as a result of the movement of said Material Dealer's,vehicles or employees upon or about such property.,This releaseis intended to, and does cover all movements of all vehicles of said Material Dealer, while being used in delivering and unloading such purchased material at the location indicated below, from the time such vehicles leave the curb line to enter upon the property described below until they return to such curb line, regardless of the number, and/' or dates of such deliveries or movements it i ' ' , 1 SIGNATURE: -< Print Name: PORTLAND CEMENT ASSOCIATION TION CONTRACTION JOINT RECOMMENDATIONS 4" thick flatwork, pea gravel mixes 8' x 8', 3/4 mixes 10 x'10'; maximum spacing (no more than a 1 to 1 5 length to width ratio) with joint depths of.1 ":,, Isolation joints to all other structures are highly recommended. Call for more information ;' TO JOB ARg IVE+Y'' S ART .1 END %`` STAND- LEAVE PLANT CUS # JOB ZONE • P.O. # TIME (ZlG /17/'Zi2 PLANT # ORDER # ll.;; •. D PON10.1tE'f'E ENTEr Pf IO'' f JOB ADDRESS @, ,L3LOVER.' &-, OLEANIDE Yrt` TRUCK# 63 LICENSE INSTRUCTIONS . 1' FONTAN( IJOB TIME IZl'9 t li'.I(?i; BATCH WATER TOTAL ORDERED 3. Orb SLUMP FREE MOISTURE TOTAL SHIPPED • �Gii,J1L0 FREE : H20 1-1',120 USAGE �3 R(JC:TLJRE MAX WATER THIS TICKET MAP PAGE • ;6Q)4--H7 '' 'WATERDDED PRODUCT CODE rr 4�k1 33l;, (ICI) • `.,1IZI3. kith: PRODUCT DESCRIPT ON 5641-C-.3E 0 ENV TRONM[ NTA NAME ,•9" 3ALLEI,,OG; . F: F2N!'•IF'. UNITS U. Y .ti'd i.?I%L v r4 TICKET #`i'i'9'I• ' AK" 1 LOAD # w �;Pi, 1 pry UNIT PRICE ". SHORT!' OWDr;'; CUSTOMER ASSUMES RESPONSIBILITIES FOR WATER ADDED! BEYOND' DESIGNED SLUMP. NOTICE: Our drivers will make every effort to place the material when the Customer designates, however the Company assumes no responsibility for:damages; inside the curb or property line. Claims for shortage will only be allowed at the time the material is delivered. , SUBTOTAL TAX' TOTAL PREY. BAL. SUBTOTAL STAND BY' Print name' -/� INSPECTION ,COPY 601 7TH STREET LINCOLN, CA 95648-1828. -P.O.BOX 97-• LINCOLN, CA 95648-0097 (916) 645.3341 DATE SHIPPED LADDING,:ca AN. •a division of PACIFIC COAST building products_' • REPORT. OF LOSS AND / OR DAMAGE 4301 EAST FIRESTONE BLVD:, • ' SOUTH GATE, CA 90280-3318 (323) 564-5654 ± , ORDER NO. • CONSIGNEE'S NAME /Q y,'C:? DESTINATION de /1.,7 9. 17,2/4 es. IS SECTION TO BE COMPLETED BY CONSIGNEE ': 0 SHORT BILL OF LADING NO. ' SHIPPED VIA 73.7t/ DELIVERY DATE / /721.:.. 7Xtys., • f ."/ ❑ DAMAGED .. = , , / G`' / J.. //2.9 i'/_S/17 • COMMENTS: ARRIVED AT LEAVEAT STAND-BY TIME — - CONSIGNEE'S SIGNATUR • IS, SECTION TO BE COMPLETED BY CARRIE A COMMENTS: 44t- ARRIVED AT LEAVE AT STAND-BY TIME NAM - OF CARRIER DRIVER'S S1G --con r1 C:E322 WO9 n'T "'TO BE iigrAINED SY. CONSIGNEE FOFI 'HIS RECORD • L 0O 9,G svN - CC 0 0 V. 0, S 9! '. O 0- 0 ��� 'a 7 lna O' O D ' cr CI)0 !.iIadding Mc an Lincoln to r 601 7th Street LINCOLN,CA 95648-1828 r>:::... A.W. DAVIES PO Box 215 CUCAMONGA CA 91730 phone 1-800-776-1133 fax 1-916-645-1723 e-mail gladdingmcbeaninquiry@paccoast.com re:55>> <:>>'::>€s>::>::'•>s:«z!>: A.W. DAVIES SLOVER AVENUE SEWER IMPVTS 1638 SLOVER AVENUE FONTANA CA 92335 ............................... Invoice Ufa i✓.rrt;:::::::.::::::::.:: Invoice Number Invoice Date Purchase Order No. Delivery Date Sales Order Number Delivery Number Payment Terms Payer Incoterms Carrier Net Weight Salesperson Entered by 180077955 03/05/2002 JN 209 03/04/2002 1063686 60081391 NET 30 DAYS FROM INVOICE DATE 800033131 A.W. DAVIES SLOVER AVENUE SEWER IMPVTS PCBP Delivery 44,150 LB R. KAELIN J Battistini See reverse side for terms & conditions of sale Item Material / Description Quantity Unit Price Amount 0030 0040 0050 100011575 8"X6'VCP SS 100008432 6" X 5' VCP SS 200003596 LUBE (1/2 GALLON) MAR 7 '2 a oq/soo a,, 134EA. 220 EA 8 EA Material Total Total Tax Amount Total Amount... 5.34 /1 FT 3.87 /1 FT RE( Jun BY. l�a ~1r-� TOTED 1.1 2002 4, 284.79 4,257.00 8,541.79 661.99 $ 9,203.78 PO Box 160488 Sacramento, CA 95816-0488 Terms: Up to 04/30/2002 without deduction a division of PACIFIC COAST • building products • • LETTER OF TRANSMITTAL CITY OF FONTANA ENGINEERING DIVISION/SPECIAL PROJECTS 8353 SIERRA AVENUE FONTANA, CA 92335 ATTN: DON GDULA 909-350-7632 DATE: March 14, 2002 PROJECT: Stover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue TO: Albert W. Davies P.O. Box 215 Rancho Cucamonga, CA 91729 ATTN: Les Davies, Vice President We are sending you: The following items: (. ) Drawings ( ) Prints ( ) Plans ( ) Samples ( ) Specifications (X ) Attached ( ) Under separate cover via: ( ) Copy of a Letter ( ) Change Order ( ) Check Prints ( ) Studies (X) Other: Material Submittals COPIES DATE DRAWING NO. 4 SHEET NO. DESCRIPTION Clay pipe, Concrete mix design, Manholes, and Frames and covers PURPOSE: ( ) For your information/records ( ) For approval (X ) Approved as submitted ( ) For your use ( ) Approved as noted ( ) As requestesd ( ) For review and commet ( ) Returned for corrections ( ) Other ( ) For bid due: ( ) Prints ( ) Originals returned after loan to: REMARKS: No exceptions taken PLEASE: ( ) Submit originals ( ) Resubmit copies for approval ( ) Submit copies for distribution ( ) Return corrected. prints ( ) Other COPY TO: Steve Bauer, Consultant Public Works Inspector SIGNED: TRANSMITTAL LETTER MASTER REV: 2/02 Donald Gdula UXIflG LETTER OF TRANSMITTAL Engineers/Planners/Surveyors 2151 Convention Center Way, Suite 100B Ontario, California 91764-4464 (909) 937-0200 Fax (909) 937-0202 TO: WE ARE TRANSMITTING THE FOLLOWING: DATE: •.. t t Iov JOB NO.: MA-1 I ATTENTIciN: Lea &ov t.A- RE: -00, (L. ,o,, :x,---\-1Q.. Pa`,~"- -r" z,ea.-r L—ATTACHED 0 UNDER SEPARATE COVER VIA ❑ SHOP DRAWINGS ❑ PRINTS 0 PLANS ❑ COPY OF LETTER 0 CHANGE ORDER c —ORIGINALS THE FOLLOWING ITEMS: ❑ SAMPLES COPIES 5 DATE NO. DESCRIPTION 64lice tri,c00-c !HESE ARE TRANSMITTED AS CHECKED BELOW: FOR APPROVAL dar APPROVED AS SUBMITTED FOR YOUR USE 0 APPROVED AS NOTED AS REQUESTED 0 RETURNED FOR CORRECTIONS FOR REVIEW AND COMMENT 0 FOR BIDS DUE 19 ❑ RESUBMIT ❑ SUBMIT ❑ RETURN _ COPIES FOR APPROVAL COPIES FOR DISTRIBUTION CORRECTED PRINTS 0 PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: SIGNED: �3i-aka Office Use Only 0Corr 0TM 0Sv DUt DHy/So ❑PC/Per ❑Cale MAR. 8.2002 1:03PM INLAND CONCRETE ENT. NO.179 P.2 • Inland Concrete Enterprises INCORPORATED 1969 March 6, 2002 TO: A.W.Davies PROJECT: City of Fontana MATERIAL, SUBMITTAL We will be using the following materials for the construction of the sewer manholes, Concrete Mix Design - 560-C-3250 (class B) Frame & Cover 1170 w/the lettering "S" in the center for 48" I.D. Manhole, Precast Manhole shafting will include standard steel, reinforced Copolymer Polypropylene steps. (1/2" dia. Grade 60 rebar) Submitted by: Ernest Rocha Engineering Department cc: Drawings attached ER:arm CORPORATE OFFICE 2434 RUBIDOUX BOULEVARD RIVERSIDE, CALIFORNIA 92509 PHONE: (909) 789 9720 FAX: (909) 784.4385 american mete ipe association L. D. KING ENGINEERING . CO., INC. 'it!IS SHOP DRAWING HAS BEEN ;CHECKED FOR GENERAL AGREEMENT WITH THE SPECIFICATIONS AND d CONTRACT DRAWINGS. FABRICATING DIMENSIONS, QUANTITIES OF MATE- RIAL, APPLICABLE CODE REQUIRE- MENTS, AND OTHER CONTRACT IREQUIREMENTS ARE THE CONTRAC- TOR'S RESPONSIBILITY. ❑ 2511 HARMONY GROVE ROAD ESCONDIDO, CALIFORNIA 92029 PHONE (760) 737.8590 FAX; (760) 737-8593 CA LIC: 476110 NO EXCEPTIONS TAKEN MAKE. CORRECTIONS NOTED AMEND - RESUBMIT REJECTED - RESUBMIT BY: . rZ 1 JZ- DATE: 3 /I t jo'L ❑ 4801' EAST WYOMING STREET TUCSON, ARIZONA 85706 PHONE; (520) 746.1607 FAX: (520) 748.1698 AZ LIC: 075463.005 MAR. 8.2022 1:03PM INLAND CONCRETE ENT. NO. 179 P. 3 • Inland Concrete Enterprises INCORPORATED 1969 Subject: Concrete for Manhole Base Project: t 4.. o F, 4 4_.ja-L A.14),• DA-V Ire_5 The mix design 560-C-3250 consist of: Cement - 560 pounds Riverside • Sand 1464 pounds Rock - 1752 pounds Grading c -non-reactive Water - 32 gallons to equal 3" slump =/-1" Each delivery will be accompanied by a certified delivery ticket signed by a private weighmaster. Sincerely, Inland Concrete. Enterprises, Inc. Ernesto Rocha Engineering Department JW:arm CORPORATE OFFICE 2434 RUBIDOUX BOULEVARD RIVERSIDE, CALIFORNIA 92509 PHONE: (909) 788.9720 FAX: (909) 784-4365 ❑ 2511 HARMONY GROVE ROAD ESCONDIDO, CALIFORNIA 92029 PHONE: (760) 737-8590 FAX: (760) 737.8593 CA LIC: 476110 � american`, go•ele ipc Association L ❑ 4801 EAST WYOMINQ STREET TUCSON, ARIZONA 85706 PHONE: (620) 748-1607 FAX; (520) 748.1698 AZ WC: 075463.005 MAR. 9.2002„ 1:04PM.• INLAND CONCRETE ENT. • NO.179 P.4 NOTES, Oimonsionol tolerances, method of monulacture, reinforcement, and concrole shell conform to ASTM C-17O WING 1 COVER GRADE RINGS r ECCENTRIC CONE RISER SHAFT RISER SHAFT RISER SHAFT BASE SHAFT - N.• 7 Ilflf S 010MfL11TM fus - totrommts l 11=4 SUP f,•.cwf VAI tES' I'I 1. ' 311 or 6" ii u • 1, L. MORTAR'FOR Q' BE CLASS "B" tiff'" I.D. —�N., 1NPl1 1' arf —�• 1D w.w "A 0 IIW LONCOLOIMUI r.• gip,,, / : ,A.00f ;C6ETE FOR BASE ;BCs�—C-3250 j,#1'�y�i �./ !�',� / !'�JIY••w��,711 �� l,lfil:� ,r`f. ••. 4,/S.1, 11y4..,... �r1 • ,A I,Ir,1ti•r•?l....4. ,1• �•,�- gilt 1'610'r(kt, I,,r.,. { „� III•• I ,r. .y .. .., 1N.,.„ .,,.: An.. ks.r.. 3r•f'•.;'4,•. 9+ MI111MUM Cost--in—Ploce manhole base to be constructed In a single pour, Cost in place shelf and invert channel to rociavo a trowelled finish, Prams!. Manhole Sections .00,r blr with standard Steel Reinforced Copolymer Polypropylene Manhole ;'Steps (1/2" 0 Grade 60 rebor). Other styles / types of manhole GO' x 24` steps can be furnished It specified, ECCENTRIC CONE HEIGHT 3G" RISER SHAFT 15" TYPICAL RISER SHAFT 30" TYPICAL RISER SHAFT 45" TYPICAL INTS SHALL -•- 6" WALL DASE SHAFT 12" M NIMUM 45- MAXIMUM • (in 3" increments) • ELEVATION '• OCALE N. Y N K .• • • Id • o SI•IALL -7Z NSIAMI) • ("(G JDNI •CA1.6 JONT ,.. 24' JOINT DETAILS INS MII(D • artD , i • :r', JONT •TWIT • ' SCALE, a iiirt101211T 11 MT•51ad.C':;,,,,;'.t FLAT.SLAD TOP (109 thick) Is • 11,11:gek,, AVAILABLE In Ileu of £CCEF' TRIO ;CON ��; s' � Nola *Inptf ff, O. ,fU Kurnool" louLton' VIli normintim, rMrrWel rI a ,�,yf,J I /4ti'I trot pi-Na � 1 ••I, :,1 rA , 1r' r i Acimr;_AN 19/1 ITS'LC* ,7/O'^I' ypIA 4,1,h,,, l 4' '/S''x 24' PRECAST MANHOLE, +,1�:'', • with CAST -IN -PLACE BASE "•, �,I' lii ••: 4,?'a IIY PLORC Igr45 01, • INLAND CONCRETE ENT. • t �1�Yuu NO.179 P.5 MANHOLE COVER AND FRAME FOR TRAFFIC PLATE CLEAR OVERALL NUMBER OPENING FLANGE *A-1170 22V2 331/4 A-1171 - Same as above with Grate A-1172 — Inner Pan HEIGHT APPROX. WEIGHT 6 135 375 70 Radial Block Tread, Covers and Frames Machined to FII, Painted: Bituminous Paint. Letter Designation to Suit. By turning the cover an in a CLEAR OVERALL UMBER G FLANGE * A-1176' 2 31 3/4 41ib 365 r.l degrees engages Iwo fingers on the cover ne on the frame, locking or releasing the cover. HEIGHT APPROX. WEIGHT Diamond'Tread. Covers and Frames a Fit. Painted: Bituminous Paint, Lefler Designation lo Suit. 'Conforms to County Sanitallon District Drawing S•: Los Angeles County Drawing S•35, PLA 181 MANHO..,.. r t l ' AND FRAME OR TRAFFIC CLEAR A-1270 2 Square Block Tread. Cover Guides, I Machined to FII. Painled: Biluminous Palnl. ' OVERALL HEIGHT APPROX. FLANGE WEIGHT 34 G 440 and Vent Holes, Covers and Frames Designation lo Suil, * — signifies more favorable stock and volume produclion • GIs ,3" 11 F(cif ):,11411: ,i... 11ny 44:17A4'eci" �di� d:� 0•�;Ep�;,t,::+i ..: . 1 woc"w nn�c`l'n.r�oJ+°�on A�1r1A lVITRIFIE% w w u—I r m o MITERED 1/4 or 90° BEND VII.FIEO CLAY STRAIGHT PIPE FLAT BELL PERFORATED PIPE, 4", 6" & 8" (i4•HtmrHie...z i,.: -.N e: «. ..e :1.:it2: S ,a :: di .�i v..:.t.'-Rm.'FJ�9". •: .'x'rvre-s;:cr,ua,n�j PERFORATION DETAILS CROSS SECTION FOR PERFORATION LOCATION END VIEW OF BELL SIDE VIEW 0 0 0 0 0 0 d• [Holes 3' on center.) Centering lug NOTE: Perforated pipe 10" or larger, available with full bell only. MITERED 1/8 or 45° BEND (1 /16 or 22 1/2` bend also provided) HANDHOLE TRAP SWEEP 1/4 or 90° BEND (Available in 4" only.) PLAIN SWEEP 1/8 or 45° BEND (Available In 4" 8 6" only.) TEE SADDLES COLLAR SWEEP 1/16 or 22- 1/2° BEND SQUARE BASE (Available In 4` & 6" only.) PIPE JOINTS The joints on SPEED -SEAL pipe are composed of two resilient sealing elements, factory molded of polyurethane and factory -bonded to the bell and spigot ends. When lubricated and pushed together in assembly, the opposed bead portion of the bell and the spigot casting deform to give a predicted, residual, compression around the full circumference of the seal. The polyurethane formulation is impervious to attack from detergents, acids, alkalis, and gases normally present in sewer lines. The joint shall conform in all respects to ASTM designa- tion C 425. The unique design of the SPEED -SEAL polyurethane joint provides a high degree of compression between the bell and spigot castings without undue hoop stress on the bell. Shaded areas may be ca91 in some lerper dlameleri0inte,tlependinp on manulecluring method. PL it tII'IJNGs (1....._ DOUBLE WYE PLAIN WYE ,421 DOUBLE TEE REVERSE WYE WYE SADDLES COLLAR TEE DROP MANHOLE TEE SQUARE BASE (Available In 4" only.) 4" WYE - TEE COMBINATION DROP MANHOLE SPECIAL TEE 4"X6" 6" X 8" 8" X 10" INCREASER CLAY STOPPER 8" thru 24" DROP MANHOLE 1/4 BEND INCREASER POLYCAP STOPPER 4" thru 8" BEDDING PRACTICES Under normal conditions, no special bedding is required in laying SPEED -SEAL Vitrified Clay Pipe. The bedding is prepared the same as for any bell and spigot pipe, in accordance with sound engineering practice. In order to obtain proper performance of the pipe and joint, holes must be dug at each bell and the entire length of the pipe barrel must be supported by firm bedding of undisturbed native soil or imported angular bedding materials. At one time, a hand shaped trench bottom conforming to the barrel of the pipe was considered the simplest method of assuring the load bearing capacity of the pipe. However, selected angular bedding materials have proven to be the more effective method and, in the long run, the most economical procedure. Attention is called to ASTM Recommended Practice C 12 for installing Vitrified Clay Sewer Pipe. Pipe lines utilizing the type of pipe and joint covered by this specification are designed to meet "Field Performance and Acceptance Tests", as noted in ASTM C 12. Contact your local office for recommended infiltration or low pressure air test criteria and procedures. SPEED -SEAL LUBRICANT Sufficient quantities of this liquid lubricating material are supplied with each order of SPEED -SEAL. Furnished in plastic contain- ers. Apply full strength as directed on the container label. When excessive water conditions exist a paste formulation is available. TYPE OF PIPE The pipe shall be of the type kno extra strength vitrified clay pipe manufactured t0 t or exceed all requirements of ASTM C-700 and SSPWC "Greek". Pipe shall also meet the requirements of the 1 below. Tests should be performed in accordance with ASTM Methods 301. Uunens'0ons SW,ecl la nomad winnows us donned by ASTM C700 MINIMUM 3•EDGE BEARING STRENGTH Nominal Inside Diameter Inches (mm) and Cladding, McDonn Outside Diameter of Bell Inches 1mn ( I Specdleon°na CR7 Thickness of Barrel Inches (mm ) Nominal Length It. m) ( - 'Weight Ib'lt. k m (9' ) ASTM C•700 Extra Strength !bit/ (kNI ) linear 11. linear m SSPWC "Green Book" Extra Strength Ibl (kN ) linear It. linear m SSPWC"Green Book" High Strength lb, (kN' ) linear I1, linear m 4 (100j_ (161__ 5._..__ (1.52) 115) (29.2)._...2000._ 129.2L. 2200 (32.1) __ 5_.__,. (150)._ _-__8___(203)_-_-,5/8. 11_(279)___ 7/8 • 5 __10 20 (30) ,._2000 2000 2000 (2_9.2)_ , ___.1) (200) 14 _(22) 1 125) _(1_52) 6 (1.83) 130 (45) -(29.2) _ 2200 (321) 2200 (32.1) _2200 2400 (35.3)__ ___6_ 10 ' (250) _4355) 16 (406) 1-1/16 (27)__ (1,83) 45 • 2400 2400_ (35_0j__ 2600 (38.5) 12 (300) 19 (483) 1-1/8 (29) __6 6 (11.83) __(65) 50 (75) -_135.9)_ 2600 (37.91 2600 (37.9) 2900 (41.7) 15 (375 24 (610) 1-5/8 (41) 6 (1.831 90 (135) 2900 (42,3) 3100 (452) 3400 (49.7) 27 (686) (1.83) 5 (209) 3300 (452) 3600 (52.5) 4000 (57.8) .18 _1450) 21 525 31 (7871 _2 __.451) 2-1/4 (52) 6 (1.83) 170 (255) 3850 (562) 4200 (61.3) 4600 (67.41 24 (600 35 (889) 2-1/2 (64) 6 (1.83) 225 (335) 4400 _164.2) 4800 (70.2) 5300 (77.2) 27 675 39 (991) 2-7/8 (73) 6 (1.83) ?85 (425 4700 (68.6)_ 5200 (75.9) 5700 (83.3) 30 750 42 (1067) 3 (76) 6 (1,83) 320 1475 soon (2.19) 5500 (80.3) 6100 (88.3) 1194) 3.3/8 (86) 6 (1 63) 415 1620 0.-480 3) 5800 (84 6) 6400 (93.0) 36 900 51 (1295) 3-5/8 (92) 6 (1.83) 445 (660 .000 87,6)_, 6300 (91.9) 6900 (101.1) 39 975 55 (1397) 3-7/8 (98)_ 5-1/2 (1.66) 540 (80 660n (95.3).- 6600 (96.3) 7300 (105.9) 42 1050 • (1500) 4-5/16 (102) 5-1/2 (1.68) 555 (825) III . 7000 (102.2) 7700 (112.4) ' Weights are approximate. CURVED SEWER INSTALLATIONS When sharp radii requiring greater deflection is indicated, alter- nate methods o1 using shorter length pipe - beveling of spigot up SPEED-SEAL faclorilyED this type installation. to 4° before molding and bonding resilient elements to pipe - or When it is necessary to use a curvilinear alignment due a combination •of criteria may be employed. to terrain or to avoid existing structures, the following Degree design and installation criteria may be safely employed: perjoint -} I J �j�_ 360 deg. L o = Allow deft. angle per joint x L = Length of 1'i i Inches per foot R = pipe o deg. 2 Tr R = Min. Radius of Curvature , j , if Note: when o is maximum R will be minimum Approx. Max. Dell. MINIMUM RADIUS OF CURVATURE • FEET Nominal Pipe Size Max. Deft. at Each Joint per foot of pipe ASTM - C-425 6' Pipe Length ' 5-1/2' Pipe Length 5' Pipe Lenath 4-1/2' Pipe Length 4' Pipe ' Length 3' Pipe Length 2' Pipe Length 4"-12" 2.39°. 1/2" 144' 132 120' 108' 96' 72' 48' 15"-24" 1.79' 3/8" 192' 176' 160' 144' 128' 96' 64' 27"-36" 1.21° 1/4' 288' 264' 240' 213' 189' 142' 95' 39"-42" 0.92° 3/16" N/A 352' 320' 280' 249' 187' 125' SYNOPSIS OF SPECIFCIATIONS APPLICABLE TO CLAY PIPE PRODUCTS'Green ItI ITEM Bonk" SSPWC ASTM ' AASHTO . ,.� ' Vitrified Clay Sewer Pipe Sect. 207.8 C700 M65{; t ik Joints for Vitrified Clay Sewer Pipe Sect.C425 208-2.3 Perforated Vit•Clay Pipe C700 M65 ,,, +: - Method for Testing Clay Pipe Sect. 207-8.5 C301 - 4 Recommended practice for installin Vit-Clay Sewer Pipe C12 - ,--k... ,,;; 1 , Drain Tile C4 M66 Flue Lining C315 "' NOTE: Federal Specifications SS-P-361e and SS-P-359b have been cancelled in deference to ASTM Specifications C700 and C425. 0 APPWCA!ION ME4HOOS JOINTS FOR HELD CUT SECTIONS AND TRANSITIONAL REQUIREMENTS - INSTALLED WITfi EASE, SPEED, AND ASSURED SECURITY OF PERFORMANCE - TO MEET EVERY VIT-CLAY PIPE JOB CONDITION. TRANSITIONAL CONNECTIONS Connecting SPEED -SEAL Vit-Clay to Regular Bell and Spigot Vit-Clay Pipe. r fold cut end of regular pipe bell removed Banded Rubber Coupling Compression toms pipe spigot u'nioved onnecting Plain -End Vit-Clay to SPEED -SEAL Connecting 4" Plain -End Vit-Clay to 6" SPEED -SEAL it -Clay Pipe. Compression tom! pipe • bell end l �1 i Coupling pipe transitional stub - 4" or 6" (starter stub) onnecting 4" Plain -End Vit-Clay to 6" lain -End Vit-Clay Pipe. plam•end vdbolay pipe " x 6" banded rubber increaser co piing • Vit-Clay Pipe. Coupling Pipe 4" x 6" transitional increase! stub / � L 6" compression joint pipe • bell end lIB 4` plain•end vmclay pipe Connecting Plain -End Vit-Clay - Regular Plain -End or Field Cut Spigot End of Compression Joint Pipe - to P.V.C. Pipe. Elastomenc Bushing Banded rubber coupling Plain•end P V.0 pipe Plain -end vd-day pipe BUILDING SEWER OR HOUSE SEWER TERMINAL CONNECTIONS CONNECTIONS FOR INSERTION OR REPLACEMENT OF SECTIONS OR FITTINGS INTO EXISTING VIT-CLAY PIPE LINES Procedure for 4" and 6" Sanitary Sewer Lines Step 1 - Using pipe cutler, cut out section of the line to the exact length of the plain -end lilting or pipe length to be used for replacement. Step 2 - Cut out center fins of 2 banded rubber couplings. �!I ['11 Step 3 • Side banded rubber couplings over cut ends of existing line to full depth of couplings. —11 Step 4 • Insert plain -end section or fitting into position, slide coupling into joining position, and tighten couplirig clamps in usual manner. Procedure for 8",10" and 12" Clay Sanitary Lines - Using Sewer Repair Couplings with External Shear Rings onnecting 4", 3" or 2" Cast Iron or Schedule 40 Connecting 4", 3" or 2" Cast Iron or Schedule 40 Same procedure as in Step 1 through 3. lastic Pipe to 4" Speed -Seal Vit-Clay Pipe or 6" Cast Plastic Pipe to 4" Plain -End Vit-Clay Pipe or 6" on or Schedule 40 Plastic Pipe to 6" Speed -Seal Cast Iron or Schedule 40 Plastic Pipe to 6" Plain - it -Clay Pipe. End Vit-Clay Pipe. Ve•Clay pipe al b with coupling. Cast ran pipe (plain -end or beaded) or Schedule 40 plastic pipe. �11 1 >repression joint vil clay pipe or toting Elastomenc bushing Banded rubber coupling Plain -end vit•clay pipe or lilting. Cast iron pipe (plain -end or beaded) or Schedule 40 plastic pipe. Elastomenc bushing 0 Step 4 - Slide repair couplings to point where each Is centered over pipe ends and tighten take-ups on both the shear rings and sealing bands. Same procedure may be used for 12" through 42" Vit- Clay lines utilizing CERAMICWELD Couplings. • () GLADDING, Mc BEAN W a division of PACIFIC COAST building products Sales office locations; 4301 E. Firestone Blvd. • So.Gate, CA 90280 1747 24th St. • Oakland, CA 94607 (213) 564-5654 • (213) 564-7874 Fax (510) 452-4785 • (510) 238-8382 Fax Manufacturing facility located in Lincoln, CA GMB PCBP 5M 6/93 CON4ECJOOS b AJIAPTEOS Available to the pipe, laying contractor - through the local dealer or directly from the manufacturer - is a wide selection of couplings and adapters to satisfy every vit-clay pipe job requirement for field -cut and transitional connections or plain -end pipe joints. BANDED RUBBER COUPLINGS Used for the joining of regular or field -cut plain -end Vit-Clay pipe to same GMcB Couplings Available in 4", 6" and 8" sizes. Manufactured for Gladding McBean. GMcB Shearband Couplings Available in 6" and 8" sizes. Manufactured for Gladding McBean. BAND SEAL Type Sewer Repair Coupling Available, with outside stainless steel shear ring, in 6", 8", 10" and 12" sizes. Supplied by Gladding McBean. INCREASER Coupling Available in 4" and 6" for use in joining 4" plain -end Vit-Clay pipe to 6" same. CERAMICWELD Couplings Available in 12" through 42". TRANSITIONAL BUSHINGS FOR RUBBER COUPLINGS Used in combination with banded rubber couplings for increaser or identical size transitions - Plain -end Vit-Clay to cast iron (CI), Plastic (PL). ELASTOMERIC BUSHINGS Sizes and Types Available: 4"x2"CIorPL 6"x6"CIorPL 8"x8"CI 4"x3"CIorPL 6"x6"AC 10"x 10"CI 4"x4"CIorPL 6"x6" 12"x 12" CI "Cl" Types are supplied "Beaded" or "Bald". Available from Gladding McBean. Gladding McBean to Mission Clay Pipe use 6" x 6" above. TRANSITIONAL STUBS Used to join plain -end rubber coupling pipe to the bell end of SPEED -SEAL. Available in 4", 6" and 8" sizes. Manufactured by Gladding, McBean. TRANSITIONAL INCREASER STUBS Used to join 4" plain -end rubber coupling pipe to the bell end 6" SPEED -SEAL. Available In the 4" x 6" size only. Manufactured by Gladding, McBean. VITRIOED CLAY PIPE PRODUCTS BY CLADDING, McBEAN & CO. The following nominal dimensions of vitrified clay pipe fittings are representative of industry standards in the western Region. Reprinted from the 1967 edition of the Materials Section of The Vitrified Clay Pipe Engineering Handbook as published by the Western Region of the National Clay Pipe Institute. DOUBLE WYES Double "Y" branches are mode by setting two spurs opposite each other on the same barrel at an angle approximately 45 degrees. Barrel Diameter Inches Spur Diameter Inches A Inches • B inches 4 4 11 91%6 6 4 12K6 111/2 6 6 14 (6 121/3 8 6 15% 14 NOTE: Dimensions A and B are approximate. LENGTH OF FITTINGS 4" 15 Inches 6" 2 Feet 21/2 Feet (Min.) 8" 45" BENDS — Long Radius Rc L Diameter Inches Inches Inches Approximate Approximate 4 . 16 13 6 18 14 90° BENDS — Long Radius Rc L Diameter Inches Inches Inches Approximate Approximate 4 12 19 6 16 24 90° BENDS, MITERED Short and Long Spigots (Dimensions A through H are approximate) "Y" SADDLES Diameter A Inches I Inches B Inches C Inches 4 11/3 11/3 61/4 6 2 1116 9 8 21/z 11/3 12 Diameter Inches A Inches B inches C Inches 4 21/2 1116 61/2 6 3 1h 9 8 31/4 11h 12 "T" SADDLES Made in diameters of 4", 6", 8", 10", and 12". REDUCERS Reducers are used to reduce the size of the main to a smaller diameter. The socket is on the larger end. A Inches B Inches C Inches D Inches 4 6 7 12 6 8 7 15 8 10 7 18 INCREASERS Increasers are used to increase the size of the main to a larger diameter. The socket is on the smaller end. A B C 0 Inches Inches Inches Inches 4 6 61/e 8 h—A--{ :I T 1 Diameter Inches A B C D E F G Ft 8 33 1 3% 7$ 9 7% 91A 91/ 8 33 1 12 16 9 7% 91/4 173 10 3% 1 3% 8% 11 8% 101/4 101/ 10 3% 1 12 17 11 8% 101/4 18%s 12 31/2 1 37/e 93/4 13 93/4 113/4 113/ 12 3'/s 1 12 181/4 13 93/ 113/ 191/2 45° BENDS, MITERED DIMENSIONS OF CLAY PIPE TEES "T" branches are made with the spur set on the barrel at an angle of 90 degrees. NOTE: Dimensions A and B are approximate. LENGTH OF FITTINGS 4" 15 Inches 6" 2 Feet 8 21/2 Feet (Min.) 10" 21/2 Feet (Min.) 12" 21/2 Feet (Min.) 15" and up 5 Feet DIMENSION OF CLAY PIPE WYES "Y" branches are made by molding the spur on the barrel at an angle of approximately 45 degrees. NOTE: Dimensions A and B are approximate. LENGTH OF FITTINGS 4" 15 Inches 6" 2 Feet 8" 21/2 Feet (Min.) 10" 21/2 Feet (Min.) 12" 21/2 Feet (Min.) 15" and up 5 Feet, Diameter Inches AdC I. Inches Approximate B8D Inches Approximate E&F Inches Approximate 8 3% 7% 5% 10 3% 8% 6% 12 3% 93/ 67/a 15 37/s 111/ 71/2 18 41/a 12% 8 Y2 21 4% 14% 93/ 24 4% . 161% 10% 27 Os 17% 11% 30 4% 19% 121/a 33 5 207/s 123/e 36 5 221 13% Barrel Diameter Inches Spur Diameter Inches A Inches B Inches Barrel Diameter Inches Spur Diameter Inches A Inches B Inches N N N N 05 CO Co Co CO th U U tn U N N N N N 0 0 0 0 CO CO CO P P A 4 6 616 24 6 8% 17116 4 616 7K5 24 8 9% 17% 6 716 71% 24 10 11% 18% 4 63/e 8% 24 12 12% 18% 6 7% 8%6 24 15 14% 18% 8 83/4 81/ 27 6 91% 1916 4 6% 91/2 27 8 10% 19% 6 77/s 9 16 27 10 11% 20% 8 8% , 9% 27 12 12% 20% 10 97/8 97/s 27 15 14% 20% 4 6% 10% 30 6 9% 213K6 6 81% 1074 30 8 10% 21% 8 9% 101/2 30 10 11% 213/ 10 10% 11 30 12 13% 22 12 11% 111/4 30 15 14% 22 6 81/e 12/6 33 6 10 22116 8 9% 12% 33 8 11 23 10 10% 127/s 33 10 12 23% 12 11% 13% 33 12 13 233/ 15 13% 13% 33 15 15 233/ 6 8% 1416 36 6 101/2 2416 8 9% 14% 36 8 111/2 24% 10 10% 14% 36 10 121/2 25% 12 11% 151/e 36 12 131/2 25% 15 12% 15% 36 15 151% 25% 6 8% 16 39 6 10% . 2616 8 93/e 1616 39 8 11% 26% 10 10% 10'6 39 10 12% 27% 12 11% 16116 39 12 137/s 27% 15 13% 16116 39 15 152/e 27% Barrel Diameter Inches Spur Diameter Inches A B Inches Inches Barrel Diameter Inches I Spur Diameter Inches A Inches B Inches 4 4 11 9116 24 6 25% 27% 6 4 1216 11% 24 8 27% - 283/ 6 6 14/6 1216 24 10 291% 30% 8 4 133/a 13 24 12 311% 314 8 6 15% 14 24 15 32% 33% 8 8 16% 15% 27 6 28% 30% 10 4 14% 1416 27 8 30% 3114 10 6 16% 15% 27 10 31% 32'/e 10 8 183/e 16% 27 12 33% 341/2 10 10 20% 18% 27 15 34% 36% 12 4 15% 161/ 30 6 30% 3216 12 6 17% 171/ 30 8 32% 331/2 12 8 19% 19 30 10 341/s 3514 12 10 21% 20 30 12 35% 361/2 12 12 23% 21% 30 15 36% 3816 15 6 19% 19% 33 6 321/2 34% 15 8 21% 21 33 8 34 36 15 10 221% 22% 33 10 36 37% 15 12 25% 24 33 12 371/2 39 15 15 26% 252/e 33 15 37112 407/s 18 6 21�/e 221 i6 36 6 341/2 3716 18 8 237/a 23% 36 8 361/2 3816 18 10 257/e 2516 36 10 381/2 39116 18 12 26�/a 26116 36 12 39 4116 18 15 29% 281146 36 15 39 43% 21 6 23% 25146 39 6 36% 40 21 8 25% 2616 39 8 383/s 411/e 21 10 277/a 271346 39 10 40% 424 21 12 29'/e 2916 39 12 41% 441/8 21 15 307/a 31 146 39 15 41% 46 PROJECT TITLE: Stover Ave Sewer Improvements tleli0- DZ. ......................... ................................................... SUN MON:::;::: TUES WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: r SUBCONTRACTOR: rp SUBCONTRACTOR: SUNNY 32-49 P.C. 50-69 CALM, fv[iaLfM MODERATE RAIN 85-94 SNOW 95-UP HIGH CONTRACTOR S.W0RK FORCE II Operators (® ) 1 Laborers ( 0 ) Z Pipe Layers ( ) Foreman ( b ) 1 Cement Finishers ( ) Mechanic ( ) Welders ( ) Teamsters ( ) Carpenters ( ) Flaggers ( ) EOtJIPMEN I IN USE OR [DEED (IdantilY Wtrfc Backhoe( 4) Loader( • ) Water Truck ( o) Sweeper () Wacker ( ) Pavement Grinder ( Blade ( ) Excavator ( ) Vibrating Roller (1 ) 3 Ton Boom Truck ( ) ( ) Crew Truck (• )1 Wheel Loader ( ) 3/4 Ton P.U. ( O ) 1 18 W. Dump truck ( 1 ) Compressor ( ) Welding Rig ( ) Rubber Tire Roller ( ) MATERIALS OR.EQfJ[PMENT.DELIVERED......:»':> A.C. CIPMEah i9Atiaitarr .................................................................. .................................................................. NON CONFORMiNG'MATERIALS: ...................................................................................... R;WORK.(Reasor FIEI D P.ROQLEMS. (Which:could resu(.t: m.deiaybr clam) . .................................................................................................................................................... FOL LOW. UP .fNSPECTlONS OF..P.REVIOUSL;Y REPORTED>DEFfCIENCfES,..:. SUMMARY OF CONSTRUCTION ACTIVITIES:: �tl I1,L6 I6 tut tt M 14 IDS . 2 .2S1 " ?.o A ul W RN►ARKS, Traffic control picked up at 1520 hrs with no incidents INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements CON TUES;;;;:; #)A1(::.:>::>•;:.:;;:,;•,;;. • SUN WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: 111 SUNNY 32-49 ciZaDo P.C. 70-84 MODERATE RAIN 85-94 SNOW 95-UP HIGH COI*ITRACTORS WORK FORCE Operators (® ) 1 Foreman (0) 1 %EGtiJIPM N7 IN'UsE OR IDLED (Ident WIMileh7 Backhoe ( 0 ) Water Truck ( • ) Wacker ( ) Laborers ( 0 ) 3 Cement Finishers Loader( 0 )I Sweeper (0 ) Pavement Grinder ( Pipe Layers Mechanic ( Blade (I ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck Welders ( ) Carpenters ( ( Wheel Loader ( ) 18 W. Dump truck ( 1 Welding Rig ( ) Teamsters ( ) Flaggers ( ) Crew Truck (t)) 3/4 Ton P.U. ( R) i. Compressor ( 1 ) Rubber Tire Roller ( ) MATERIALS OR EQUIPMENT DI✓L1V:ERE�.....>> IFORMI:NC.MATERIALS OF3 WORK:(Reason for..no -conformaricee) :: r FIELD PROBLEMS (W hich could result m delayiorclaim) €.LOW U:P INSFECTIONS: OF PREVIOUSL Y' REPORTED DEFICIENCIES ..::. S€JMMARY:OF CO.NSTI�L1CT1QN ACT€VITIES ::: 'Net agea, AWATitik) 1-4 i L 5 »i alc, �t D S 4.12a. �etD lit a l4 s t w rr V mabi ktro is.I LUL Ali-tsao net-placed-i using w A ed. <REMA K$ (Traffic control was as per previous days. Traffic control picked up at 1520 hrs with no incidents FAG( INSPECTOR: II II;::I:::1I PROJECT TITLE: IU).,I I . II I JII Stover Ave Sewer Improvements v?i' i:::S l . t1AY?'> SUN MON TUES WED THURS F I SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Jaime Ramirez SUBCONTRACTOR: SUBCONTRACTOR: SUNNY <PC3 OVERCAST 32-49 50-69 70-84 �C:ALM�j MODERATE RAIN SNOW 95-UP HIGH ........................................................................... GDNTRACTOR'S:W0RK FORCEi ::. Operators ( 6 ) Foreman ( e ) .1 Laborers () Cement Finishers ( Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( EQ UIPMENT I N. USE OR IDLED (IdentiW Whk Backhoe ( ® ) Water Truck ( ) Wacker ( ) Loader ( ) 1 Sweeper ( 1p ) Pavement Grinder ( Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) ( Wheel Loader ( ) 18 W. Dump truck ( 1 Welding Rig ( ) Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( .................................................................................................. MATERtAtS.OR EQUIPMENT.DEUVERED. >:..... . LION CON ORMING MATERIALS O.R:WORK:(Reaso for non;ebnfortr ance) EIELI�.PROBLEMS.(1Mlrch:could.resu[t:.m.delay':occ[arri: ',: _ < PacBell on site with four trucks splicing south side. LOW UP. LNSRECTIbNS:OF: PREVIOUSLY' REPORTED DEFICIENCIES,.....: SUMMARY: '�F CQ.NSTRUCTJON ACTIVITIES': .PAtifi 1) Cc91 RLit�37c%u i►Si '1Lt.i ()r,ld-“ t tit!}) AlitraelifilLwas-meisturasonditioned ai they plated or temp fend. iREMARKSITraffic control was as per previous days. Traffic control picked up at 1520-hrs with no incidents PAGE INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements A1ft' SUN MON TUES WED (� RS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: SUBCONTRACTOR: Jaime Ramirez Vatice. SUBCONTRACTOR: ( RTIgvnetfi eeezto �1�1► Ij'� 32-49 L'" r4")_ P.C. OVERCAST VI 50-69 70-84 MODERATE RAIN SNOW 95-UP HIGH .................................................................. .................................................................. .CONTRACTORS. tWORK FORCE Operators ( 5 ) Foreman ( 2 ) Laborers ( 7 ) Cement Finishers ( Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( ) EQUIPMENT I N USE OR IDLED (Ide iVi• to Backhoe ( Q ) Water Truck ( m ) Wacker ( ) Loader () { Sweeper ( 1 ) Pavement Grinder ( febofe () Excavator ( ) Vibrating Roller (S ) 3 Ton Boom Truck ( ) Pdua2 (1 ) Wheel Loader ( ) 18 W. Dump truck ( 1 ) Welding Rig ( ) Crew Truck () 1 3/4 Ton P.U. ( m-) Compressor ( ) Rubber Tire Roller ( I ) MATERIALS OR ECU€PMENT.DELIVEIhED ... -ELK A.C. GaAs TI4et OIL N0N CONE0RMIP[G'MATERIALS OR;WORK.;(Reasor for non,conforr ance) FIELD.PROBLEMS lefi.66(0 -esti in delay or:ata€ .................................................................................. FOLLOW :JP..INSPECTIONS:<OFPREVIOU .................................................................... SL f REPORTED DEFICIENC€ES >:: S:f11V1MARY;OF.CONSTRUCTION ACTIVITIES: ... ,,,,.I A.0 . T 1 1J iS -s704 r' 1'1+SQ lb 11 I3-t00 `' % l oe ,u_tm WPC'- D aralitore, S S 1a .krz/xt- 4 E_ ogv,s.9 5T4 • 113 4- ao c►au() 4.vt4 Gins' -knO iklro Lec t3 l r"T, C 11.( S CID 111:15( 0/11)I tj i . 111W-Citac, M'1GC w` [� WU, IRODeaTe4CreW6 actea us epstoo 0 RMARKS'lT as per previous days. Traffic control picked up at 1520 hrs with no incidents PAC INSPECTOR: et v uutlr PROJECT TITLE: Stover Ave Sewer Improvements }y ►y}}yt� �y�µ .µ y ::::. �::t ,+.4.1 fi,"+,�.:..;<n:>::;:;: 6-1 C't�.��y�7 t/ l 1Ja.. f1'1114'' SUN MON TOES ( VEDD THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Jaime Ramirez SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: CUNNY) P.C. 32-49 50-69 CALM) OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH ........................................................... f NTRACTOR S: WORK. FORCE< Operators (m ) Foreman ( ) Laborers (® ) 5 Cement Finishers Pipe Layers ( Mechanic ( Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( ) EQUIPMENT IN:USEOR IDLED.fldentifirWhid Backhoe ( e ) Water Truck ( 4) ) Wacker ( ) Loader( e ) Sweeper ( ) ) Pavement Grinder ( Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) ( Wheel Loader ( ) 18 W. Dump truck ( 1 Welding Rig ( ) Crew Truck (c) j 3/4 Ton P.U. (• )1 Compressor ( ) Rubber Tire Roller ( ) .............................................................................................. MATERIAtS.OR::EQUIPMENT. DELI VERED.:.:.:<: €:::>::>> ........................... :..NON CONEfO RMING MATERIALS OR:WORK(Reason>:for non-conformance) FIELD RRC SLEMS.(Which:could.result mdelay or claim ): ....... .........: PacBell on site with four trucks splicing south side. ...................................................................................................................................................... FbLLOW. IJP..[NSPECTIONS::OF:PRE:VIOUSLY REPORTED DEF[CIENCIES SUMMARY OF CONSTRUCTION. ACTIVITIES:..... Icoerco riEA 1 1 AC ce4N(Isio A(L 4) ..0a:raCiatitt art, 1 E9e01. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. RE LARKS: (Traffic control was as per previous days. Traffic control picked up at 1520 hrs with no incidents PAGE: INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements REPORT # a 111 DATE _ "T. ; 8/9/02 P 1 (VO ,,ti' 1143 tiouRs y '�; 0700-1530 DAY`:k, SUN MON TUES WED THURS FRI , ",;>_ SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: SUBCONTRACTOR: Larry Plotner Inland Concrete SUBCONTRACTOR: II,WEATHER FiF 32-49 CALM P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW iMun:;a ul `+•'8 94 95-UP HIGH CONTRACT'bR'SIWORK FORCE. fl k Operators ( 2 ) Foreman ( 2 ) Laborers ( 7 ) Cement Finishers ( ) Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( Teamsters ( 1 ) Flaggers ( 2 ) EQUIPMENT IN'U'SE'J Backhoe ( 1 ) Water Truck ( 2 ) Wacker( ) IDLED (Idehtifv Whioh) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( Crew Truck ( 2 ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) 18 W. Dump truck ( 1 ) Compressor ( ) Welding Rig ( ) Rubber Tire Roller ( MA '..ERIALS;',OF "EQU 'MENT• DELIV5REC1. NON_CONFORMING'MATERIALS OR` WORK`('Reaomfor.non=conformance).. ':'1 FIELb P•ROB EMS(INtiich could4'esult in "delaybrcfaim). FOLLOW=UP'INSPECTIONS OF PREVIOUSLY: REPORTED DEFICIENCIES. 180MMAAY1.60Iddi4g..IfkObtitd4AetiVititglISINI Jaime Ramirez and crew finished cleaning of lines and has left project. Davies crew removing and replacing cold mix over native with new section of 4.5" AC over 6" CL2AB from sta 178+80 to 176+00. Base course was treated with sterilant prior to AC placement. Don Gdula and I field measured all Curb and Gutter, Sidewalk, and Driveway work done on site since day one. Results as follows: Curb and Gutter =170.85 LF; Sidewalk = 593.80 SF; Driveway = 657.36 SF. Worked in Fontana Eng office with Don Gdula on pay estimate and final quantities. Steve Nix visited Fon Eng office. All backfill was H2O conditioned, compacted using steel drum roller, and sterilant applied prior to placing any AC. REMARKS 'jTraffic control was as per previous days, with no incidents. PAGE: 1 White -Project File INSPECTOR: Yellow -Contractor Steve Bauer Rink •Inspe Daily lnsp Rec Sht 1-Rev 9-18-00 PROJECT TITLE: Stover Ave Sewer Improvements REPOR #' 110 l DAHTE � ;,. 8/8/02 1001 1143 HOURS 1'#''i, 0700-1530 SUN MON TUES WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Jaime Ramirez, Larry Plotner SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: ti WEATWERa ,TEMP''N,\NI ': ;,1.w: kSUNNY , 32-49 CALM P.C. 50-69 i`* `-;111l OVERCAST 70-84 MODERATE RAIN .`85 94 SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE Operators ( 2 ) Foreman ( 2 ) Laborers ( 7 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( Welders ( ) Carpenters ( Teamsters ( 1 ) Flaggers ( 2 ) EQUIPMENT IN USE OR IDLED (Identif Which)• Backhoe ( 1 ) Water Truck ( 2 ) Wacker ( ) Blade ( ) Crew Truck ( 2 ) Loader ( 2 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Sweeper ( 1 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) Pavement Grinder ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( ) MATERIALS''ORiEQUIPMENT>DELIVERED i,. '..:;I NON-CONFOR 1lNG''MATERIALS" OR. WORK�'(Reason'fornon-conformance):'.; FIELb PROSLEMS'(Which',couid result iri'delayor;clalrr ): a': 'FOLLOW-UP INSPECTIONS'OF PREVIOUSLYREPORTED;DEFICIENCIES I Inland Concrete on site and completed finishing tie-in with existing live sewer line at Poplar. SUMMARY!OFCONSTRUCTION C7IVITIES." �LI Jaime's crew completed balling of 15" sewer main; All new lines are now free of debris and ready for videotaping by city crew. Apprised Don Gdula as such. Davies crew also removing and replacing cold mix over native with new section of 4.5" AC over 6" CL2AB from sta 178+80 to 179+25. Base course was treated with sterilant prior to AC placement. All backfill was H2O conditioned, compacted using steel drum roller, and sterilant applied prior to placing any AC. ;REMARKSik Traffic control was as per previous days, with no incidents. PAGE: White -Project File yellow -Contractor INSPECTOR: Daily Insp Rec Sht 1-Rev 9-18-00 PROJECT TITLE: Stover Ave Sewer Improvements ,„ m L,0 , REPORT# , 109 ID S DATE , C ` ,';I':! 8/7/02 DAY NO ,t` 1142 (10URS «;,1,° 0700-1530 DAifg!'''Nj` SUN MON TUES 1NED 3li';f?: THURS FRI SAT ' LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Jaime Ramirez, Larry Plotner SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: aWEATHE 1 ,'t'`TEMP.., ,° F WIC'"D.'; ",i' Y S'UN,N 'ifg4 32-49 CALM P.C. 50-69 OVERCAST 70-84 MODERATE RAIN 6111I1S 9ik l, '➢6!!"try, SNOW 95-UP HIGH CONTRACTOR'SWORK Operators ( 2 ) Foreman ( 2 ) Laborers ( 7 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 ) EQUIPMENT IN USE"IOR'IDLED (Identfv.Whiell.' ,.. `. Backhoe ( 1 ) Water Truck ( 2 ) Wacker( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( Wheel Loader ( ) 18 W. Dump truck ( 1 Welding Rig ( ) Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( 'I MATERIALS'! OR EQUIPMENT.DELlVERED:, N-CONFORMING `MATERIALSORIWORK (Reason for non-conformance). „ ,: Tie-in with existing live sewer line at Poplar needs additional finish work. Still no repair of low laterals I marked. IELD'PROBLEMS (Which!'cot ldilrestht'in elay,or claim); 'FOLLOW-UP.INSPECTIONS OF PREVIOUSLY'REPORTED DEFICIENCIES:' SUMMARY',`OF CONSTRUCT ION' 4C IVITIES.IiI' Davies crew poured PCC driveway at sta 162+50 and 173+88. Jaime's crew again balling the 12" main line between MH 1 and 9. Also began excavating and removing native to 12" depth and replacing with 4.5" AC over 6" of CL2AB Davies crew paving main line in front of 7-11 store at Citrus. Also paved east of Catawba. All backfill was H2O conditioned, compacted using steel drum roller, and sterilant applied prior to placing any AC. REMARKS:'>'ITraffic control was as per previous days, with no incidents. PAGE: White -Project File INSPECTOR: !, �, ,' Yellow=Contractor Steve Bauer Daily Insp Rec Sht 1-Rev 9-18-00 PROJECT TITLE: Stover Ave Sewer Improvements A10111Il1l1l111IIII1104I11,4 1q'll REPORT # 108 f "''P� ' "i'��I� DATE ! 8/6/02 DAYNO', 1141 HOURS'f,`t'I 0700-1530 DAY: � , i r ` SUN MON ,,I - WED THURS FRI SAT LOCATION: PROJECT NO. Poplar Avenue to Sierra Avenue SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: SUBCONTRACTOR: Jaime Ramirez, Larry Plotner Inland Concrete SUBCONTRACTOR: WEATIER ,, TEMP , .;,,,WIND,,, ,1,tSUNN'4 32-49 CALM P.C. 50-69N .', OVERCAST 70-84 MODERATE RAIN ;. 85 94 } SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE Operators ( 2 ) Foreman ( 2 ) Laborers ( 7 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters Teamsters ( 1 ) Flaggers ( 2 ) EQI'JIhMEN'r II'! t)SE 604.1DLED'(Itlentify"awliici� Backhoe ( 1 ) Water Truck ( 2 ) Wacker ( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder Blade ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( ) .TERiALS'OR EQUIPMENt DELIVERED r' I' U.x".„ 1 NON -CONFORMING;;' MATERIALS OR,WORK (Reasoh=:for non conformance): e additional finish work. Tie-in with existing live sewer line at Poplar needs. rPIELD 1 idLEIVIS (Wh�iCh'co"uld'reslult"in delay or`'elaim). , FOLLOW-`UP"INSPECTIONS=OF PREVIOUSLY'REPORTED DEFICIENCIES." " •1 SUMMARY Ok CONSTRUCTION.!ACTIVITIES±'' ,l;hl, Davies crew setting forms for driveway approach at sta 173+88 and 162+50. City of Fontana two -man crew videotaping 12" sewer main west of Citrus, but encountered substantial sediment and couldn't continue. Apprised Jaime as such, and he directed his crew to begin balling the line btwn MH 8 and 1. City crew moved video recon to east of Citrus, moving upstream from MH 9, before encountering more debris and suspending videotaping untill line is free of deleterious materials. Davies crew paving main line in front of mobile home park from sta 104+80 to 107+20. All backfill was H2O conditioned, compacted using steel drum roller, and sterilant applied prior to placing any AC. REMARKS',; Traffic control was as per previous days, with no incidents. RASE White -Project File INSPECTOR: Yellow -Contractor Steve Bauer ns PJnk,Jpector7 Daily Insp Rec Sht 1-Rev 9-18-00 PROJECT TITLE: Stover Ave Sewer Improvements <<dlllllll°IWNII11,1r I0.�i'� gEPORT 4 , 107 i dlorJulJ'�i ill DATE tnr �llll•. ,.1, 8/5/02 8/5/02 DAY;NO r 1140 }iouRs' `F 0700-1530 DAX ,,at SUN r6 ,,;,,I, N10N i; • TOES WED THURS FRI SAT LOCATION: PROJECT NO. Poplar Avenue to Sierra Avenue SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: SUBCONTRACTOR: Jaime Ramirez, Larry Plotner Inland Concrete SUBCONTRACTOR: 4 WEATHER ' ! „TEMP ri„> *„ WIND'.. ;4�'SUNNI'j?,iI,U, 32-49 CALM P.C. 50-69 s'"3) 't 1:;' OVERCAST 70-84 MODERATE RAIN fY'65,94 ,?k. ,' SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE:. Operators ( 2 ) Foreman ( 2 ) Laborers ( 7 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( Teamsters ( 1 ) Flaggers ( 2 ) fEbUIPMENT IKilt SIEIOq IbL' 6(IdentfvSNhichl. ° R,,I Backhoe ( 1 Water Truck ( 2 ) Wacker ( ) Loader( 2 ) Sweeper( 1 ) Pavement Grinder ( Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( Wheel Loader ( ) 18 W. Dump truck ( 1 ) Welding Rig ( ) Crew Truck ( 2 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( I MATERIALS OR EQUIPMENT,,,DELIVERED. NON -CONFORMING MATERIALS OR`.WORK (Reasori`for non-conformance).-ITie-in with existing live sewer line at Poplar needs additional finish work. FIELD"PROBLEMS (Which could r`esiiitan delay'''or"claim): FOLLOW-UP,INSP,ECTIONS OF PREVIOUSLY'REPORTED DEFICIENCIES •SU'MMARY OF CONSTRUCTION'ACTiViTIEB:1'll 41 Davies crew poured median curb at sta 179+25, as well as driveway approach at sta 173+88. Jaime's crew balling 12" main between MH 16 and the existing manhole at Citrus. Reminded him to direct Inland Concrete to return and finish tie in with existing live line at Poplar (see report #105). Davies crew paved remaining laterals at west end, in front of trailer park. Also paved main line at same location. I test drove project from end to end several times, marked any unacceptably low trenches and directed contractor to repair them (place additional AC) before leaving project. All backfill was H2O conditioned, compacted using steel drum roller, and sterilant applied prior to placing any AC. REMARKS ;'ITraffic control was as per previous days, with no incidents. White -Protect File INSPECTOR: Yellow -Contractor Steve Bauer 'i r c--I nspector, Daily Insp Rec Sht 1-Rev 9-18-00 CITY OF FONTANA INSP� ECTOR'S DAILY REPORT ��ill ii'I REPORT# ; 106 DATE: 8/2/02 DAYINO:� 1139 HOURS: II, 0700-1530 DAY:1 I II SUN MON TOES PROJECT TITLE: Stover Ave Sewer Improvements WED THURS FRI . SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND .;;. PROJECT NO. SB-67-01 CONTRACT NO. I IIIIIII,SUNNY IIIhilI,, 32-49 CALM CONTRACTOR: A.W. Davies Inc P.C. 50-69 FOREMAN: Jaime Ramirez, Larry Plotner OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN ;'85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: - ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( )• Flaggers ( 2 ) Operators ( 2 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Which): Blade ( ) Crew Truck ( 2 ) ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 1 ) Loader ( 2 ) Excavator ( Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result in delay or claim): FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: 1 SUMMARY OF CONSTRUCTION ACTIVITIES: (Davies crew poured curb and gutter, and sidewalk at sta 174+66. Jaime's crew balling 12" line btwn MH 5 and 1, west of Citrus. Some small rocks and sediment were removed. Also removing cold mix temp paving on laterals west of Citrus, replacing it with hot mix temp AC. Only 3 laterals remaining to be paved. National Service videoed, located and then repaired leak in 15" line between MH 17 and 18. All backfill was H2O conditioned, compacted using steel drum roller, and sterilant applied prior to placing any AC. REMARKS: (Traffic control was as per previous days, with no incidents. , PAGE: 1 of 1 White -Project File INSPECTOR: Yellow -Contractor Steve Bauer 101 Pink-Inspentoril l Daily Insp Rec Sht 1-Rev 9-18-00 F FONT INSPECTOR'S DAILY REPORT PROJECT TITLE: Stover Ave Sewer Improvements REPORT # it I 105 DATE: ll 8/1/02 DAY NO.: 1138 HOURS: 0700-1530 DAY: SUN MON TUES WED THURS, FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Jaime Ramirez SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: WEATHER TEMP WIND SUNNY 32-49 CALM P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: Operators ( 2 ) Foreman ( 2 ) Laborers ( 7 ) Cement Finishers ( ) Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters Teamsters ( 1 ) Flaggers ( 2 ) EQUIPMENT IN USE OR IDLED (Identify Which): Backhoe ( 1 ) Water Truck ( 2 ) Wacker ( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) Wheel Loader ( ) 18 W. Dump truck ( 1 ) Welding Rig ( ) Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result in delay or claim): FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: Davies crew poured driveway approaches at sta 177+28 and 179+20. Jaime's crew balling 12" line btwn MH 8 and 5, west of Citrus. Also removing cold mix and temp paving laterals east of Citrus. Inland Concrete broke into existing live sewer line at Poplar. I directed contractor to request they return and provide a cleaner finish inside the manhole where they had broken into existing main. He apprised Inland, and the 'II be back out sometime next week. Had meeting at L.D. King offices with S. Nix and D. Gdula re proposed change order contained in Davies letter. Nix directed us to do detailed take -offs and job summary as preparation for negotiating with contractor. All backfill was H2O conditioned, compacted using steel drum roller, and sterilant applied prior to placing any AC. REMARKS: 'Traffic control was as per previous days, with no incidents. INSPECTOR: Steve Bauer pE?�a 104 iA7E;`:' 7/31 /02 ,li 1137 i AYa'�; ,, SUN MON TUES WEDS E; THURS FRI SAT PROJECT TITLE: Stover Avenue Sewer Improvements LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies, Inc FOREMAN: Jaime Ramirez SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: National Service INct.... 32-49 CALM P.C. 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH �1,TRAC1 dR'w�,IK.'F, Operators ( 3 ) Foreman ( 2 ) Laborers ( 7 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( Welders ( ) Carpenters ( Teamsters ( 1 ) Flaggers ( 2 ) ggPIFIVIENTa1tJ..Et1S, EOR�QLED,,(ldentify..Vlthlch). G. Backhoe ( 2 ) Water Truck ( 2 ) Wacker ( ) Loader( 2 ) Sweeper( 1 ) Pavement Grinder ( Excavator ( 2 ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( ) NIATE12IAL SORaE(iUIPMENT DELIVERED FORMING:IA ornon-Conformance);, fit; ROBI MSPI j1 lair LLOW 6PINSPECTbNS,OFn,P„REVIOUSLYYREPORTED"DEF,ICIENCIES J;SUMMARYA ONSTRUCTION;*ACTIVITI Davies crew poured curb and gutter, sidewalk at following locations: station C&G Sidewalk 174+66 27.0 LF 176+35 18.0 LF 5.5' x 8.0' = 44.00 SF 45.0 LF Davies crew excavated, exposed, and repaired leak at sta 140+28 NOTE: Above steps were repeated when leak was still present after first repair. It was later determined that a cap at one of the cleanouts was leaking during the air test. LOR tech tested backfill and found to be satisfactory. Attended meeting in city engineering office with Yousef, Edgar, Don G and myself regarding Davies extra work letter. MARKS: Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of 1 Ile INSPECTOR: pntract Steve Bauer ctc? REPOtT NO 103 DATE; 7/30/02 DAY`NpE F , 1136 .. F....� x:.. . SUN MON 7UE5', WED THURS FRI SAT PROJECT TITLE: Stover Avenue Sewer Improvements LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies, Inc FOREMAN: Jaime Ramirez SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: National Service $T U 32-49 CALM P.C. 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH {2'§ WORM 0)2CE: Operators ( 3 ) Foreman ( 2 ) Laborers ( 7 ) Cement Finishers ( Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 IPMEI 1,,N USE ORADA000e t fy Which" Backhoe ( 2 ) Water Truck ( 2 ) Wacker ( ) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder ( Excavator ( 2 ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ERI¢IS�C MEN i'tEL!VER R'iRE r n'�i„-confor 0:0411EIVlS,{Which' c „uid, result€In;delay or claim) i :u Subcontractor ran video mouse btwn MH 9 and 10, located leak 120' west of MH 10. EC ON'SeeP.PRE VIOUSLY REPORTEDDEFICIENCIES s$UNiiI ..0 NSTRUCTIONACTIVITI Davies crew poured curb and gutter, sidewalk at following locations: station C&G Sidewalk 175+57 10.5 LF 5.5' x 13.5' = 74.25 SF 173+00 18.5 LF 5.5' x 9.0' = 49.50 SF 172+17 9.5 LF 5.5' x 6.0' = 33.00 SF 38.5 LF 156.75 SF Davies crew removed temp cold mix and layed paving section as per spec (4.5" AC over 6" CL2 AB) at Oleander, north of Stover. ?�rtA� of Z.o . ea -rbt.LS C_.t_ 2 A13 U seD -7,rA1-c_ (ter . Slo T LS idG A-r" Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of 1 INSPECTOR: )hike Projects ellow Cpntractor 3„S PROJECT TITLE: Slover Avenue Sewer Improvements REPOR C NO 102 D i • 7/29/02 DAY Not 113S �F a Tn "ram w , LX..rN •. D0 SUN MO ,, TUES WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies, Inc FOREMAN: Jaime Ramirez & Larry SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: Penhall Const. -1': > Iw'7 VON Wit St 32-49 CALM P.C. 50-69 OVERCAST 70-84. MODERATE RAIN SNOW 95-UP HIGH RAC OR' WC ti+l FORCEt Operators ( 2 ) Laborers ( 4 ) Foreman ( 2 ) Cement Finishers ( EQUIPMENT I(i 0 ,ORIDL b (itdenti y;V Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( Teamsters ( 1 ) Flaggers ( 2 ) Backhoe ( 1 ) Water Truck ( 1 ) Wacker ( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder ( Excavator ( 1 ) Vibrating Roller ( ) 3 Ton Boom Truck ( Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ' 18 W. Dump truck ( 1 ) Compressor ( ) Welding Rig ( ) Rubber Tire Roller ( d' TOR Dill A with concrete ones. 0.ied lior>nenoe 'Two cleanout boxes still need to be replaced IEC p PRt BLEI�ItS=tII hIc I 0 IEFICMENCIES:3 Penhall saw cutting curb an gutter, sidewalks, driveways, and ac sections as necessary throughout project. Davies crew forming curb and gutter, sidewalks, etc in area of trailer park between sta 173+00 and 179+50. Davies crew removed temp ac and Iayed section as per plan at Juniper and Slover. (4" AC over 6' AB) Subgrade was rolled and sprayed with sterilant prior to paving. Air tested sewer main btwn MH 5 and 1, all are OK. Located existing MH at 126+82. Davies crew prepped for concrete ring and to raise to grade. AR s 'Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 I1ttactor INSPECTOR: Steve Ba er CITY OF FONTANA INSPECTOR'S DAILYY REPORT REPORT NO 102 DATE:. , 7/29/02 DAY NO: 1135 DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: Penhall Const. SNOW 95-UP HIGH CONTRACTOR'S WORKFORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 2 ) Laborers ( 4 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (IdentIfy Whlch): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 1 ) Loader ( 2 ) Excavator ( 1 Water Truck ( 1 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): ; n I Two cleanout boxes still need to be replaced with concrete ones. _FIELD PROBLEMS (Which could result in delay or claim): FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF, CONSTRUCTION ACTIVITIES: 1 Penhall saw cutting curb and gutter, sidewalks, driveways, and ac sections as necessary throughout protect. Davies crew forming curb and gutter, sidewalks, etc in area of trailer park between sta 173+00 and 179+50. Davies crew removed temp ac and layed section as per plan at Juniper and Stover. (4" AC over 6' AB) Subgrade was rolled and sprayed with sterilant prior to paving. Air tested sewer main btwn MH 5 and 1, all are OK. Located existing MH at 126+82. Davies crew prepped for concrete ring and to raise to grade. REMARKS: 'Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. n PAGE: 1 of 1 White -Project File' Yellow -Contractor INSPECTOR: Steve Bauer Pink -Inspector Lp CITY OF FONTANA INSPECTOR'S DAILY SPORT REPORT NO 101 DATE: 7/26/02 DAY NO: 1134 DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 2 ) Laborers ( 4 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Which)::' ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 1 ) Loader ( 2 ) Excavator ( 1 Water Truck ( 1 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): ITwo cleanout boxes still need to be replaced with concrete ones. FIELD PROBLEMS hlch could result In delay or claim): ,' FOLLOW-UP INSPECTIONS OF. PREVIOUSLY REPORTED DEFICIENCIES: 'SUMMARY OF CONSTRUCTION ACTIVITIES: ;' ^' 1 Davies crew replacing temp cold mix with hot ac from sta 170+73 to approx 159+00. Attempted to find existing sewer MH Ioc at 126+82, but could not locate it. Will try again on Monday or have survey locate it. This MH had been raised to grade at close of Citrus sewer project, but is not visible at this time. Air tested sewer main btwn MH 8 and 5, all are OK. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKS: 'Traffic control as per previous days. Traffic control was picked up at 15:30 with no Incidents. n PAGE: 1 of 1 Whlte-Project File INSPECTOR: Yellow -Contractor Steve Bauer Plnk-Inspector CITY OF FONTANA NSPECTOR'S DAILY REPORT REPORT NO 100 DATE: 7/25/02 DAY NO: . 1t33 DAY: , SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH a CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters'( ) Flaggers ( 2 ) Operators ( 3 ) Laborers ( 6 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENTIN USE OR IDLED (Identity Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) ) Backhoe ( 1 ) Loader ( 2 ) Excavator ( 1 Water Truck ( 1 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result In delay or claim : J FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: 1 SUMMARY OF CONSTRUCTION ACTIVITIES: Davies crew excv. and laid 6" VCP from sta 108+84 south to stub at CL of existing rdway. Davies crew excv and laid 24LF of 8" VCP out of MH 4 loc at sta 109+81 Air tested sewer main btwn MH 10 and 13, all are OK. Test btwn MH 9 and 10 failed and will be repaired later. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKS: 'Traffic control as per previous days. 'Traffic control was picked up at 15:30 with no incidents. • PAGE: 1 of 1 Whlte-Protect Fite .._._. Yellow -Contractor INSPECTOR: Plnklnspectcr CITY OF FONTANA INSPECTORS DAILY REPORT REPORT NO 99 DATE: 7/24/02 DAY NO: ". 113Z DAY: SUN MON TOES PROJECT TITLE: Slover Avenue Sewer Improvements WED -' THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER ;TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY ' 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: " 1 r ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 3 ) Laborers ( 6 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED 'tIdentity 'Which ): i ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 1 ) Loader ( 2 ) Excavator ( 1 Water Truck ( 1 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED:1 ' NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): • FIELD PROBLEMS (Which could result In delay or claim): 1 :FOLLOW-UPINSPECTIONS OF PREVIOUSLYREPORTED DEFICIENCIES: i SUMMARY OF CONSTRUCTION ACTIVITIES: 1 Davies crew excv. and laid 6" VCP from sta 103+90,102+22 south to stub at CL of existing rdway. crews generally cleaning up entire length of project. Air tested sewer main btwn MH 13 and 16, all are OK. Retest btwn MH 17 and 18 failed to hold the req pressure, again. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKS: jTrafflc control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of 1 White -Project File INSPECTOR: Yellow -Contractor St(ve Bauer Pink -Inspector CITY OF FONTANA INSPECTOR'S DAILY REPORT REPORT NO 98 DATE: 7/23/02 DAY No: _ 1 y 31'. DAY: `"` SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP ; WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORKFORCE: i J ) Welders ( ) Teamsters ( 1 ) ) Carpenters (• ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: ; [ NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): I a. 1 t,,t'a� �� 2.'Ces-f 3 F-t-yn1Ee11 FIELD PROBLEMS (Which could result In delay or claim): FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES:', SUMMARY OF CONSTRUCTION ACTIVITIES: Davies crew excv. and laid 6" VCP from sta 134+33, 135+00, and 136+71 south to stub at CL of existing rdway. Davies crew excv. and laid 24LF of 8" VCP from MH 3 loc at sta 106+50 south to stub at centerline of existing roadway. Davies crew excv. and laid 6" VCP at sta 104+93 south to stub at centerline of existing roadway. Air tested sewer main between MH 18 and 19, is OK. Test between MH 17 and 18 failed to hold the required pressure. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfootwheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKS; (Traffic control as per previous days. Traffic control was picked up at 15:30 with no Incidents. PAGE: 1 of 1 White-Pto ect vile`. INSPECTOR: Yellow -Contractor Steve Bauer Pink Inspector CITY OF FONTANA IN PECTOR'S.DAILY REPORT ....., REPORT NO 97 DATE: , 7/22/02 DAY NO: 1110 DAY: SUN ' MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY `' 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85.94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT. IN USE OR IDLED (Identity Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: .J NONCONFORMING MATERIALS OR WORK Reason for non-conformance): FIELD PROBLEMS (Which could result in delay or claim): I FOLLOW-UP, INSPECTIONS OF PREVIOUSLY, REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: = I I did not work today in field (sick). I did work 4 hrs catching up on paperwork at home. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKS: 'Traffic control as per previous days. Traffic control was picked up at 16:00 with no incidents. n PAGE: 1 of 1 White -Project File INSPECTOR: Yellow -Contractor St Bauer Pink -Inspector II INSPEC111 CITY OF FONTANA II iT�OR'S'DAILY��REPORT 1141 REPORT# 97 DATE: 7/22/02 DAYNO.: 1130 WKG HRS. 7am/4pm DAY: SUN,sMON„e TUES PROJECT TITLE: SLOVER AVENUE SEWER IMPROVEMENTS WED THURS FRI SAT LOCATION: POPLAR TO SIERRA WEATHER TEMP WIND PROJECT NO.: SB-67-01 CONTRACT NO. SUNNY 32-49 ;' ,`CALM 'tit CONTRACTOR: ALBERT W. DAVIES, INC. P.C. AM 50-69;€ FOREMAN: JAIME RAMIREZ OVERCASTil .I31'i E70 84 �,�; , MODERATE SUBCONTRACTOR: RAIN ePM 85-941 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: Pipe Layers ( ) Welders ( ) Teamsters (1 ) ) Mechanic ( ) Carpenters ( ) Operators (3) Laborers (4) Foreman (1) Cement Finishers ( EQUIPMENT IN USE OR IDLED (Identify Which): Blade ( ) Fuel Truck ( ) Crew Truck ( 3 ) ) Wheel Loader ( ) 3/4 Ton P.U. (2 ) ( ) 18 W. Dump truck (1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2) Loader (1) Excavator ( Water Truck (1) Sweeper (1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result in delay or claim): AT JUNIPER AVENUE. FOLLOW-UP INSPECTIONS OF. PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: 1 COMPLETED TWO SOUTH SIDE LATERAL EXTENSIONS WEST OF CITRUS AVENUE AND FOUR SOUTH SIDE LATERAL EXTENSIONS EAST OF CITRUS AVENEUE. AIR TESTED BETWEEN MH NOS. 21 AND 25 ALL TESTS PASSED. PROPER TRAFFIC CONTROL WAS IN PLACE BY 7:15 AM. ALL EXCAVATIONS WERE PROPERLY BACKFILLED AND COMPACTED OR WERE PLATED. THE ROADWAY WAS OPENED TO TWO-WAY TRAFFIC AT THE END OF THE WORK DAY. REMARKS: LOR GEOTECHNICAL GROUP, INC. SOILS TECH WAS ON THE PROJECT. BILL DAVIES VISITED THE SITE. PAGE: White -Project File Daily Insp Rea Sht 1-Rev 4-11-02 Yellow -Contractor INSPECTOR: ink Inspector CITY OF FONTANA INSPECTOR'S DAILY REPORT REPORT NO 96 DATE: 7/19/02 DAY NO: 11Z'1`. DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY `" < 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identity Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. pump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: I ,NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result In delay or claim): I %OLLOWUP INSPECTIONS OF PREVIOUSLY; REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: ': 1 Davies crew excv. and laid 6" VCP from sta 149+05, 146+50, 145+26 and 142+23 south to stub at CL of existing rdway. Davies crew excv. and laid 24LF of 8" VCP from MH 16 loc at sta 151+70 south to stub at centerline of existing roadway. Davies crew excv. and laid 24LF of 8" VCP from MH 9 loc at sta 129+60 south to stub at centerline of existing roadway. Air tested sewer main between manholes 24 and 26, all okay. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfootwheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKS: ;!Traffic control as per previous days. Traffic control was picked up at 16:00 with no incidents. Note: Contractor worked .5 hrs overtime, Carlos Navarro apprised. PAGE: 1 of White-ProJect File_' Yellow -Contractor INSPECTOR: . . Steve Bauer Pink Inspector CITY OF FONTANA INSPECTOR'S DAILY REPORT REPORT NO 95 DATE: 7/18/02 DAY NO: 1128 DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS `. FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT. NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ,; I ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Which): - • ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result in delay or claim): ' FOLLOW-UP INSPECTIONS OF, PREVIOUSLY REPORTED DEFICIENCIES: 1 SUMMARY OF CONSTRUCTION ACTIVITIES: I Davies crew excv. and laid 6" VCP from sta 159+30, 158+20, 155+56 and 150+87 south to stub at CL of existing rdway, Davies crew excv. and laid 6" VCP from sta 175+12 south to stub at centerline of existing roadway. Davies crew excv. and laid 75 LF of 8" VCP north on Oleander from MH 13 Ioc at sta 141+51. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfootwheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKsi_jTrafflc control as per previous days. Traffic control was picked up at 17:00 with no incidents. Note: Contractor worked 1.5 hrs overtime, Carlos Navarro apprised. PAGE: 1 of 1 White,Prajfot FAe Yellow -Contractor INSPECTOR: Steve Bauer PInk.tnspector , y' CITY OF FONTANA �IIWSPECTOR`S DAILY REPORT �, .. REPORT NO 94 DATE: 7/17/02 DAY NO: 11 j} DAY: `< SUN MON TOES PROJECT TITLE: Stover Avenue Sewer Improvements WED ' THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70.84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORKFORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT:IN USE OR IDLED (Identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NONCONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result In delay or claim): I -J- O /MIN gR.O1GE1J cE l• c 4 4` 1-42 14 t.'O ('.v I)4E.i-) (A) 1- 14 740 &EM, FOLLOWUP INSPECTIONS , OF PREVIOUSLY: REPORTED DEFICIENCIES: , I .SUMMARY OF CONSTRUCTON ACTIVITIES: I Davies crew excv. and laid 6" VCP from sta 159+81, 161+07, 161+46 and 164+17 south to stub at CL of existing rdway. Davies crew excv. and laid 18 LF of 8" VCP from MH 26 Ioc at 179+25 south to stub at centerline of existing roadway. Davies crew excv. and laid 75 LF of 8" VCP north on Juniper from MH 22 Ioc at sta 167+09. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKS:`. 'Traffic control as per previous days. Traffic control was picked up at 16:00 with no Incidents. PAGE: 1 Whlte•Project File INSPECTOR: Yellow -Contractor Steve Bauer Pink -Inspector CITY" OF FONTANA ,; INSPECTOR'S DAILY REPORT REPORT NO 93 DATE: 7/16/02 DAY NO: 1126 DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT . LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY "I 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ') Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) ' Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck :MATERIALS OR EQUIPMENT DELIVERED: " NONCONFORMING MATERIALS OR WORK Reason for non-conformance): FIELDPROBLEMS (Which could result In delay or claim): FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: IGas Co almost finished laying pipe in area of Stover and Oleander. Davies crew excavated and Iald 6" VCP at north side lateral Ioc sta 172+96 and 173+88. Davies crew excv. and laid 24 LF of 8" VCP from MH 23 loc at 170+74 south to stub at centerline of existing roadway. Davies crew excv. and laid 24 LF of 6" VCP from main Ioc at 166+63 south to stub at centerline of existing roadway. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfootwheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKS: 'Traffic control as per previous days. Traffic control was picked up at 18:00 with no Incidents. PAGE: 1 of 1 Whlte-Project File' INSPECTOR: Yellow -Contractor Steve Bauer _Plnkvinspector_ rv_ CITY OF FONTANA ;INSPECTOR'S DAILY REPORT REPORT NO • 92 DATE: 7/15/02 DAY NO: '1125', DAY: , SUN MON TOES PROJECT TITLE: Slover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85.94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identlfy Whkh): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON-CONFORMING'MATERIALS OR WORK (Reason for non-conformance):,, FIELD PROBLEMS (Which could result In delay or claim): 1Davies crew damaged an existing block wall in front of trailer park near sta 175+00, and will repair later. ':FOLLOW-UP INSPECTIONS OF, PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: j Gas Co still laying pipe in area of Slover and Oleander. Davies crew excavated and laid 6" VCP at north side lateral loc sta 176+35175+57 and 174+66. Davies crew excavated and laid 6"VCP at north side laterals loc sta 166+94, 168+85, and 172+17. Following several failed tests, reworking, and subsequent resting, both crews are back to using standard backlll and compaction methods. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfootwheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKS: lTrafflc control as per previous days. ' 'Traffic control was picked up at 16:00 with no Incidents. PAGE: 1 Ite-Profect File INSPECTOR: Yellow -Contractor Steve Bauer Pink -Inspector CITV OF FONTANA ' INSPECTOR'S DAILY REPORT REPORT NO 91 DATE: 7/12/02 DAY NO: 1124 DAY: SUN MON TOES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND .' PROJECT NO. SB-67-01 CONTRACT NO. SUNNY'." ` 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identlfy Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) . Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT. DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result In delay or claim): FOLLOW-UP INSPECTIONS OF PREVIOUSLY; REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: fGas Co still laying pipe In area of Slaver and Oleander. Davies crew excavated and laid 6" VCP at north side lateral Ioc sta 179+20. Davies crew excavated and laid 6"VCP at north side laterals Ioc sta 161+52, 162+50, 164+60, 165+17 and 165+89. With exception of sta 179+20, these laterals were jetted and left untested until Monday. Jaime's crew continued using the existing method of backfill and compaction with consistently satisfactory tests. Larry's crew began employment of jetting method of backfill and compaction, specifically backfilling trench almost to top using no h2o cond, then jetting with 12 ft rod until fill was liquified, allow to stand for 1-2 days, then compact the upper 4 ft using vibraplate foot on trackhoe. Jeremy (LOR tech) observing full-time, but it won't test till Monday. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKS:'ejTraffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of 1 White -Project File Yellow -Contractor Pink-Insp!ctor CITY OF FONTANA ±INSPEC OR'S DAILY REPORT REPORT NO 90 DATE: 7/11/02 DAY NO: , ` 117-3 DAY: SUN MON TUES PROJECT TITLE: Slover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER " TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY' ; 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH ,'CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flappers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers (" ) Mechanic ( ',EQUIPMENT IN, USE OR IDLED(Identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) • Rubber Tire Roller ( ) -- Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS: OR EQUIPMENT DELIVERED: - NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result In delay or claim): ',; FOLLOW-UP ,INSPECTIONS OF PREVIOUSLY: REPORTED DEFICIENCIES: = IAII 15" VCP Is now in place. Contractor will finish north side laterals, then begin completing the south side Iats from existing centerline to new swr main. SUMMARY OF CONSTRUCTION ACTIVITIES: !Gas Co still laying pipe in area of Siover and Oleander. Davies crew excavated and laid 6" VCP at north side lateral loc sta 177+28. Davies crew excavated and laid 6"VCP at north side laterals loc sta 156+70, 159+11, 159+70 and 160+53. Inland Concrete poured bottom of MH 26, stacked MH 25 and 26. Davies crew backfilled and compacted same. Jaime's crew continued using the existing method of backfill and compaction with consistently satisfactory tests. Larry's crew began employment of jetting method of backfill and compaction, specifically backfilling trench almost to top using no h2o cond, then jetting with 12 ft rod until fill was liquified, allow to stand for 1-2 days, then compact the upper 4 ft using vibraplate foot on trackhoe. Jeremy (LOR tech) observing full-time, but it won't test till Monday. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist and monitor jetting 100% REMARKS: 'Traffic control as per previous days. Traffic control was picked up at 15:30 with no Incidents. n PAGE: 1 of 1 White -Project File INSPECTOR: Yellow -Contractor Steve Bauer Pink -inspector ; W" CITY OF FONTANA INSPECTOR'S DAILY REPORT REPORT NO 89 DATE: 7/10/02 DAY NO: 11 at DAY: = SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP ; WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENTIN USE OR IDLED(Identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS. OR WORK (Reason for non-conformance): . FIELD PROBLEMS (Which could result In delay or claim): FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: 'Gas Co still laying pipe In area of Slover and Oleander. Davies crew excavated and laid 145 LF of 15" VCP from sta 177+80 to 179+25. Davies crew excavated and laid 6"VCP at north side laterals loc sta 149+20 and 151+49. Inland Concrete poured bottom of MH 25. Bill Davies met with me and proposed changing backfill and compaction method for laterals to jetting, stating it would save time and ultimately provide a superior result. He proposed that LOR test only the upper four feet for density. I phoned John Leur at LOR and he said jetting was acceptable, but testing would be required from just above the pipe zone every 2 vertical ft. I requested that Jeremy be assigned full-time until things sort out. Steve Nix agreed to whatever LOR wanted to do re soils. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. LOR Geotech on site full-time to assist REMARKS: 'Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. A PAGE: 1 of 1 White -Pro ect File' INSPECTOR: Yellow -Contractor •\ Ste a Bauer Pink -Inspector CITY OF FONTANA INSPECTOR'S DRILY. REPORT REPORT NO 88 DATE: 7/9/02 DAY NO:.. 11 ?A DAY: SUN MON °''TUES. PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 35.94. SUBCONTRACTOR: SNOW 95-UP HIGH e CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Which): ) Wheel Loader ( ) • 3/4 Ton P.U. ( 2 ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( — —� ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result In delay or claim): I FOLLOW-UP INSPECTIONS OF PREVIOUSLY, REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: I Gas Co still laying pipe In area of Stover and Oleander. Davies crew excavated and laid 139 LF of 15" VCP from sta 176+41 to 177+80. Davies crew excavated and laid 6"VCP at north side laterals Ioc sta 140+43, 142+44 and 145+28 and 146+15. Sta 140+43 still needs concrete cleanout box installed. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: (Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of 1 White -Project File Yellow -Contractor Plnk-Inspector CITY OF FONTANA INSPECTOR'S DAILY REPORT . _ REPORT NO 87 DATE: 7/8/02 DAY NO:. 1 it?) DAY: SUN ` MON "` TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP . WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85•94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE:: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (IdentifyWhich): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: J NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): > ;J I called field safety meeting following non -Injury accident in trench. (see below and mini -memo this date FIELD PROBLEMS (Which could result In decay or claim): Davies laborer involved In a non -Injury accident when he was partially buried (mid -thigh) by trench caving when he was partly outside his shield. See mini -memo this date. FOLLOW.UP-INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: IGas Co still laying pipe in area of Stover and Oleander. They welded an I-beam underneath the plates to bolster support after complaints were received at city over weekend. Davies crew excavated and laid 116 LF of 15" VCP from sta 175+25 to 176+41. Davies crew excavated and laid 6"VCP at north side laterals loc sta 134+70, 135+97 and 138+41. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: ,ITraffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 1 White -Project File Yellow -Contractor INSPECTOR: Steve Bauer Pink inspector CITY OF FONTANA INSPECTOR'S DAILY REPORT REPORT NO 86 DATE: 7/3/02 DAY NO: 11.1B' DAY: �. SUN MON TOES PROJECT TITLE: Slover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP ; WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY ``< 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ( ) 18 W. Dump truck ( 1 ) Compressor( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS' OR EQUIPMENT. DELIVERED: - � NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result In delay or claim): 'FOLLOW.UP'INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION` ACTIVITIES: IGas Co still laying pipe In area of Slover and Oleander. Davies crew excavated and laid 150 LF of 15" VCP from sta 173+75 to 175+25. Davies crew excavated and laid 6"VCP at north side laterals loc sta 132+08, 132+28 and 133+99. Inland Concrete stacked MH 23 and 24. Davies crew backfilled and compacted. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: JTrafflc control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of White -Pro sot File Yellow -Contractor INSPECTOR: Steve Bauer. Plnk•Inspector CrITY OF FONTANA PECTOR'S DAILY REPORT REPORT NO 85 DATE: , , 7/2/02 DAY NO: 1117 DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY " 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez & Larry OVERCAST 70-84 '`- MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S ,WORKFORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identity Which): 1 ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUPMENT DELIVERED: I NONCONFORMING MATERIALS OR WORK (Reason for non-conformance):. FIELD PROBLEMS (Which could result in delay or claim): J FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: JGas Co still laying pipe in area of Stover and Oleander. Davies crew excavated and laid 251 LF of 15" VCP from sta 171+24 to 173+75. Davies crew excavated and laid 6"VCP at north side laterals Ioc sta 128+24 and 128+92. Met with Les Davies, Edgar C, and Don Gdula at city eng offices re extra work, temp paving, and scheduling. Inland Concrete poured MH 23 and 24 bottoms. LOR geotech on site. Edgar C. visited site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: 'Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of 1 White -Project File INSPECTOR: Yellow -Contractor Steve Bauer Pink -Inspector" CITY OF FONTANA INSMOTOR'S DAILY REPORT REPORT NO 84 DATE: 7/1/02 DAY NO: 1116 DAY:. `; SUN. ` MON TUES PROJECT TITLE: Slover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY ` 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST ` ' 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED. NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): ;:FIELD PROBLEMS (Which could result in delay or claim): FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: Gas Co still laying pipe in area of Slover and Oleander. Davies crew excavated and laid 156 LF of 15" VCP from sta 169+68 to 171+24. Davies crew excavated and laid 6"VCP at north side laterals loc sta 123+20 and 128+00. Spoke with S. Nix (project eng) re moving loc of MH 25 north approx 3 ft to allow enough room for traffic lane; after field measuring to confirm I had survey come out and stake it. LOR geotech on site. Edgar C. visited site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: 'Traffic control as per previous days. Traffic control was picked up at 15:30 with no Incidents. Lester Davies requested I provide pay estimate quantities for this month, I agreed. PAGE: 1 of 1 White -Project File' INSPECTOR: Yellow -Contractor Steve Bauer Pink`�lnspector CITY OF FONTANA INSPECTOR'S DAILY REPORT r REPORT NO 83 DATE: 6/28/02 DAY NO: 1115 DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST "`-' '70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( 'EQUIPMENT IN,USE ORIDLED (Identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS' OR EQUIPMENT DELIVERED: NONCONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result In delay or claim): I FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: I PacBell removed all existing south side poles. SUMMARY OF CONSTRUCTION ACTIVITIES: Davies crew excavated and laid 170 LF of 15" VCP from sta 167+98 to 169+68. Davies crew excavated and laid 6'VCP at north side laterals loc sta 119+63 and 1222+80. Gas Co pushing new pipe across Stover at Oleander. Trench was plated for weekend. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: (Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of 1 White Project File INSPECTOR: Yellow. Contractor Steve Bauer Pink -Inspector CiITY OF FONTANA INSPECTOR'S DAILY REPORT REPORT NO. 82 DATE:.'; 6/27/02 DAY NO: 1114 DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED " THURS "; FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER ' ;: TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST 70-84 . `' MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify' Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS(Which could result In delay or claim): IPac Bell removing poles on south side. FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: I SUMMARY OF CONSTRUCTION ACTMTIES: 1 Davies crew excavated and laid 218 LF of 15" VCP from sta 165+80 to 167+98. Davies crew excavated and laid 6"VCP at north side laterals loc sta 113+92, 116+42, and 119+05 Gas Co pushing new pipe underground in area of Stover and Oleander. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS:' 'Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of 1 White -Project File Yellow -Contractor Pink-in>tipector, CITY OF FONTANA yr INSPECTOR'S DAILY REPORT Pt. REPORT NO. 81 DATE: 6/26/02 DAY NO: 1113 DAY: SUN MON TUES PROJECT TITLE: Slover Avenue Sewer Improvements WED `: THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: is ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identity VVhlch): 1 ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) . Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED:. NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): 1 FIELD PROBLEMS (Which could result In delay or claim): I Pac Bell has all south side poles stripped naked and ready to demo. - FOLLOW-UP`INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: 1 SUMMARY OF CONSTRUCTION ACTIVITIES: Inland Concrete stacked MH 20. Davies crew backfilled and compacted MH 20. Davies crew excavated and laid 156 LF of 15" VCP from sta 164+24 to 165+80. Davies crew excavated and laid 6"VCP at north side laterals loc sta 107+35 and 111+20.. Gas Co still laying new pipe underground in area of Stover and Oleander. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS:° (Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. Had meeting at city eng office with Steve Nix (LD King), Gdula, Patanwalla, Edgar, and Tom Neary re project progress and other issues. PAGE: 1 of 1 White -Project File Yellow -Contractor Pink -Inspector.. ITY OF FONTANA INSPECTOR'S DAILY REPORT REPORT NO, 80 DATE: . . 6/25/02 DAY NO 1112 DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH `CONTRACTOR'S WORK FORCE: ; 1 ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( ;EQUIPMENT IN USE OR IDLED (Identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: ,NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): - FIELD PROBLEMS (Which could result In delay or claim): IPac Bell removing strands from poles on south side, only four spans remaining. FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: Inland Concrete poured bottom of MH 20, stacked MH 19. Davies crew backfilled and compacted MH 19. Davies crew excavated and laid 190 LF of 15" VCP from sta 162+25to 164+24. Davies crew excavated and laid 6"VCP at north side laterals loc sta 104+76 and 105+86.. Gas Co laying new pipe underground in area of Stover and Oleander. I advised them to construct single sack slurry sand support column for existing asbestos h2o main as per this project specs. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: lTraffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. A PAGE: 1 of 1 Wh1te-Project'Fil ;_ INSPECTOR: Yellow -Contractor Steve Bauer Plnk-Inspector .CrITY OF FONTANA INSPECTOR'S DAILY REPORT REPORT NO 79 DATE: - 6/24/02 DAY NO: > 1111 DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP. WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY ' 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST "70.84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORKFORCE:. ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify, Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS _OREQUIPMENT DELIVERED: 1 NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance):: FIELD PROBLEMS(Which could result In delay or claim): I Pac Bell finally cutting cables on south side aban. poles. FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: I • SUMMARY OF CONSTRUCTION ACTIVITIES: I Inland Concrete poured bottom of MH 19. . Davies crew excavated and laid 175 LF of 15" VCP from sta 160+50 to 162+25.. Davies crew excavated and laid 6"VCP at north side laterals Ioc sta 102+25 and 102+38. Contractor reinstalled several mailboxes that were down. Gas Co laying new pipe underground in area of Stover and Oleander. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: ITraffc control as per previous days. Traffic control was picked up at 15:30 with no incidents. • PAGE: 1 White -Project File Yellow -Contractor INSPECTOR: Steve Bauer Pink -Inspector CITY OF FONTANA INSPECTOR'S DAILY REPORT REPORT NO, 78 DATE: 6/21/02 DAY NO: 1110 DAY: SUN MON TOES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI ` SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY , 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST 70-84 : MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORKFORCE: I ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flappers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NONCONFORMING MATERIALS OR WORK (Reason for non-conformance): ,FIELD PROBLEMS (Which could result In delay or claim): IPac Bell reports south side poles ready to demo. FOLLOW.UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: ` 1 SUMMARY OF CONSTRUCTION ACTIVITIES: Davies crew excavated and laid 190 LF of 15" VCP from sta 158+60 to 160+50. Davies crew temp paved remaining south side laterals, Larry's crew will begin work on north side laterals on Monday. LOR geotech on site. Bill Davies visited site. • All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: 'Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. / PAGE: 1 of 1 White -Project File INSPECTOR: Yellow -Contractor St Bauer Pink -Inspector CITY OF FONTANA PECTOR`S DAILY REPORT REPORT NO, 77 DATE 6/20/02 DAY NO: 1109 DAY.. . SUN MON TOES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS ,,r' FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY :_ 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST 7084 ' ` MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( I," EQUIPMENT IN USE OR IDLED (Identif)t Which): ) Wheel Loader ( ) 314 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT ,DELIVERED: 1 ,NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result In delay or claim): IPac Bell reports south side poles ready to demo. FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: 1 SUMMARY .OF;CONSTRUCTION ACTIVITIES: "° Inland Concrete stacked MH 16. Davies crew backfilled and compacted it. Davies crew excavated and laid 220 LF of 15" VCP from sta 156+40 to 158+60. Davies crew temp paved between MH 17 and 18. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: (Traffic control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of Whi0: F wc)ect Foe Yellow -Contractor; INSPECTOR: Steve Bauer ; Pinkuinspec#or CITY; OF FONTANA �INSPECTOR'SDAILY REPORT ...... REPORT NO, 76 DATE: 6/19/02 DAY NO: 1108 DAY: SUN MON TOES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST 70.84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH 'CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Width): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED:. NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): 1 FIELD PROBLEMS (Which could result In delay or claim): l Pac Bell reports south side poles ready to demo. Contractor broke unmarked 1" gas line at comer of Stover and Cypress. Gas Co contacted and repaired. FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY, OF CONSTRUCTION ACTIVITIES: (Davies crew excavated and laid 21 LF of 12" VCP 151+49 to 151+70. Inland Concrete poured bottom of MH 16 and 18. Also stacked MH 18 Davies crew removed and replaced cold mix with temp ac at following south side laterals:158+20, 158+40, 159+30 159+81, 161+07, 161+46, and 164+17. Davies crew excavated and laid 90 LF of 15" VCP out of MH 18, from sta 155+50 to 156+40. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS'::lTraffc control as per previous days. Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of 1 White -Project File INSPECTOR: Yellow -Contractor Steve Bauer `Pink -Inspector CITY OF FONTANA SPECTOR'S DAILY REPORT REPORT NO. 75 DATE: 6/18/02 DAY NO: 1107 DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER '; ; ; TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST '." 70•84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): 1 FIELD PROBLEMS (Which could result in delay or claim): j Pac Bell reports completed splicing south side poles; Poles are ready to demo. FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES: 1Davies crew excavated and laid 299 LF of 12" VCP 148+50 to 151+49. Inland Concrete poured bottom of MH 15. Davies crew excavated and laid 20 LF of 15" VCP from the edge of existing traveled way into MH 18. • Formed, sandbagged and prepared bottom of MH 18. Called Steve Nix (LOR Eng) and apprised him that all south side telephone poles are now ready to demo. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: ;,ITraffic control as per previous days. Traffic control was picked up at 16:30 with no incidents. Aa PAGE: 1 of White -Protect File INSPECTOR: Yellow -Contractor Steve Bauer Pink -Inspector CITY OF FONTANA INSPECTOR'S DAILY REPORT REPORT NO. 74 DATE: 6/17/02 DAY NO: 1106 DAY: ` SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER' ; TEMP :" WIND'".` PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST 70-84 > . MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify.Whlch): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS"OR'EQUIPMENT DELIVERED: I 4 NON -CONFORMING MATERIALS OR WORK (Reason' for non-conformance):: 'FIELD PROBLEMS (Which could result In delay or claim): IPac Bell reports completed splicing south side poles; Poles could be ready to demo tomorrow. FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: I • SUMMARY OF CONSTRUCTION ACTIVITIES: 'Davies crew excavated and laid 250 LF of 12" VCP 146+00 to 148+50. Inland Concrete poured bottom of MH 14. Davies crew excavated and laid 20 LF of 15" VCP from CL of existing Stover Ave past the edge of existing. traveled way. LOR geotech on site. , Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: (Traffic control as per previous days. Traffic control was picked up at 16:30 with no incidents. 1 PAGE: 1 of 1 Whlte-Project File INSPECTOR: Yellow -Contractor Ste SE Bauer Pink -Inspector CITY OF FONTANA INSPECTOR'S DAILY REPORT rr REPORT NO. 73 DATE: ` 6/14/02 DAY NO: 1105 DAY: SUN MON TUES PROJECT TITLE: Slover Avenue Sewer Improvements WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER = TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. SUNNY 32-49 CALM CONTRACTOR: A.W. Davies, Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST 70-84 MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: -: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( m EQUIPMENT, IN USE OR IDLED (identify Which): ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERJALS OR EQUIPMENT DELIVERED: I NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): FIELD PROBLEMS (Which could result in delay or claim): I Pac Bell on site splicing south side poles; FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: SUMMARY OF'CONSTRUCTION ACTIVITIES: 'Davies crew excavated and laid 135 LF of 12" VCP 144+65 to 146+00. Davies crew excavated and laid 20 LF of 15" VCP from MH 17 to CL of existing Slover Ave. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS:;.'Traffic control as per previous days: Traffic control was picked up at 15:30 with no incidents. PAGE: 1 of 1 WhIte-Pro ect File Yellow-ContractorI Pink -inspector CITY OF ,FONTANA INSPECTOR'S DAILY REPORT REPORT NO. 72 DATE:. 6/13/02 DAY NO: 1104 DAY: SUN MON TUES PROJECT TITLE: Stover Avenue Sewer Improvements WED THURS FRI SAT , LOCATION: Poplar Avenue to Sierra Avenue WEATHER TEMP WIND PROJECT NO. SB-67-01 CONTRACT NO. "° SUNNY " 32-49 CALM CONTRACTOR: A.W. Davies, Inc • P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST 70-84 MODERATE SUBCONTRACTOR: . Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE: -: ) Welders ( ) Teamsters ( 1 ) ) Carpenters ( ) Flaggers ( 2 ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT, IN USE OR IDLED (Identify Which): ') ) Wheel Loader ( ) 314 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( 2 Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIALS OR EQUIPMENT DELIVERED: NON -CONFORMING MATERIALS OR WORK (Reason for non-conformance): 1 FIELD PROBLEMS (Which could result in delay or claim): I Pac Bell on site splicing south side poles; backfilled and paved underground work FOLLOW-UP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES: I SUMMARY OF CONSTRUCTION ACTIVITIES: (Davies crew excavated and laid 260 LF of 12" VCP 142+05 to 144+65. Inland Concrete poured bottom and stacked MH 13, also stacked MH 12. Davies crew backfilled and compacted MH 12 and 13. Davies crew formed and poured slurry support for existing H2O main located east of MH 17. LOR geotech on site. Bill Davies visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or secured with temporary fencing. REMARKS: 'Traffic control as per previous days. Traffic control was picked up at 17:00 with no incidents. PAGE: 1 of 1 White-Project,File INSPECTOR: Yellow -Contractor Steve Bauer Plnk•Inspeotor CITY OF FONTANA 1 INSPECTORS DAILY REPORT REPORT#.... 71 DATE.:,,,,.,. > 6/12/02 DAY NO,, 1103 ^..... .... DAY„ ', x SUN . MON TUES PROJECT TITLE: Stover Ave Sewer Improvements IWED,N: THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue WE•ARiij `TEMP. ; iWIND PROJECT NO. SB-67-01 CONTRACT NO. SUNN`o 32-49 0:10CALWiN CONTRACTOR: A.W. Davies Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST 7084111: MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR S'wORK FORCE ) Welders ( ) Teamsters ( ) ) Carpenters ( ) Flaggers ( ) Operators ( 5 ) • Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( EQUIPMENT IN USE OR IDLED (Identify Which), Blade ( ) ( ) _ - Crew Truck ( 2 ) ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck MATERIAL'S ORIEQUIPMENT DELIVERED: :NON-CONFORMINGMATERIALS ORWORK (Reason for non-conformance): FlELD'PROBLEM ' S"I(wnich"could result In delay or c6(m): ;'; PacBell on site with four trucks splicing south side. FOLLOW,UP INSPECTIONS OF PREVIOUSLY.REPORTED'DEFICIENCIES SUMMARY OF CONSTRUCTION'ACTIVITIES: Davies crew excavated and laid 155 LF of 12" VCP from Stover Ave sta 140+50 to 142+05. Also stacked, backfilled and compacted MH 17. Inland Concrete poured bottom of MH 12 [Larry's crew excavated and laid 15 LF of 15" VCP towards MH 18 LOR geotech on site. Bill Davies visited site All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REMARKS' , Traffic control was as per previous days. Traffic control picked up at 1520 hrs with no incidents e i> PAGE. C:';:; INSPECTOR: Steve Bauer CITY OF FONTANA INSPECTOR S DAILY REPORT „ ,.' ,t,........: _...... _:.... :_ REPORT#... 70 DATE' , 6/11/02 PA. NO. 1102 .:;;:; . DA „ i�ll�FTU � �If� Hi PROJECT TITLE: Stover Ave Sewer Improvements WED. TSUNS FON RI SAT LOCATION: Poplar Avenue to Sierra Avenue WEATHER , ,,TEMP ..:WIND ::: PROJECT NO. SB-67-01 CONTRACT NO. ONSUNNt lIt 32-49 Mt °flf'J,)' CONTRACTOR: A.W. Davies Inc P.C. 50-69 FOREMAN: Jaime Ramirez OVERCAST , ,;`;;F70 84i0"; MODERATE SUBCONTRACTOR: Inland Concrete RAIN 85-94 SUBCONTRACTOR: SNOW 95-UP HIGH CONTRACTOR S>V dikklFORCE: . ,!i ) Welders ( - ) Teamsters ( ) ) Carpenters ( ) Flaggers ( ) Operators ( 5 ) Laborers ( 7 ) Pipe Layers ( Foreman ( 2 ) Cement Finishers ( ) Mechanic ( (EQUIPMENT IN.USE OR IDLED (Identify Which) Blade ( ) ( ) Crew Truck ( 2 ) ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) ( ) 18 W. Dump truck ( 1 ) Compressor ( ) ( ) Welding Rig ( ) Rubber Tire Roller ( ) Backhoe ( 2 ) Loader ( 2 ) Excavator ( Water Truck ( 2 ) Sweeper ( 1 ) Vibrating Roller Wacker ( ) Pavement Grinder ( ) 3 Ton Boom Truck a.MATERIALS,Oa;EOUIPMENT DELIVERED:. ;NON -CONFORMING MATERIALS'`OR WORK (Reason for non-conformance): IFIELD.PROBLEMS (Which'icould result In•delay or claim): r PacBell on site with four trucks splicing south side. FOLLOW=UPINSPECTIONS OF.PREVIOUSLY REPORTED' DEFICIENCIES. : !SUMMARY OF CONSTRUCTION ACTIVITIES Davies crew excavated and laid 140 LF of 12" VCP from Stover Ave sta 139+10 to 140+50. Also finished preparing bottom of MH 17, and laid one stub out of it. Inland Concrete arrived on site at 15:30 hr to pour bottom of 6' MH 17. Existing 27" sewer main was scored (saw - cut). to facilitate a clean break when it's time to bust the top of the pipe out. Called Navarro and Nix to apprise of contractor working OT; both approved. LOR geotech on site. Bill Davies visited site All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REMARKS: Traffic control was as per previous days. Traffic control picked up at 1740 hrs with no incidents ( INSPECTOR: Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REPORT #;,,; 69 DATE;... 6/10/02 DAYNO 1101 .; ..... DAY : SUN r'' MON ti;; TUES WED THURS FRI SAT LOCATION: PROJECT NO. Poplar Avenue to Sierra Avenue SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Jaime Ramirez SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: WEATHER TEM,,: ::1NIND ,;; I'j°'ItSUNNYa,Ic''' 32-49. ,4;r'":CALM, ,r; P.C. 50-69 OVERCAST RI1I70 84),'',`(,( MODERATE RAIN 85-94 SNOW 95-UP HIGH CONTRACTOR 'S`WORKFORCE. Operators ( 5 ) Foreman ( 2 ) Laborers ( 7 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( ) EQUIPMENT IN.USE ORE.IDLED (Identifv Which): Backhoe ( 2 ) Water Truck ( 1 ) Wacker ( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( MATERIALS OR EQUIPMENT.DELIVERED: 'NON -CONFORMING MATERIALSOR WORK (Reason for:non-conformance): ILbFIE ' ' PR' 'OELEMSJ.(Vllhichcould result in delay or claim): PacBell on site with four trucks splicing south side. Note: Underground crew not working at 135+00...plates collapsed into excavation in AM; PacBell apprised and had .FOLLOW-UP INSPECTIONS OF: PREVIOUSLY REPORTED DEFICIENCIES: !. crew on site at 11:30 to repair and backfill. *** Edison crew removed all Stover Ave North side poles except one. SUMMARY OF:CONSTRUCTIoN ACTIVITIES: .' Larry's crew removed steel plates in traveled way sta 158+20, and bega exc for MH 17 (6ft), located on existing 27" sewer at Cypress, sta 154+76. Davies exc and laid 140 LF of 12" VCP sewer main from Stover Ave sta 137+70 to 139+10. Inland Concrete stacked and backfilled MH 11 LOR geotech on site. Bill Davies visited site All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REMARKS.:: Traffic control was as per previous days. Traffic control picked up at 1520 hrs with no incidents \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ INSPECTOR: PAGE 1 of Steve Bauer PROJECT TITLE: Slover Ave Sewer Improvements REPOORT• t< 68 DATE 6/7/02 N<> t}gY.NO.x.>:.;:.;: 1099 TUES:.:.:. DAJt >� z'.: ......................... ......................... SUN MON WED THURS ......................... '#FRi'?> SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Jaime Ramirez SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: U11gATH 32-49 P.C. 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH •CONTRACTOR'SWORK FORCE; Operators ( 5 ) Foreman ( 2 ) Laborers ( 7 ) Cement Finishers ( ) Pipe Layers ( ) Mechanic Welders ( ) Carpenters ( Teamsters ( ) Flaggers ( ) .................................................................................................... >=ciuiProiENT IN'usE OI3 i LED Eldentifv Which). Backhoe ( 2 ) Water Truck ( 1 ) Wacker ( ) Loader ( 2 ) Sweeper( 1 ) Pavement Grinder ( Blade ( ) Excavator ( ) Vibrating Roller ( 3 Ton Boom Truck ( ( ) Wheel Loader ( ) 18 W. Dump truck ( 1 ) Welding Rig ( ) Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( ) :MATERIALS OR: EQUIPMENT DELIVERED,a: .:NON CONFORMING MATERIALSOR WORI<(Reason fornori-cohforrrance). FIELD PROBLEMS(Whichi,could result in delay or:claim) .. ;:. PacBell on site splicing south side. Additional crew continuing underground work at south side sta 135+00 (+ -) :FOLLOIN=UP:INSPECTIONS OFPREVIOUSLY. REPORTED DEFICIENC►ESi SUMMARY OF:CONSTRUCTION:ACTI:VITIES Davies exc and laid 186 LF of 12" VCP sewer main from Slover Ave sta 135+84 to 137+70. Also exc and laid 28 LF of 6" VCP sewer lateral (south) at Slover Ave sta 158+20. Also installed cleanout box 2' outside R/W. NOTE: Box is in driveway and must be replaced with a cast iron box (std detail 125a). Inland Concrete stacked MH 10 and poured bottom of MH 11. LOR geotech on site. Bill Davies visited site All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REMgRK$:: ' Traffic control was as per previous days. Traffic control picked up at 1540 hrs with no incidents INSPECTOR: Steve Bauer REPRT#':.':':> 67 DATE::#€'s€€'s#s€€> 6/6/02 »:;«> 1099 DAY < .:............................................ SUN MON TUES WED ?ThURS ...:.... ............ .. FRI SAT PROJECT TITLE: Stover Ave Sewer Improvements LOCATION: Poplar Avenue to Sierra Avenue CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: Operators ( 5 Foreman ( 2 ) Laborers ( 7 ) Cement Finishers ( ) EQtifi6. EN7.iNal15E OR'iDLED (Id'entify.VVhich). Backhoe ( 2 ) Water Truck ( 1 ) Wacker( ) Loader( 2) Sweeper ( 1 ) Pavement Grinder ( MATERIALS.OR;EQUIPMENT DELIVERED;:. Pipe Layers ( ) Mechanic ( ) Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) NON CONFORMING MA rERIALS::OR WORK (Reason for.non.conformance) :FIELD PROBLEMS (Whiafi:could:result In delayor:claim): began underground work at south side sta 135+00 (+ -) OVERCAST Welders ( ) Carpenters ( ) ( Wheel Loader ( ) 18 W. Dump truck ( 1 Welding Rig ( ) MODERATE Teamsters ( Flaggers Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( PacBell on site splicing south side. Additional crew LLOW=UP:INSPECTI'ONS OF;PREVIOUSLY REPORTED: DEFICIENCIES. •JMMAR:Y OF CONSTRUCTION ACTIVITIES Davies exc and laid 114 LF of 12" VCP sewer main from Slover Avesta 134+70 to 135+84 (MH 11). Also exc and laid 24 LF of 6" VCP sewer lateral (south) at Stover Ave sta 158+20. NOTE: This relocation is replacement for lateral built previously at sta 158+40, which is capped at R/W wye and abandoned in place. Inland Concrete poured bottom of MH 10. LOR geotech on site. Bill Davies visited site All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REMARKS€<: Traffic control was as per previous days. Traffic control picked up at 1515 hrs with no incidents r. PAGE '.of ......1<<. . INSPECTOR: teve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REPfO1RTti> 66 DA 6/5/02 1098 DAYgaiiiiiiiiig SUN MON TOES :"...iiiiiii. THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: ....................... ......................... 32-49 P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH :CONTRACTOR S WORK:FORCE Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( ) EQUIPMENT IN:USE OR<IDLEO (Identifv.Which) Backhoe ( 2 ) Water Truck ( 1 ) Wacker( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder ( ) Blade ( ) ( ) Crew Truck ( 2 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( ) MATERIAL ORi'EQUIPMENT:DELIVERED, NON -CONFORMING MATERIALS OR WORK (Reason for'non-conformance):: FIELb P.R;O6LEMS(Which;could result ln.delayorclaim) PacBell on site splicing south side. I apprised Jason that survey had staked return location at Oleander and Stover as per yesterdays diary. FOLLOW`UP INSPECTIONS OF.P..REVIOUSLY.REPORTEDDEFICIENCIES.:;<.i >< SUMMARY OF CONSTRUCTION ACTIVITIES ...... Davies exc and laid 170 LF of 12" VCP sewer main from Slover Ave sta 133+00 to 134+70. Larry (Davies lateral foreman) called and will be on site tomorrow to continue laterals. LD King survey crew staked radius return at SW corner of Oleander and Slover as per S. Nix (See diary 6/4/02). Inland Concrete stacked MH 9, Davies backfilled and compacted. LOR geotech on site. Bill Davies visited site All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. :REM ARj<S«ITraffic control was as per previous days. Traffic control picked up at 1515 hrs with no incidents INSPECTOR: eve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REPRT `< 65 t7AT € 6/4/02 1097 DiA1t4iiiiiiiiiiiiiiiiiiiiiiii SUN MON.,:. iiii!iii!;!::. ' l. iiiiiiiiiiiiiiiiiiiiiii WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: ATHgi 32-49 GL>>'s P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH ............................................................... CONTRACTOR S:WORK FORCI Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Cement Finishers ( ) Pipe Layers ( Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( Flaggers ( >>=QUIPMNT'IN:IISE OR:IDLED (Identifv.Wich) Backhoe ( 2 ) Water Truck ( 1 ) Wacker( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder ( ) Blade ( ) ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) 18 W. Dump truck ( 1 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( . ) MATERIALS OR:EQUIPMENTDELIVERED N- ONCONF.ORMINGMATERIALSOR WORK (Reason for non-conformance), FIELD P.R OBLEMSi(Which could result In delayor claim) PacBell on site splicing south side, also several supervisors in field meeting re pole relocation at SW corner of Oleander and Slover. FOLLOW=UPiNSP:ECTLONS.OF; PREVIOUSLY. REPORTED: DEFICIENCIES:;;,.: Steve Nix, Gdula, and Casasola met in field with PacBell reps to discuss final Ioc for pole. PacBell advised that Survey will stake curb face of return tomorrow . SUMMARY OF CONSTRUCTIOt'f ACTIVITIES, Davies exc and laid 136 LF of 12" VCP sewer main from Stover Ave sta 131+64 to 133+00 (MH 10). Inland poured bottom of MH 9. LOR geotech on site, with three tests performed, including one retest following additional compactive effort. Bill Davies visited site Nix, and Gdula visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REIviAR'ks'i> Traffic control was as per previous days. Traffic control picked up at 1620 hrs with no incidents Note: Contractor worked late, Navarro apprised. .............................. .............................. PROJECT TITLE: Stover Ave Sewer Improvements REPpRT#t: 64 DATE:::::::::>'<> 6/3/02 1096 s7R....: INi$i:€'.: SUN <' €t 4 >115:! TUES WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: ................ ................. ................ .. ATf >*:R?• 32-49 P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH ................................................................. ;CONTRACTOR S•WORK:FORCE Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Cement Finishers ( ) Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( ) EQUIPMENT fN:USE oR' IDLED ffdenUfy:Wliich) Backhoe ( 2 ) Water Truck ( 1 ) Wacker( ) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder ( ) Blade ( ) ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( ) MATERIA'F S OR'EQUIPMENT.DEUVERED'> ON CONFORMING MATERIALS::OR WORK (Reasoh.forfion-conformance),; FIELD P.ROBLEMS:(Wl •ich could.result iri deayor:claim) PacBell on site splicing south side, and placing pole at SW corner of Oleander and Stover. Requested I provide an ultimate location for pole as per Co plan. FOLLOW-UP'.INSPECTIONS OF.PREVIOUSLY:REPORTEDDEFICIENCIES I called Steve Nix (LD King proj eng) for location, and apprised PacBell rep as follows:Min 60' west of CL of Oleander, min 40' south of CL of Stover :SUMMAR:Y OF.CONSTRUCTION<AC.TIVITIES Davies exc and laid 116 LF of 12" VCP sewer main from Slover Ave sta 130+48 to 131+64. LOR geotech on site, with two satisfactory tests performed. Bill Davies visited site Don Gdula visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. R•EMARKSi Traffic control was as per previous days. Traffic control picked up at 1515 hrs with no incidents PROJECT TITLE: Stover Ave Sewer Improvements REP. O T 63 OATE3 ' > ' < .5/31/02 G►AY. N..,x...... 1095 TUES::::::. DAYS>'•><`': ......................... ......................... SUN MON WED THURS ......................... ......................... :'.'•i<•:':.`:':: SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR:. Inland Concrete SUBCONTRACTOR: P.C. 32-49 50-69 C OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH CONTRACTOR S'WORK FORCE Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( ) EQUIPMENT IN' USE.OR''IDLED (IdentifuWhich) Backhoe ( 2 ) Water Truck ( 1 ) Wacker ( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) ( ) Crew Truck ( 2 ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) 18 W. Dump truck ( 1 ) Compressor ( ) Welding Rig ( ) Rubber Tire Roller ( MATERIALS OR EQUIPMENT DELIVERED bN CONF..ORMING MAT:ERIALS:CR WORK (Reason for non-conformance; • FIELD PROBLEMS>(Which:could result lri.delayor:claim)iiiiii PacBell on site splicing south side FOLLOW.UP.INSPECTIONS.OF.PREVIOUSLY.REP.ORTED DEFICIENCIES.. `. MMARY: OF CONSTRUCTION ACTIVITIES'.::: Davies exc and laid 174 LF of 12" VCP sewer main from Stover Ave sta 128+74 to 130+48. LOR geotech on site, with two satisfactory tests performed. Bill Davies visited site All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REMARKS.':« Traffic control was as per previous days. Traffic control picked up at 1530 hrs with no incidents PAGE; ;;`of........: I ::....... INSPECTOR: Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REPRT'.#€€>: 62 DATE<€€>'>> 5/30/02 1094 ::•::•:MON::::•..::::.: TUES:.::::, DAY >>€< `. ......................... ......................... SUN WED ......................... miii. {L FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: Alf 32-49 P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH ................................................................... :CONTRACTORS WORK FORCE€' Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Cement Finishers ( ) Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( ) EQUIPMENT IN:USE OR IDLED (IdentifvWhich) Backhoe ( 2 ) Loader ( 2 ) Water Truck ( 1 ) Sweeper ( 1 ) Wacker ( ) Pavement Grinder ( Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( O Wheel Loader ( ) 18 W. Dump truck ( 1 ) ) Welding Rig ( ) Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( MATERIALS.ORrEQUIPMENT:DELIVERED NON CONFORMING MATERIALS:OR WORK (Reaon for nonconformance; F:IELD.PRQBLEMS (Which could;result In:delay or claim);: PacBell on site splicing south side .FOLLOW UP.INSP:ECTION'S.OF'PREVIOUSLY REPORTED DEFICIENCIES :;.;:!;;,. SUMMARY QF CQNSTRUCTION ACTIVITIES Davies crew mobilized and moved operation to east of Citrus Ave. Davies exc and laid 132 LF of 12" VCP sewer main from Stover Ave sta 127+42 to 128+74. Inland stacked MH 8, Davies backfilled and compacted Don Gdula called late afternoon with phoned in complaint from resident at 15798 Stover Ave; re contractor left substantial amounts of material (dirt) in their front yard, parkway, and in front of adjacent trailer park. I met with the complainants, and directed contractor to return the referenced area to its condition prior to construction. Contractor and crew worked OT to ensure cleanup was completed to the satisfaction of the residents. LOR geotech on site, with no tests performed. Bill Davies visited site Don Gdula visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REMARKS: Traffic control was as per previous days. Traffic control picked up at 1530 hrs with no incidents PAGE 1 of .. .. INSPECTOR: Steve Bauer PROJECT TITLE: SLOVER AVENUE SEWER IMPROVEMENTS REPORT #«>< 61 DATE < <'<' < 5/29/02 D Y NO.: 1093 WKG :HRS ::i 7am/3pm D'A1J ; ;, ing SUN MON TUES E3ftifEf,#E: THURS FRI SAT LOCATION: POPLAR TO SIERRA PROJECT NO.: SB-67-01 CONTRACT NO. CONTRACTOR: ALBERT W. DAVIES, INC. FOREMAN: RON STRONG SUBCONTRACTOR: INLAND CONCRETE ENTERPRISES, INC. SUBCONTRACTOR: .................................................................. ........................................................... >CONTRAGTOR'S WORKFORCE: Operators (3 ) Foreman (1 ) ...................................................................... VI/EATHE C:: `:>«TEMP.>::<:::<»%:::. ................................................ 1 ...... I :'.:`: 5131ti N ' ':':':; 32-49 > : ?441t f ::: P.C. 'AM •U6J ii OVERCAST ....................... ....................... ::;:PRAE i :: .]]i: MODERATE RAIN 85-94 SNOW 95-UP HIGH Laborers ( 4 ) Cement Finishers ( ) EQU'I'PMENT IN USE l7R''IDLED (I'dentifV Whichl Backhoe (2 ) Water Truck (1 ) Wacker ( ) Loader (1 ) Sweeper (1 ) Pavement Grinder ( Pipe Layers ( Mechanic ( Welders ( ) Carpenters ( ) Teamsters (1 ) Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) Fuel Truck ( Wheel Loader ( ) 18 W. Dump truck (1 ) Welding Rig ( ) Crew Truck ( 3 ) 3/4 Ton P.U. (2 ) Compressor ( ) Rubber Tire Roller ( ................................................................................ MATERIALSs:OR EQUIPMENTDELIVERED NON -CONFORMING MATERIALSIOR WORK.(ReasorFfor non conformance); F]ELD:PROBLE`MS.(WHich couldfresult iri elaybr;claim) ...... PACBELL ON SITE SPLICING ON THE SOUTH SIDE AND NORTH SIDE AT JUNIPER AVENUE. ....................................................................................................................................... E;FOLLbW U0).14SPEGTI.OS OP pREVIOUSLY:RPORTE i!:tit IENCIE ....................................................................................... :S,UMMARY OF.::CONSTRUCTION:'ACTIVITIES:': 75 L.F. OF 8" SEWER NORTH OUT OF M.H. NO. 5 @ CATAWBA AVENUE. PLACED M.H. NO. 7 AND POURED THE BOTTOM OF M.H. NO. 8. PROPER TRAFFIC CONTROL WAS IN PLACE BY 7:15 AM. ALL EXCAVATIONS WERE PROPERLY BACKFILLED AND COMPACTED OR WERE PLATED. THE ROADWAY WAS OPENED TO TWO-WAY TRAFFIC AT THE END OF THE WORK DAY. ...................... ................... REMAR KS<: LOR GEOTECHNICAL GROUP, INC. SOILS TECH WAS ON THE PROJECT. PAG White -Project File Daily Insp Rec Sht 1-Rev 4-11-02 INSPECTOR: DONALD GDULA Ilow?Conti PROJECT TITLE: Stover Ave Sewer Improvements R...................... REP)�R;:T::.3[>;> 60 ::::::::.::: [7AiTE:r�•`::::>:>`::::: 5/28/02 fti{`YNQrw:•>:a:•: 1092 DAY:;:::i;i:K:i:MliiiiiMnin SUN MON::::: ; i>3# t1l s<»€ WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: V...ATFI1 Y:4:•iM P.C. 32-49 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH ............................................................... ............................................................... ::CONTRACTOR`S WORK'FORCI Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( Flaggers ( EQUIPMENT:IN.USE OR;IDLED (Identify Which) Backhoe( 2 ) Water Truck ( 1 ) Wacker ( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder ( ) Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ( ) Crew Truck ( 2 ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) 18 W. Dump truck ( 1 ) Compressor ( ) Welding Rig ( ) Rubber Tire Roller li.MATERIALSniORnEOUIPMENTDELIVERED NON -CONFORMING MATERIALS::OR WORK (Reason for non=conformance)':: FaELD P.ROBLEMS''(Vlfhich could:result in delayor.clafm) PacBell on site splicing south side FOLLOW-tJP.INSPECTIONS OF..P.REVIOUSLY.REPORTED`:DEFICIENCIES: SUMMARY OF CONSTRUCTION ACTIVITIES Davies exc and laid 70 LF of 12" VCP sewer main from Stover Ave sta 122+50 to 123+20. Inland poured bottom of MH 7 LOR geotech on site, with all tests found to meet or exceed required compaction. Bill Davies visited site Don G and Edgar C visited site All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. A EMAR KS:<.: Traffic control was as per previous days. Traffic control picked up at 1520 hrs with no incidents ................... INSPECTOR: Steve Bauer REPO 59 DATE::::``:::<>> 5/24/02 DAxitiox 1091 Niiiiiii DAY«<'.>` .......>€>€: ................. ......................... SUN MON TUES WED THURS ......................... liniiiirRizEE SAT PROJECT TITLE: Stover Ave Sewer Improvements LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: CONTRACTORS:WORK.FORCEt< Operators ( 3 Foreman ( 1 ) Laborers ( 4 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) .................................................................................................... EQUIPMENT:IN;USE ORiDLED'{Identifv:W ich). Backhoe ( 2 ) Water Truck ( 1 ) Wacker ( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder ( .:................:.......................................................................... ,:MATERIALS QR EQUIPMENT DE'LlVERED, Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) NON CONFORMING MATERIALS;OR WORK (Reason fot non=conformancej'< FIELD PROBLEMS:(Whictti'could.result iri:dela or:clafm y • AT sir .. P.C. 32-49 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-U P HIGH Welders ( ) Carpenters ( ) Wheel Loader ( ) 18 W. Dump truck ( 1 ) Welding Rig ( ) Teamsters ( ) Flaggers ( ) Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( Observed discolored soil in trench limits around existing 1" gas service. Contacted Gas Co rep; during field visit he noted location and said to backfill as usual. FOLLOW=UP INSPECTIONS OF:P.REVIOUSLY REPORTED DEFICIENCIES€ SUMMARY OF.CQNSTRUCTIONAC.TIVITIES Davies exc and laid 115 LF of 12" VCP sewer main from Stover Ave sta 121+35 to 122+50. Cleaned Stover Ave for 3-day weekend. LOR geotech on site, with all tests found to meet or exceed required compaction. Bill Davies visited site All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. R EMAR KS':i Traffic control was as per previous days. Traffic control picked up at 1510 hrs with no incidents INSPECTOR: Slteve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REP7RT• t 58 DATE>:':•??? 5/23/02 :<:::>:: €<>>€: 1090 DAY'>':'s': .::.............................................. SUN MON TOES WED :':*. (lff �r`'t`' FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: .................... ................... Y P.C. 32-49 50-69 CALM ........................ OVERCAST 70-84 RAIN SNOW 95-UP HIGH CONTRACTOR'S WORK FORC Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( ) -CIUIPMENT:IN:USE.o♦Z:IdLED (fdentifv Wlichl Backhoe ( 2 ) Water Truck ( 1 ) Wacker ( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) ( ) Crew Truck ( 2 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( ) MATERIA'fS OR'EQUIPMENT. DELIVERED NON -CONFORMING MATERIALS•OR WORK (Reason for.nor .conformarice .............................................................. >F:IELD:P.ROBLEMS:(Whichcould ............................................................... result in:delayorclafm) FbLLUW IIP.INSPECTIdNS OFPREVIOUSLY.REF?ORTED LIEFICIENCIEg SUMMARY OF c NSTRUC:TION ACTIVITIES .... Davies exc and laid 158 LF of 12" VCP sewer main from Slover Ave sta 119+77 to 121+35. Placed temp fencing around MH 6 LOR geotech on site, with all tests found to meet or exceed required compaction. Edgar Casasola visited site in AM All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REMARKS:: Traffic control was as per previous days. Traffic control picked up at 1530 hrs with no incidents Attended safety meeting at City office at 06:00 Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements ? ' 5.7- tT.Algiliiiii I Z o2 p4`': SUN MON TUES ...-"ICED- THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: I1.11/4A.11� t�U►,tC i1 SUBCONTRACTOR: 32-49 CALM P.C. 50-69 ........................ ii.i;i.MiliMEIE MODERATE OVERCAST ( RAIN 85-94 iii0O HIGH SNOW 95-UP Ri Operators (3 , ) Foreman ( ) Laborers (4-) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( S tj`:EF?Nf 1V7?If :>•f 1a l7Fi`>I17 1'`:t7dkuv'1(11hfi4h{'t< ;''< Blade ( ) Backhoe (2-) Loader ( ) Excavator ( ) Water Truck ( ) Sweeper ( I ) Vibrating. Roller ( ) ,Wacker ( ) • • Pavement Grinder ( ) 3 Ton Boom Truck ( 'furATE'RALS' E7;Et3 JIP3K1t, FDELIV;..::.,:: >#:>:!>::>::»>> .... .EKED ................... 3cJr./ OP .Sra0-'C/3ZSC7 Wheel Loader ( ) 10 W. Dump truck ( ) Welding Rig ( ) Crew Truck (Z.) 3/4 Ton P.U. (I ) ) Compressor ( ) Rubber Tire Roller ( N •... hltw4R....IN... ,eas`oi (or:riori-ion ormance W ROB.LEl S (WhicR.G.uId result:in::dalayor claim) .:.; >:.»:::::.::::I �/Vr_ g 14A5 TUVo T1Z .) c 4-5'Y J..t Pe)5 v r cm.k ICE IS, b U,a, t ee(L-, t.At4 -Ix" G6 <INSpt^d 1.- NS: c• • ft Vidi�( 1Y 1ti c . e?""'�NI ''"'" :;I . j,,c. ►S , Gt�u 6- ' . i-4,4Y g ria.rrtsl t o �i g S 0-r eST7MA- d i I 144orK,/�c -r+ SEI:MlilikFiY?DF::'C' N'STRt7.CT[OIV'ACTIUkTI: ::<>::::::::<:::I ] tl1 , c2.2 t 9 c. 4- LM , l 3 t o L2" \ice ‹svv 2 • I'k& J CaDM STA. I 1 3+ S 7,n t L9 -+'3- M I-4 _a l) . 24c . tc,c6b' Cb1M,t54 'rr, M Loa- del4 el \L 1 iSRA4 -rum r its M 1{ 2 i- A MAiMu#1 j IAA-R-f A-1-t--c-E9uo.n 7D MF '02 sP ./7 / 1n1 D c f;167707-1 M (e° _s,-4 . t I (0 4 4 ZA IvM e Acs-IC) rUs. QiiAl L-t ki EA- 7 of (,c Tf- - A Pam- (Sr) ¢4E /mil USi s oA M, �-r vv 2tfG (2.60 U S7 . 'I 17.4 t%e _ CONTIZOZ. As e Pit ttatJ5 M u t mkt_ imPAer / f 0 eLoSci White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: banosimiwainsiit PROJECT TITLE: Slover Ave Sewer Improvements REP7''''":" 56 AATE 5/21 /02 7k,x 0 DAX EEs ' egi,ii: SUN MON <;>3';: `Th ? `;;'`••E. WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: 32-49 CALM P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH :C6N i RA TOFt'S WORK FORCE Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Pipe Layers (. Cement•Finishers,( ) Mechanic ( ) Welders ( . ) Carpenters ( ) Teamsters ( ) Flaggers ( ) ."01014:" NT f l USE:b t IDLED `(Identdy VVliieh} ':' Backhoe( 2 ) Water Truck ( 1 ) Wacker( ) Loader( 1 ) Sweeper ( 1 ) Pavement Grinder (. Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) Crew Truck ( 3 ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) 18 W. Dump truck ( 1 ) Compressor ( . ) ) Welding Rig ( ) Rubber Tire Roller .:MAT.ERIALS. DR EQUIRMENT,DELIVE.REQ. ; . 3cy of 560-C-3250 PCC N'COn.eoril'ormancej<<><: ' EI �ROBLEMS.(Which.could result.,irt.delay,ar...e.a m)... PacBell on site and splicing south side. •FOLWW UP.INSPECTIONS OF€PREV,I.dLid. .::REPORITED.DEF.I`.EtENCtE5 INIARY.OF..GONSTRUCTIO:P1 ACTIVITIES. Davies exc and laid 225LF of 12" VCP sewer main from Slover Ave sta 116+10 to 118+35. Inland Concrete poured bottom of MH 5 at 0700 hrs; I agreed to allow them to stack it at 1400, since they had 2% calcium chloride added to mix. When I left site at 1530 they had still not arrived to stack the hole. LOR geotech on site, with all tests found to meet or exceed required compaction. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. .FElvA Traffic control was as per previous days. Traffic control picked up at 1515 hrs with no incidents . %>:'. >: Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements R.EP tT ` 55 DAT iti> <'< ' 5/20/02 ...,•v:.::.. ....AMENS SUNNI....:I kl .' TUES WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: ;$ti:i::;.;;;;>:.;;. SUNNY 32-49 CALM P.C. 50-69 � _:.' .? :.ti .:i, ».ii . l . . .iii§:?~ ": MODERATE ,,< FEI; ii<I? 85-94 .......`'i` '<'': SNOW 95-UP HIGH Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Cement Finishers ( Pipe Layers ( Mechanic ( Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( ) • ent'ifv' Backhoe ( 2 ) Water Truck ( 1 ) Wacker ( . ) I PM Loader( 1 ) Sweeper( 1 ) Pavement Grinder ( ) 3 Ton Boom Truck ( Blade ( ) Excavator ( Vibrating Roller ( ) ( ) Wheel Loader ( ) 18 W. Dump truck ( 1 Welding Rig ( ) Crew Truck ( 3 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( ) (ReasonlfatiRi o'r=:canfor x anRce <'> > '31 ...................................................................................................... (tiVhlctt..bould tesulf.ttt.tleta�.or �laiml.. ....._ ....... PacBell on site ands spli cing ing south side. VR1`RLJ. Davies exc and laid 130LF of 12" VCP sewer main from Slover Ave sta 114+80 to 116+10. Larry's crew on site to finish lateral located at sta 155+56 from edge of traveled way to 2' outside R/W. Began to rain lightly at 1030 hrs, then heavier showers sporadically throughout day. I shut down mainline crew, but allowed lateral crew to finish, since the shallow trench posed no safety concerns and traffic was not impacted. Lateral crew finished inst cleanout box at 1430 hours, will return on 5-29-02. LOR geotech on site but no tests were performed. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. 1:00. <al Traffic control was as per previous days. Traffic control picked up at 1230 hrs with no incidents 0 n PROJECT TITLE: Stover Ave Sewer Improvements 54 R....,_ 5/17/02 ...fil::lili ilin 1086 P'Airiiiiiiiii.ijiiiiiniiii!:. SUN MON TUES WED THURS iiggiiir n:::::.. SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: AT. TEMP WINI 32-49 CALM P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH CONTRACTORS WORK FORCE Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( ) Backhoe ( 2 ) Water Truck ( 1 ) Wacker ( ) Loader ( 1 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck ( 3 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( No activity by PacBell today. FoLLoW-up.INSpEC1iorIS OF PREVIOUSLY REPORTED DEFIC1ENCIES: MAIRKOF.:C NSTRUCTIOWACTIVI TI Davies exc and laid 172LF of 12" VCP sewer main from Stover Ave sta 113+08 to 114+80. LOR geotech on site but no tests were performed. All backfill was moisture conditioned and placed in 1-2lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. IREMAIRkTraffic control was as per previous days. Traffic control picked up at 1515 hrs with no incidents PAGE: 1 of 1 INSPECTOR: Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REFRT #: 53 t7RT`'•. 5/16/02 ii 1085 DAY SUN MON TUES WED <'':.2:'f':F311'R0`':'s FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: AT SUNNY 32-49 CALM P.C. 50-69 MODERATE RAIN 85-94 SNOW 95-UP HIGH ............................................................................ .:CONTRACTOR S'1NORK F'DRCE '' Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( ) Welders ( ) , Carpenters ( ) Teamsters ( Flaggers :EQUIPM N1`'IN'.USE oR:jbLED'(Identjfv.Wh`ich). Backhoe ( 2 ) Water Truck ( 1 ) Wacker ( ) Loader ( 1 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck ( 3 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( ) MATERIALS OR EQUIPMENT DEfIVERED; 3CY of 560-C-3250 PCC ON -CONFORMING MATERIALS OR WORK (Reason for.non-conformance); FIELD PRbBLEMS' (Which:oouid.result Irfdelayor:clafm) Met in field with Nix, Casasalos and PacBell reps re urgency of removing north and south side poles on Slover east of Citrus. F`bLLOV11:11P.INSP£CTIONS oE.PREVIousLY..REP.ORTEo DEFICIENCIES.;; 5'uMMARY OF CoNSTRUCTION:ACTIVITIES Davies exc and laid 48LF of 12" VCP sewer main from Stover Ave sta 112+60 to 113+08. Work was slow due to several utility crossings across Catawba Ave. Inland Concrete stacked MH 4, Davies backfilled. Contractor working OT again. Navarro and Nix apprised re overtime. LOR geotech on site, all areas tested were satisfactory. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. .....................:... REMARKS:::;: Traffic control was as per previous days. Traffic control picked up at 1645 hrs with no incidents »:1 Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REPP3.R # '# . 52 Da? 5/15/02 IJAY>i�t�.,x.>:.>:.>: 1084 D A1i':iiigi!iiiiiiiiin SUN MON TUES >IVE'•<':>` THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: 32-49 CALM P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH ONTRACTOR S WORK.FORCI Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( Teamsters ( Flaggers ................................................................................................ EQUiP,MENT fM:UsE OR ICLED (Identify VVl ich) :: Backhoe ( 2 ) Water Truck ( 1 ) Wacker ( ) Loader ( 1 ) Sweeper ( 1 ) Pavement Grinder ( ) Blade ( ) ( ) Crew Truck ( 3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( :MATERIALS OR>EQUIPMENT DELIVERED 3CY of 560-C-3250 PCC NON CONFORMING MATERIALSOR WORK (Reason for non' -conformance] FIELD PROBLEMS (Which could. result. ln.delay or.claim) No PacBell on site today. FOLLO.W.up:INspECTIO'N'S OF:PREVIOUSLY.REpoRTED DEFICIENCIES',.::: SUMMARY OF.CQNSTRUCTION ACTIVITIES ....... Davies exc and laid 105LF of 12" VCP sewer main from Slover Ave sta 110+55 to 112+60. Inland Concrete poured bottom of MH 4 Ioc at sta 109+81, also stacked MH 3 at sta 106+50. Davies had four man crew work 1.5 hours of OT backfilling at MH 3. Manhole was observed to be above grade and will be adjusted tomorrow by removing one grade ring. Navarro and Nix apprised re overtime. LOR geotech on site, all areas tested were satisfactory. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were.either plated or temp fenced. REMARKS< Traffic control was as per previous days. Traffic control picked up at 1600 hrs with no incidents INSPECTOR: Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REPORT;#>€€: 51 DATEs» > > < 5/14/02 1 083 DAY Milaiiiii SUN MON::::: ?3'•>::. '. S#>':'•>: WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: ':sU((fr{7H 32-49 ........................ CALM P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH CONTRACTORS WORK FORCE: Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Flaggers ( ) EQUIPMENT i ib e3:0DLED (Idohtifv.Whi h) Backhoe ( 2 ) Water Truck ( 1 ) Wacker ( ) Loader( 1 Sweeper ( 1 ) Pavement Grinder ( Blade ( ) ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck ( 3 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( :MATERIALS OR'EQUIPMENT DELIVERED: 3CY of 560-C-3250 PCC IJON CONFORMING MATERIALS;OR WORK (Reason for non-conformance) FIELD P:R OBLEMS(Which€could.result in: delayor:clalmj on south .side of Stover between Oleander and Juniper. PacBell on site with four trucks splicing and moving poles OLLO1l -UP INSPECTIdN`S OF. pREVIOUsLY.REPORTED DEFICIENCiES,.<:>. SUMMARY O.F. CONSTRUCTION ACTIVITIES: Davies exc and laid 155LF of 12" VCP sewer main from Stover Ave sta 109+00 to 110+55. Inland Concrete poured bottom of MH 3 loc at sta 106+50 LOR geotech on site, all areas tested were satisfactory. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REMAR Traffic control was as per previous days. Traffic control picked up at 1515 hrs with no incidents ...................................................... ...................................................... INSPECTOR: Steve auer PROJECT TITLE: Stover Ave Sewer Improvements REPORT # `< `: 50 DAT s < > 5/13/02 1 082 ..:.: TOES; :.:•:: [3i41Amigi iii: SUN > iik:' .�tiiiiii•€'•> > WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: .............. ................ ATH ................ 32-49 CALM P.C. 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH aCONTRACTOR'S WORK FORCE: Operators ( 3 ) Foreman ( 1 ) Laborers ( 4 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( Welders ( ) Carpenters ( Teamsters ( ) Flaggers ( ) QUIPM�NT'IN' USE OR 1DLED tidentify Wli'ich) Backhoe ( 2 ) Water Truck ( 1 ) Wacker( ) Loader ( 1 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) ( ) Crew Truck ( 3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( MATERIALS OR:EQUIPMENT DELIVERED; ::... NON CONFORMING MATERIALS_OR WORK (Reason.for:non-cbnforinanc FIELD P.R!bBLEMS (Which could result in delayor ciafmp on south side of Stover between Oleander and Juniper. PacBell on site with four trucks splicing and moving poles FOLLOW; UP. INSPEC.TIo.N`S..OF.PI EVIOUSLY REPORTEDfDEFICIENCIES;;., IJMMARY OF CONSTRUCTIONAGTIVITIES Davies exc and laid 200LF of 12" VCP sewer main from Slover Ave sta 107+00 to 109+00. All south side laterals are now complete from centerline of existing roadway to R/W, with the following exceptions: sta 155+56 is complete to edge of traveled way and plated; need to relocate lateral at 16559 Stover. LOR geotech on site, all areas tested were satisfactory. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. ....................:: :REMARKS::>: Traffic control was as per previous days. Traffic control picked up at 1515 hrs with no incidents .................................. ................................... INSPECTOR: Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REPORT ' `: 49 D—. 5/10/02 DAYS;:;:;::;;;:;::;;:: SUN MON TUES WED THURS ......................... ......................... s>E):':.`:: SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: SNOW 32-49 95-UP Eff MODERATE HIGH ............................................................. ........................................................... CONTRACTOR"S WORK'FORC Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Cement Finishers ( ) Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 ) 1=OUIPMENT iN:USE OR,IDLED`(ldentifv.Which) Backhoe ( 3 ) Water Truck ( 1 ) Wacker ( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck ( 3 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( ) ........................................................................................... >MATERIALS OR€EQUIPMENT:DELIVERED NON CONFORMING MATERIALS OR WORK (Reason for•non-conformance FIELD PR:OBLEMS(Whictti::bould result in.delayor:claim)........ Still waiting on PacBell and Edison to remove/relocate poles FOLLOW=UP..INSRECTIO:NS OF. PREVIOUSLY REPORTED: DEFICIENCIES: ...................................................................................................... SUMMARYOF:CONSTRUCTIO.NACTI:VITIES .. Davies exc and laid 130LF of 12" VCP sewer main from Stover Ave sta 105+70 to 107+00. Also exc and laid 18LF of 8" VCP at sta 179+24. LOR geotech on site, all areas tested were satisfactory. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REMAR Traffic control was as per previous days. Traffic control picked up at 1515 hrs with no incidents .................................................. INSPECTOR: teve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REPART`?< 48 DATES::;:?? 5/9/02 •AY. {V.x:.;; 1 080 :•::::'MON'::::,.:•: TUES.,:..:. DAYS;>>>':'•>»: ........................ ....................... SUN WED > T11L $ FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Inland Concrete SUBCONTRACTOR: P.C. Co -VCR CAS RAIN ......................... ......................... ......................... 32-49 Aterah 85-94 CAL MODERATE SNOW 95-UP HIGH .............................................................. €`CONTRACTOR 8:WORk:FORC Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 ) QUIPMENT IN:USE OR IDLED (Identify Whii h}. ; .. Backhoe ( 3 ) Water Truck ( 1 ) Wacker ( ) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) ( ) Crew Truck ( 3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( ) ....................................................................................... ?MATERIALS OR: EQUIPMENT.DEUVERED: NON CONFORMlNG.MAT,ERIALS:OR WORK (Reason for:non=conformance).. ..................................................................................................................... :FIELD P.R,:OBLEMS:(Which:'could result ln:delayor:clafm) Ron Strong transferred to Rancho Cucamonga project. Still waiting on PacBell and Edison to remove/relocate poles :F'oLL6W.4.UP. INSPECTIo:Ns.OF PREVIdUS'LY. REPORTED DEFId1ENCIES „. suMMARY OF C N5TRUCTION ACTIVITIES Davies exc and laid 161LF of 12" VCP sewer main from Slover Ave sta 104+09 to 105+70. Also exc and laid 3OLF of 8" VCP at sta 179+24. Reviewed and made adjustments to progress pay estimate with Ron Strong Contractor's crew ran late, Navarro and Nix apprised. LOR geotech on site, all areas tested were satisfactory. Bill Davies visited site. He will remove wider AC area in rest of mainline. Steve Nix, Don Gdula and Edgar Casasolas visited site. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. All open trenches were either plated or temp fenced. REMARKSt : Traffic control was as per previous days. Traffic control picked up at 1610 hrs with no incidents INSPECTOR: teve auer PROJECT TITLE: Slover Ave Sewer Improvements REV 47 5�O �. 1U7Q �������� �������� SUN MO0 TUEm ��R. M THVRS FR| SAT Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.VV.Davies Inc FOREMAN: Ron Strong Inland Concrete MODERATE Operators ( 4 ) Foreman( u ) Cement Finishers Mechanic Laborers <.7) Pipe Layers } Carpenters VVelders( ) Teamsters ( 1 ) FlagQars< 3 > ) Water Truck 1 > Wacker ( > Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder< } Blade( ) Excavator ( Vibrating Roller (3 Ton Boom Truck > ) ) < > Wheel Loader( ) 18W.Dump truck ( 1 > Welding Rig ( ) Crew Truck( 3) m4Ton F\V.( 2 > Compressor( ) Rubber Tire Roller ) Still waiting on PacBell and Edison to remove/relocate poles Also exc. and laid 27LF of 6" VCP at sta 175+12; installed cleanout and box to 2'outside R/W. Inland Concrete stacked MH 1, Davies backfilled and compacted. Davies crew excavated and laid 1 801-F of 12" VCP sewer main from Slover Ave sta 102+29 to 104+09. All backfill was moisture conditioned and placed in 1-2' lifts, then compacted using hoe and sheepsfoot wheel. Met with homeowner at 0255-031-03 (16559 Slover Ave), agreed on where to relocate his lateral. All open trenches were either plated ortemp fenced. Directed Jaime (mainline foreman) to screen all bedding and shading material as per Spec. Steve Nix, Don Qdu|oand Edgar C|on000|ouvisited site. Bill Davies visited site. �REM'A'pKS':ATraffic control was anper previous days. Traffic control picked upat153Ohnswith noincidents mmpsoTom: teve Bauer PROJECT TITLE: Stover Ave Sewer Improvements hgF9... . '1""' 46 0.61r...nigiiiii: 6/7/02 DAYN..i*:. „..„....„.„..„,,. ',.:.,..: , 1078 0.045$gmg 0700-1530 DAY SUN SUN MON WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: 1S/ji_44.4 etTN,Cair:gd- SUBCONTRACTOR: • OVERCAST z VIP MODERATE RAIN SNOW 9b=1:11' HIGH Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 ) Backhoe ( 3 ) Water Truck ( 2 ) Wacker ( ) Loader( 3 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck ( 3 ) 3/4 Ton P.U. ( 3 ) Compressor ( ) Rubber Tire Roller ( MATERIALS OREQUIPMENT DELIVERED reWORK( FIELD PROBLEMS (WhIchcould:resultin:delay REPORTED.FcDLLOW-UP INSPECTIONS OF PREVIOUSLY lb EF. b4tAzg L.A.a) t2.11 VCP sLovr..41- 5-ros t GO +2A- -ry 102_ 144.c. LA.mex4... ceraA) 255- Ea" VcC STA- . 'MIA -t‘t L4N6 CerOc2G-Te, So-n-Dm. 10c. M.Pc e._ POPLAR-. 6xisnAi &S"'tdursa-__ PigC- v.) A5,, sror Prro) ctieJ cur icts ()E2- Vow, remp A-r glo&14_e_ 50v11-1 St,0 LA.TEZAA--5 -rEcik- ca,-) srrei 44.(- o :REMARKS. Traffic control was as per previous days. —reAfrco_. colo-reen_. eir,v_Eb OP /550 1„/ raj ft0 /Ate,/ 0693-r-S , PAGE: 1 of 1 INSPECTOR: teve Bauer PROJECT TITLE: SLOVER AVENUE SEWER IMPROVEMENTS R4P:012T#E<: 45 DATE:;':;':;:;;# 5 6 02 DAYNO,> 1077 WKG HRs;i 7am/3pm •D:AY < « � <;: SUN IN.. I < > ? TUES WED THURS FRI SAT LOCATION: POPLAR TO SIERRA PROJECT NO.: SB-67-01 CONTRACT NO. CONTRACTOR: ALBERT W. DAVIES, INC. FOREMAN: RON STRONG SUBCONTRACTOR: INLAND CONCRETE ENTERPRISES, INC. SUBCONTRACTOR: ?`CONTRACTOR'S WOR1f FORCE Operators (4 ) Foreman (4 ) WEATHER:::>::>:::::TEMR::<:: < <><:s::„. ...... SUNNY 32-49 '> •.4`AI M» iii:: ........................................... >3. ER ''.. . iiiiO ':7S3'+k# MODERATE RAIN 85-94 • SNOW ' 95-UP HIGH Laborers (9 ) Cement Finishers ( ) EQUIPMENT IN<USEOR IDLED Odentify Whic Backhoe (4 ) Water Truck ( 2 ) Wacker ( ) Loader ( 3 ) Sweeper (1 ) Pavement Grinder ( Pipe Layers ( Mechanic ( Welders ( ) Carpenters ( ) Teamsters (1 ) Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( Fuel Truck ( ) Wheel Loader ( ) 18 W. Dump truck ( 1 Welding Rig ( ) Crew Truck ( 4 ) 3/4 Ton P.U. (3 ) Compressor ( ) Rubber Tire Roller ( MATERIALS OR:i:EQUIPMENT DELIVERED NON CoNFOR.MING M'ATERIALS.;OR WORK{Reason for rion coriformance) ;: FIELD :RROBCEMS (Which could�esult in:'delay or claim):: FOLLOW 0)44)§PEC'LIONS.OF:P.REVIOUSLY.RErbal.EtYDEFICIENCIES..;;; ................................................................................................ SUMMARY OF:!CONSTRUCTION:ACTIVITIES' SOUTH SIDE LATERALS @ STATION 166+63, 8" 170+73 MH NO. 23. PAVED SOUTH SIDE LATERALS @ STATION 137+27, 138+36 AND 140+43. STARTED 12" VCP @STATION 99+67 MH NO. 1 INSTALLED 80 L.F. PROPER TRAFFIC CONTROL WAS IN PLACE BY 7:15 AM. ALL EXCAVATIONS WERE PROPERLY BACKFILLED AND COMPACTED OR WERE PLATED. THE ROADWAY WAS OPENED TO TWO-WAY TRAFFIC AT THE END OF THE WORK DAY. REMARKS>IILOR GEOTECHNICAL GROUP, INC. SOILS TECH WAS ON THE PROJECT. PACBELL WAS NOT ON THE PROJECT. PAGE< White -Project File Daily Insp Rec Sht 1-Rev 4-11-02 aUv`.�:Corra INSPECTOR: DONALD GDULA ': >': '''' '': > '' P PROJECT TITLE: Stover Ave Sewer Improvements REPORT:' 45 DATES:>>`': 5/6/02 DAY:>kf0 <€>» 1077 TUES:::::,. ; :"<:>:?:< R RAY,;;:.;;:.>:.;:.;:.;:.; SUN ''?:>'.�1;�?(±i�•> WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: 32-49 OVERCAST RAIN SNOW - P MODERATE HIGH CONTRACTOR'S:iViWORK FORCE Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 ) EQUIPMENT fN.l1SE OR>IDLEb`'(Id'ehtifv Which) . Backhoe( 3 ) Water Truck ( 1 ) Wacker ( ) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder ( ) Blade ( ) ( ) Crew Truck ( 3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( ) MATERIALS OR:EQUIpMENT DEf IVERED ON CONFORMING MAT:ERIALS:OR WORK (Reason for.norconformance)i FIELQ PROBLEMS'(Which::could result indelayor'.claim) : F:OLLOW=UP iNS'PECTION'S OF:pREVIOuS"LY REP.ORTED':DEFICIENCIESi ............................................................................................. SUMMARYOF CONSTRUCTIONtAGTIVITIES I did not work this date, see Don Gdula's report this date. :REMARK ........................................... .......................................... INSPECTOR: Sve Bauer REPI RT`#t i ' 44 t7ATE €> '_ <' 5/3/02 1076 DAY>:i'i?<':n[, SUN MON TUES WED THURS ...................... ...:':R ;<< SAT PROJECT TITLE: Stover Ave Sewer Improvements LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: 32-49 CAL 5(5-69 OVERCAST MODERATE RAIN SNOW 95- HIGH ........................................................................ :CONTRACTOR S:WORK'FORCE Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Pipe Layers Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 ) .........:................................................................................. �EQUI?MENT IN I1SE O!. Pt�LED (cientifvUVficl) Backhoe ( 3 ) Water Truck ( 1 ) Wacker( ) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder Blade ( ) ( ) Crew Truck ( 3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( :MATERIAfS ORSEQUIFM......................... NON CONFORMING MATERIALS :OR WORK (Reason for non-conformance) FIELD PROBLEMS' (Which:oould.resi t In delay or claini);> No sign of Pac Bell to remove/relocate poles. FOLLOW;IJP.INSPECTIf)NS.OF.PREVIOUSLY..REP:ORTED DEFICIENCIES; SUMMARY.OF CONSTRUCTION.A'CTIVITIES;'> Davies exc. and laid 52LFof 6" VCP at sta 166+33 to 2' outside R/W. Trench was paved using temp AC (cold mix) in existing traveled way. Resident at 16559 Stover Ave not pleased with lateral location. Will replace in location as per his directive. Pipe support for existing h2o main at lateral was poured using single sack slurry sand. Fontana H2O Co located and marked existing lines in possible conflict with proposed sewer main near Poplar Also washed and swept eastbound Stover Ave within const area. LOR tech on site, performed one test (satisfactory) Met with Jaime (Davies foreman)to discuss methodology he will use during work on mainline (commencing Mon) .................. =REMARKS: Traffic control was as per previous days. Traffic control picked up with no incidents ............................................................................ INSPECTOR: Steve Bauer PROJECT TITLE: Slover Ave Sewer Improvements gge.P0T'Aiiiiii 43 0#110§iiiMi::i::: 5/2/02 DAYNO: 1075 DAY: SUN MON TUES WED lig::::::Vii FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: TEMP 32-49 111M11.11 RAIN SNOW 95-UP WI ICCCall MODERATE HIGH Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 ) Backhoe ( 3 ) Water Truck ( 1 ) Wacker ( ) Loader ( 2 ) Sweeper( 1 ) Pavement Grinder ( ) Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) Wheel Loader ( ) 18 W. Dump truck ( 1 ) Welding Rig ( ) Crew Truck ( 3 ) 3/4 Ton P.U. ( 2 ) Compressor ( ,) Rubber Tire Roller ( ) ktd OME Two Cat 235 track -hoes delivered to site for mainline crew. y r,cla No sign of Pac Bell to remove/relocate poles. bAtt tib Ki bit S'OrCiliSAARY4:000NSTRUCTIONIAtTIVITIESM- Davies exc. and laid 52LFof 6" VCP at sta 164+17 to 2' outside R/W. Trench was paved using temp AC (cold mix) in existing traveled way. Completed backfill and compaction at Slover Ave sta 159 + 31. Pipe support for existing h2o main at lateral was poured using single sack slurry sand. Also washed and swept eastbound Slover Ave within const area. LOR tech on site, performed one test (satisfactory) LD King survey crew on site Don Gdula covered site for me in AM (personal business) REMARK Traffic control was as per previous days. Traffic control picked up with no incidents INSPECTOR: teve Bauer PROJECT TITLE: Slover Ave Sewer Improvements REPEI' 42 t7ATE> 5/1/02 1074 DAX SUN MON TUES iiiiiiiiiiii".... THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: 32-49 CALM OVERCAS MODERATE RAIN 85== SNOW 95-U P HIGH CONTRACTORS>WORK,FORCE Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( Teamsters ( 1 ) Flaggers ( 2 ) 6010 i IN USE OR IbLED (Identify 1lVl icti): Backhoe ( 3 ) Water Truck ( 1 ) Wacker ( ) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck (, ) Crew Truck ( 3 ) Wheel Loader (• ) 3/4 Ton P.U. ( 2 ) 18 W. Dump truck ( 1 ) Compressor ( ) Welding Rig ( ) Rubber Tire Roller ( MATERIALS OR:EQUIPMENT DELIVERER:.:>< 3 CY of single sack slurry sand w/1% calcium chloride added; NON CONFORMING MATERIALSIDR WOR. K (Reason for non;conformance) FIELD PROBLEMSIi(Which:coutd result in:delayor claim) PacBell onsite removing poles FOLLOW-UP INSPECTION'S.OF.PREVIOUSLYREPORTED DEFICIENCIES..:; SUMMARY: OF..CONSTRUCTION ACTIVITIES Davies exc. and laid 48LFof 8" VCP at sta 159+81 to 2' inside R/W. Trench was paved using temp AC (cold mix) in existing traveled way. Also excavated and laid 52LF of 6" VCP at sta 161+46 to 2' outside R/W. Observed backfilled trench to be slightly pumping, so plates were placed over temporary paving within existing traveled way. Pipe support for existing h2o main at both laterals was poured using single sack slurry sand. Also washed and swept eastbound Slover Ave within const area. LOR tech on site, performed one test (satisfactory) Bob McCollum (SB Co) visited site...no problems. Don Gdula covered site for me in AM (personal business) REMARKS Traffic control was as per previous days. Traffic control picked up at 1515 hrs with no incidents i INSPECTOR: Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements f3':: 3 i5?4 SUN of'<`z M N WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong. SUBCONTRACTOR: SUBCONTRACTOR: �N 32-49 (CALM> .C. 50-69 OVERCAST � MODERATE RAIN 85-94 iltagliiiiiM SNOW 95-UP HIGH CONTRA.=0R5 V1TORlf FORCE' Operators ( 4-) Laborers (q- ) Foreman (? ) Cement Finishers ( ....................... GTUTPM ENT>I `SE OR IDLED ildentifv Whlc Backhoe ( 3 ) Water Truck ( ) .Wacker( ) Loader(7j) Sweeper ( % ) Pavement Grinder ( Pipe Layers ( ) Mechanic ( ) Blade ( ) Excavator ( ) Vibrating Roller ( ) ) 3 Ton Boom Truck ( Welders'( ) Carpenters ( ) ( ) Wheel Loader ( ) W. Dump truck ( ( ) ) Welding Rig ( ) Teamsters (t ) s(- Crew Truck (3 ) 3/4 Ton P.U. ( Z)- Compressor ( ) Rubber Tire Roller ( ) MATERIAES R.EQUIPMENTDELIVERED I Ct♦)N�ORM�14� MA1'6F�'IALS•f�ft WOR'14<(f�eason:lorno�=cfl�forrriaiicej; <: LD. PROBLEMS: (W hiCh..cauld:Pesult.iri.delejt or.;Cl2irji c7LLc5W Uf�.1N N ;r :R1=,V(d�s Y R Obii a D ptciENclVA-r-. 6L- c 2 ,t S c»3 S t'LE eaDeATvn». (L iwiI/tlt.- fotGS b4V1• G�L61J ble,c— � l-A'l4"g oNF- 4' \I( A,r- 'i 1 A - .ST?Q- t Sq 4-3 - 1.44' t.ne'.4' 10T - C4-64f%-kn.,1-- 63& V i r-r141 k7-" ' C� p MS n1ef t 51143 14e S 13t.O0O A-e,5o • A-t r st -F O1= 40 `'' V Pif2 q-T - -A- t to t-1-0'�- War ?0 .MNTARY>K F CONSTRUCT iON ACTIVITI (}- -t'o(c_ � r -r- �✓ 14 R -t ( W t,-n- 42ert-S PAc -11-& A , $ WIc..001-U4A V tSt'reb t- - N O A ,-t ►-S, REMARKS ' I 1244C- C.O7✓n, A PC-_ Per,lt ous - 100 i j c.c Otfin5 . White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: Yellow-Coi PROJECT TITLE: Stover Ave Sewer Improvements ;ii:: . : yyy}iiiii 1/37,7(1Z- p i:,'.. IA"ti j t}y>E ilii: : SUN MO TUES WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: :a l # ....::::::<•`::>'1: t kP<:;8::: ;::i ::::WNI :::: ,: NN 32-49 tCALIV C. 50-69 ........................ OVERCAST 70-84 MODERATE RAIN ..... ................. SNOW 95-UP HIGH CO'NTRACTORS>WORX FORCei. Operators (') Laborers ( Foreman ( ) Cement Finishers ( ) '600MEII.IF' USE Ofi IDL„b (lde lt,fv Whi' h1, Backhoe (3 ) Water Truck ( ) .Wacker( ) Loader( Z. ) Sweeper ( 1 ) Pavement Grinder ( OdtkfAtedkiteki.10,16if DELIVERED°,s`. Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Blade ( ) ( ) Excavator ( ) Wheel Loader (, ) Vibrating Roller ( ) /9 W. Dump truck ( ) ) 3 Ton Boom Truck ( ) Welding Rig ( ) Teamsters () FtALt;.E ZS (Z) Crew Truck (3 ) 3/4 Ton P.U. (Z ) Compressor ( ) Rubber Tire Roller ( ICON CCtNFORMING MATERIALS OI�:WORK (f eascn:fornon-conformance] :.. F:I:ELD PROBLEMS (Whldh caGld r` iu in delay ot!Claliji 11-i1 L,L$JO st l i0 042- P/ -t:Cj L-( - p`oi..:::E1bD`d:F[CL::; f'. N bN . pP I�ttEVlchU LYRE . R�' EN DAvt SUM MARY:i }F COKISTRUGTCON AC71VITlES':'.:<> F (o \TC�P AT- 4,_wea- -h40 ( ro 5i �), etPE o �v Z ovrsi iJE �o rse � A-26A-- J T1 p� -. A-J o s � G�w ,I�GNI � ta4UYAJ6- R'r--`-;tip I4�C� Qi<13 -f- 4 my) t -n4 spti)3J -ro czl& cs C'sbi Pi Z , --s-TJ O4vi w 4 N 4i, �P•�cs�L -,mo o F t '170 rl ►,C-- ' FClUj4 :0.$1 -r2A-M c- C Le'T__ Pee._ p2.e1 1 Dos 1 5, (Jc ; ct o 7 PAGE White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: on a PROJECT TITLE: Stover Ave Sewer Improvements REPORT 39 DAI ('»>?> 4/26/02 AY.i�tc)11 1071 MON:::::....; TUES:.:::. DAY;:::> liiiii'> ......................... ......................... SUN WED THURS <I<':'.>Fi':<< SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: SUNNY 32-49 CALM OVERCAST 70-84 MODERATE 85-94 SNOW 95-UP HIGH ...................................................................... ;CONTRACTOR'S WORK FORCE Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( Welders ( ) Carpenters ( Teamsters ( 1 ) Flaggers ( 2 ) LQUiPMENT IN'USE OR' IDLED fldentifV.Which) Backhoe ( 3 ) Water Truck ( 1 ) Wacker( ) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ( ) Crew Truck ( 3 ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) 18 W. Dump truck ( 1 ) Compressor ( ) Welding Rig ( ) Rubber Tire Roller ( ) `MATERIAfS.OR EQUIPMENT:DELIVERED'' 3 CY of single sack slurry sand w/1% calcium chloride added; NON CQNFORMING MATERIALS;'OR WORK (Reason for non-conformance) FIELD.PR'OBLEMS (Which could result indelayor.claim). Still waiting on PacBell and Edison to remove/relocate poles E`OLLOW-UP.INSREC.TION'S OF PREVIOUSLY REPORTED DEFICIENCIES ,,.:.;<. >SUMMARY OF GONSTRUCTION.ACTIVITIES I Davies exc. and laid 48LFof 8" VCP at sta 151+70 to 2' inside R/W. Trench was paved using temp AC (cold mix) in existing traveled way. Also backfilled and compacted at sta 150+87 from 2' outside R/W to edge of existing travelled way. Pipe support for existing h2o main at sta 150+87 was poured using 3 CY of single sack slurry sand Also washed and swept eastbound Stover Ave within const area. LOR tech on site, performed one test at sta 150+87, result of 93% rel comp. (satisfactory). LD King survey crew on site staking sewer main east from Poplar at 25' intervals and 12' offsets. REMARKs!:<> Traffic control was as per previous days. Traffic control picked up at 1515 hrs with no incidents PAGE 1 of INSPECTOR: Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REP;t RT# 4/25/02 #SAY> 1070 DAlf `: <:.':?:<. SUN MON TUES WEDlllfRS'' FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: ......................... III<7 32-49 CALM P.C. 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-U P HIGH CONTRACTORS WORK FORCI Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 ) QUIPMSNT IN USF dR:IDLPC:(Identify Wl chY': Backhoe ( 3 ) Water Truck ( 1 ) Wacker ( ) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder ( ) Blade ( ) ( ) Crew Truck ( 3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( ) MATERIA`LS..OR;EQUIPMENT DELIVERED' 6 CY of single sack slurry sand w/1% calcium chloride added; Covers for cleanout boxes with "sewer" marked instead of "irrigation" were delivered and installed at all boxes. NON CQNFORMING MAT;ERIALSOR WORK (Reason for rion-conformance)': .F:IELD PROBLEMS! (Which could.result in.detayor:clalm) ....:. jStill waiting on PacBell and Edison to remove/relocate poles FOLLOW-UP...INSPECTIdN'S.OF.P.REVIOUS'LY.REPORTEDDEFICIENCIES :;: SUMMARY OF CONSTRUCTION ACTIVITIES Davies exc. and laid 22LFof 6" VCP at sta 146+50 to 2' outside R/W. Trench was paved using temp AC (cold mix) in existing traveled way. Also exc. and laid 25 LF of 6" VCP at sta 150+87 from 2' outside R/W to edge of existing travelled way. Pipe was shaded, backfilled using screened native material. All open trench was plated and fenced off. Trench was backfilled as per previous laterals Also stripped forms at sta 135 + 00 and 142+23 Also washed and swept eastbound Slover Ave within const area. LOR tech on site, performed one test at sta 149+05, result of 90% rel comp. (satisfactory). D. Gdula, F. Molinos and Y. Patanwala visited site in PM. REMARKS::< Traffic control was as per previous days. Traffic control picked up at 1515 hrs with no incidents INSPECTOR: teve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REPORT# >: 37 DATE >> 4/24/02 DA.NCS�x.;:.>;:.: 1069 TUES:•:.::. D :igiigiiipillig, ......................... ........................ SUN MON ......................... :`•> -- I: THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: WEATF;)>=1 «WiN 32-49 CALM P.C. 70-84 MODERATE 85-94 SNOW 95-UP HIGH :CONTRACTOR' S:WORK FORCE;: Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 ) ;EQUIPMENT IN,USE OR'IDLED /identify Whiich): Backhoe ( 3 ) Water Truck ( 1 ) Wacker ( ) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) ( ) Crew Truck ( 3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( MATER1ALs OR E'QUIPMENT'DELlVERED"' 6 CY of single sack slurry sand w/1% calcium chloride added; 3 CY of PCC (520C2500) NON -CONFORMING MATERIALS:OR WORK (Reason for non-conformance); FfELD PROBLEMS':(Which:could result.in delayor:clafrrm) Still waiting on PacBell and Edison to remove/relocate poles Began raining on site at approx 1100 hrs, raining hard at 1230. Project was essentially unaffected. 1 0LL0W-UP:INSPECTIONS OF:PREVIOUSLY.REPORTED DEFICIENCIES.;;:> (UMMARY OF CONSTRUCTION ACTIVITIES Davies excavated and laid 30LFof 6" VCP at sta 146+50 from centerline of existing traveled way to short of existing curb and gutter. Pipe support for existing h2o main was poured using single sack slurry sand w/1% calcium chloride added. Also excavated and laid 3OLF of 6" VCP at sta 149 + 05 to approximately 2' outside R/W. Cleanout box installed at same location. Trench was backfilled as per previous laterals Also poured 16 LF of curb and gutter at sta 135 + 00 (Item 13); also poured 52.5 SF of PCC for sidewalk at same Ioc (Item 14); also poured 50 SF of sidewalk at sta 142+23 Also washed and swept eastbound Stover Ave within const area. LOR tech on site, no tests performed due to rain. Bill Davies visited site. REMARKS: Traffic control was as per previous Traffic control picked up at 1445 hrs with no incidents .................................................. Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REPS7T::!'•: 36 DAtE:>`?`: 4/23/02 1068 t3Pll„gam SUN MON::::.: :?E:E:E JwJ:>:#i:. WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: i:A7Hi*4> 32-49 CALM P.C. 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH CONTRACTOR S'WORKFORCE' Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Pipe Layers Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 ) QUiPMENT.IN.USE O{2;It5LED:tldentifv Which). Backhoe ( 3 ) Water Truck ( 1 ) Wacker ( ) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder ATERIAtS OR EQUIPMENT DELIVERED >?' Blade ( ) ( ) Crew Truck ( 3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( ) 6 cy of single sack slurry sand w/1 % calcium chloride added ON CON. FORMING MATERIALS OR WORK (Reason.for hon.conformance)° FIELD PROBLEMS:(Which could:result in delayor,clalm): Still waiting on PacBell and Edison to remove/relocate poles Contractor severed Edison street light conduit (unmarked) at sta 142+23; Edison sent repairman out immed. E` LLOW UP, INSPECTIONS.OF:PREVIOUS'LY..REPORTED DEFICIENCIES:;. SUMMARY.OP.CDNSTRUCTIONACTIVITI ES Davies excavated and laid 30LFof 6" VCP at sta 145+26 from centerline of existing traveled way to short of existing curb and gutter. Pipe support for existing h2o main was poured using single sack slurry sand w/1 % calcium chloride added. Also excavated and laid 22LF of 6" VCP at sta 142 + 23 to approximately 2' outside R/W. Cleanout box installed at same location. Trench was backfilled as per previous laterals Also washed and swept eastbound Stover Ave within const area. LOR tech on site and performed one test at sta 145+26, result = 94% rel comp. Received copy of contractor's work schedule from Don Gdula, copy to C. Navarro (City of Fontana), apprised D. Wintergerst (LD King) REMARks€ Traffic control was as per previous .—/1 INSPECTOR: Steve Bauer PROJECT TITLE: Stover Ave Sewer Improvements REPORT#` 35 DAT<>€'>>'>` 4/22/02 1067 lQ(?EE>'.#<TUES::::::: 3 DAB(::`•:>':3f<I#3?i SUN WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: ATf 32-49 CALM P.C. 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH ............................................................. CONTRACTOR'S WORK FORC Operators ( 4 ) Foreman ( 3 ) Laborers ( 7 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1 ) Flaggers ( 2 ) .."QUIPMENT iN'-USE oR IDLED:(IdentifvWhich) Backhoe ( 3 ) Water Truck ( 1 ) Wacker ( ) Loader ( 2 ) Sweeper ( 1 ) Pavement Grinder ( Blade ( ) ( ) Crew Truck ( 3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck ( 1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( MATERIAfS..OR EQUIP.,MENT..DEEIVEREQ 6 cy of single sack slurry sand w/1 % calcium chloride added NON CONFORMING MATiERIALS O'R WORK (Reason.for•non-conformance One failed test at sta 142 + 23 (1' below FG) ::FIELD PROBLEMS:(Which' could.tesult(n.:delayor:claim) Still waiting on PacBell and Edison to remove/relocate poles .FOLLt5VN:L1P INSPECTION`S OF..P..R VIbUSLY REPORTED>DEF.ICIENCIES SUMMARY:.OF.CONSTRUCTION•ACTIVITIES,.::: Davies excavated and laid 30LFof 6" VCP at sta 142+23 from centerline of existing traveled way to short of existing curb and gutter. Pipe support for existing h2o main was poured using single sack slurry. Also excavated for same at sta 145+92 (moved from 145+26 at owner's direction), however, due to conflicts with existing PacBell bundled lines in parkway area, it was determined to locate this service as per plan (145+26). Trench was backfilled as per previous laterals, including 4' wide column of single sack slurry sand to support existing h2o main (transite). Temp paved using cold mix Original lateral location (145+26) was saw cut using pizza -cutter roller attachment on backhoe bucket. Also washed and swept eastbound Stover Ave within const area. LOR geotech (Jeremy) on site and tested backfill of both referenced trenches, with one found to be of unsatisfactory relative compaction. Will retest tomorrow. REMARkS (Traffic control was as per previous; picked up at 15:30 hrs with no incidents. .................................................... .................................................... INSPECTOR: eve auer PROJECT TITLE: Stover Ave Sewer Improvements ggeg....... ••::::: 34 jp.i.:.::,.... •,siii..110:::,.. 4/19/02 aAYJ4�:',•:0:,:ii:: 1066 ...yMiiiii.:.:,;i:g SUN MON TUES WED THURS :iiiidOiIiiii::, liiiiiiiiiiii SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: CONTRACTORS WORK FORCE: Operators ( 2 ) Foreman ( 2 ) WEATR TEMP 32-49 CALM P.C. 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH Laborers ( 4 ) Cement Finishers ( ) Backhoe ( 2 ) Water Truck ( 1 ) Wacker ( ) Loader( 2 ) Sweeper ( 1 ) Pavement Grinder ( Pipe Layers ( Mechanic ( ) Welders ( .) Carpenters ( ) Teamsters ( 1 ) Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( Wheel Loader ( ) 18 W. Dump truck ( 1 ) Welding Rig ( ) ( ) Crew Truck ( 2 ) 3/4 Ton P.U. ( 2 ) Compressor ( ) Rubber Tire Roller ( ) MATERIALS OR EQUIPMENT DEIJVERED HELD PROBLEMS .................................................................... Still waiting on PacBell and Edison to remove/relocate poles dLOW.Wg1N8Otit10a§b0MA tVid():§tY•ktObAtgditit.foltNdit§igiN Retested prey failed laterals at sta 140+1 and 138+36 following additional h2o cond and compactive effort with acceptable results. SUMMARY OF CONSTRUCTJOF'J ACTIVITIES Davies laid 22LF of 6" VCP at sta 139+13 from edge of existing tray way to 2' past R/W. Clean -out was installed as per typical this job. Previously failed laterals located at 138+36 and 140+1 were opened up and reworked by removing upper 3 to 4 ft, compacting "bottom" with vibra-plate, then backfilling one foot lifts of Class II AB that had been brought to near optimum moisture content. LOR tech on site to retest prey failed areas, w/both found to meet or exceed min rel compaction recommendations. Additional tests were performed at sta 139+13 and other areas, with all satisfactory. Davies laid temp AC (cold mix) in existing traveled way and pulled traffic control at 14:30 hours. Also washed and swept eastbound Stover Ave within const area. All stockpiled spoils and misc equipment located west of Oleander was cleaned up and/or moved to contractor's yard. PacBell crews on site to relocate/remove poles, but no progress was observed. REMARKS Traffic control was as per previous with no incidents. PROJECT TITLE: Stover Ave Sewer Improvements riii-iiili ...: ::::.:TUES ::::.. 4?1>�>:>EEE ........................ SUN MON WED J S FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: Q h1/t,Q.L_L Co. SUBCONTRACTOR: 32-49 CALM P.C. 50-69 ........................ ........................ OVERCAST 70-84 MODERATE RAIN ' :'>;:^:;: SNOW (' "95-UP HIGH::::;:::. ........................................................ ........................................................ ........................................................ Cf�NTRi4CTOR: S>1NO:Rlf> FO Ri Operators ( Z. ) Foreman (g.. 6daiii;NT IN ( Laborers (A ) Cement Finishers ( Pipe Layers ( Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ( ) Backhoe ( Water Truck ( ` ) .Wacker ( ) OR IDLED (ides tifv.WFi1'c Loader ( Sweeper (( ) Pavement Grinder ( ..:........................................:.................................. ................................................................................ TERIAF e6kiE&ii0NI ktibtt IVERED::: <:<:: Blade ( ) ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) lir. Dump truck (� ) 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck (Z) 3/4 Ton P.U. (Z) Compressor ( ) Rubber Tire Roller ( oN OON ORMINC MATE R ALB' OR ( Reasonfornon conformance 6-lvNl A 3� Ct ((-1- /�i� G �f'O ATT �A�I ELb.1?ROBLEMS.(lllltiiCli::�atald.�esuif.ut.de ay:nr.Clairp):. ..:.....:;•: 1? r P` � 1� (Saki •'bL 'EP. .................... SOtditION VI 4 -f-O T 57-1 L,(_ �L F. i Of2 iEI DI=PICIENCIES :: /_�Q-r (� S� i} /''34� -f-` (p) SUNJMARY>i?FCONSTRUCTION ACTIVITJ.ES<.;.. ;.: 0,¢k./ /��s (' 2siN Ey-c- (3c -/-/3. /9> EA'vetJJFcoz Mrtlof$rr.Yst t1 t (-T ( 7b cc_ A-.hrND 0128-- v-549P'AL,G-c.r,4l6d / s u 6,ets—1 v - �?? ' r� ) M�}r r='02 <Jlo i-. )fl- tad !t C_c._ LA-cAeD cJv62 1T c f IDS AJ1� g viZ A c 2E14J (1,0.s S ALL- -L C ?)-r t -J,.IGL L1 �Kea Are -EA- E 1-S -ro 59r.11 ee. J u 4tiL�n v 5t-E +G uJ- e �► crl C7 CA- %r=24 F rzyvt �1J sT�t,cl , �c C-r� c�t�4- Cr v�(7 cAg7u c-I-T1--5 N- ®(�t%�) -r 126 JC+ -r2A-L/�! / Lt. ' P2 -5 , lclL� ao Gt—aS a 7v( 9f:; ) ttWvrre„ lAms 4.%eeL sr_c. 7c - l -7-Ecz4 ct f- / 3 v- t-r t 4ccEPrAet g Ifs 'PE; -R Mat .126 ConvAir1Gx�1/-t/v�GG67vS/5-rC T t7 iurai i s<>I �r � C'eI ��A lc W4 o // (C( rr /DOTE: L-- r A-t_Cd, --r 13R -f 3 1 S White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: ................................................. ;'<< ellaw Contractor> PROJECT TITLE: Stover Ave Sewer Improvements : 3 Z• QK; f3AY.NO....:.. ;::.;: .... . .31infaiiiiiiiiiiii SUN MON TUES ED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: SUNNY 32-49 CALM P.C. 50-69 t�W MODERATE AIN 85-94 ...........iig SNOW 95-UP HIGH RACTORS:WORk FORCE:.....#'s Operators ( Foreman ( Laborers (Lj—) Cement Finishers ( Pipe Layers ( ) ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1 ) QUiPMENT::IRiUSE OR%IDEEDitt leritifv?Wide Backhoe (2 ) Water Truck ( ( ) ,Wacker ( ) •TERIALS. Loader(7.) Sweeper ( ) Pavement Grinder ( Er3UIPMENT'DELIVEREE Blade ( ) ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) /0W. Dump truck ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck (71 3/4 Ton P.U. (z ) Compressor ( ) Rubber Tire Roller ( KRA, lNG FA-1 CoMP roxt 1 S /S ( 7A 14-0 +01 l 38473 (v — n/ o 0At- c UPPW 3' 1 1-f 2-0e eri o"$ F1:ELD.F?.ROBLEMS::(Which::could.>result in delay:or:claim) -'n-('E_A l GtCFI J X ( / t'T Lc 11- US/N 6- '1/UA- ., 3' L -1 l F L)S/xiG Slur iNSO' G'tibNS:b pFtEVl0Us1>lREPO ' tiditgdf tUMMARYi F CONSTRUCTION ACTIVITI I b,4 .n. Otfeu) /A.t Sr-Q-u CI> n Lc=Ai i -our 1.7-LE S'�'.}- 13 e + 3k. ` /A s7-71-r GI _6x4-A.) awl'-'_ 140+4, 14c.,So AeN-9.4=. g By tvJ Lr► �'-� tIVEa -1 rt774 Q TAM aw"Le) w (1T— A'!,c- e.o crun4 1 Pr=z,2. Ccu� Fat Cif) kt i t /Eon L6 4 U-Y1i - S rs>ij €c)T l 7-r) oe exvit PA -a c. o.i . �� 1. fre,I4 1t4 ck -51-1�.PkPS For r� v�J N-r tk r-n / 4 ,c 14-) 0 P- j g&AI r aTv/P4-c7�h REMARKS>l i -PA4 r- noru eot ,062.- P2su"oLYS v/iIo /1\16€681.1775. `�iz2A Currrie Arrgr14Mt=TYr e7A( 1-be guddGr uG ) Tr -' Cfm AGE_5r,+-L31+13 White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: 0 itr PROJECT TITLE: Slover Ave Sewer Improvements • 'i::'ii':'..7:..y .11::. 3 i ........ PAY4111 CrUB81 .:: ....,.oliom SUN MON WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: SUBCONTRACTOR: Ron Strong SUBCONTRACTOR: SUNNY 32-49 47......... 50-69 OVERCAST (7079 M9DE!iyF. RAIN 85-94 IiiMMORg.! SNOW . 95-UP HIGH NTRACTORISWORKFOROMMR Operators ( ) Laborers ( e, ) Pipe Layers ( ) Foreman ( Cement Finishers ( ) Mechanic ( ) Backhoe ( Water Truck ( ) .Wacker( MATERALS OR EQUIPMENT DELIVER Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) Welders ( ) Carpenters ( Wheel Loader ( ) 1SW. Dump truck ( ) Welding Rig ( ) Teamsters ( ) Crew Truck ( 3 ) 3/4 Ton P.U. ( ) Compressor ( ) Rubber Tire Roller ( 4 '611,(2- 144 ast> Lre(24-e-i tea LetTh _c-vrt.)26 OLLW-UP traPf4e-retti&i6NIMiiVitrfEW1cleftvis -Two C-426AK 6,<4.._ 4 L-A-Vh 67 " v c . , ._., t-tvraiL. V6 5Th lg 8 + 3 10 ri 41-o -fr ep 1 , 447-641.4-- .5?TA t 44, -)--c' 1 tAi A-5 L2P 77, Pop 64e,r/.40-- . ,S,,a Gs-E- sar_e___si 12(7,1 94-lac o t94-s- Pesospeo 71, ( -r71Vg, 1'124145 17-- 1-J2.0 /4504.40/VOTE : 6,ist Pede7 r- 1 A r.i.-.. 06 ,46,-.1- -rt:, Accr-t-ga44—E1 r)1A9-bkte,... or 51--rdt21&e 54)6- r-evtera‘t -(4T', ,S-Pr- u P 5v Fh g gimp 140174425 -i-o A1.4-614 --/c., -114 " -1-.444,1-1-er,r-cror - tvJoci<skst- i /1..J___ e 14 1 ,Q 6- ereX Z. A Mas6 L'N 1 rora-t J‘itoc or. MacsriA2e. Loc-- vri‘ 1-446 ht/6. ‹u Lohder ( ) Sweeper ( ) Pavement Grinder ( etwr6 *-AJbr,t Uc o ex it1/4-1 oq0 ug v•3 old srrg- uoks AtcPaaiG_ r(i rG tc, 3(1 >e) Laik_ Stiurg- 5(/)F. t-4,--rraeke-5' -rz:2 N/L,S crrr. rrr../Q -- . t-61f4 /4,12 T-ga4- Tes-r- SA/4P r-nre- MAK, Te_Ar-6 r_ irwt— A-S" pet- C 7 0t--)us- v -re-Acke etTelL—VCAZ-ef uf I / ,•(0 N(i 1-.)r-z-t 75 , White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 Y&low Conha 5/------ r6 INSPECTOR: Piot PROJECT TITLE: Stover Ave Sewer Improvements iv;;i:iiiii aA 3V . ei0; > TUES>::: I .�M'..M' iiiiEEEEE>'• SUN WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: : :111! ........:.: :• •ltiV0.:::::: SUNNY 32-49 CALM OVERCAST —70-84 MODERATE �11A 85-94ii::M4!:::::;Niiiitiiii SNOW 95-UP HIGH "fike nR`S iAr'''R}f>FORCE i0Mi' Operators ( Foreman ( EQ'U(PM ENT Backhoe ( ) Water Truck ( .Wacker( ) Laborers ( ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) OR E IDLED (ldentifv Whlch) Loader( ) Sweeper ( ) Pavement Grinder ( ) IIIII.. II I IIf IIIIIIIII.IIIII11111111i11,41. 1,1111,11 1# ,'I 1 ATERIAE S OR.Et UIPMENTDELIVERED:..... Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( Welders ( ) Carpenters ( Wheel Loader ( ) 10 W. Dump truck ( ) Welding Rig ( ) Teamsters ( ) Crew Truck ( ) 3/4 Ton P.U. ( ) Compressor ( ) Rubber Tire Roller ( NON Cc»IFORMING MATERIAL WORK:(Reasori:fornon:conformance) . ELO.PROBt EM. hich.could:t�salt.fn.tlelaj�oY.Gt2irp) :...;:.... :: S>rJ F?:RE:VIdUSLY R POR QED tJEFICIENCIt S .. :: 'SUMMARY �COIV$TRUCTION AC�IVITt.ES,.: :.::: icl oiv - W ore-4N C p/} D(J -ram (tea-,,,1 R E1v1AR S Sea . W t-n-I- L ' i G 5'u saw ,t) ti-r a✓y w / c,c_. (3 E tou-r—a(46940. PAG•»#'•> iiEs >>iE >><` >`»»Er?»> White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: ow n PROJECT TITLE: Stover Ave Sewer Improvements Ri't 1`::} s: l : �Y:t::•:::':::r':•i:•: l2—oZ G11jF SUN MON TUES WED THURS CAD SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: C UM3 32-49 P.C. 50-69 ...................... OVERCAST 70-84 MODERATE RAIN c miliiim SNOW 95-UP HIGH ......................................................... ��>✓ONTRACT'OR5 uV4RK FtiRi Operators (3 ) Foreman ( 7 ) Laborers (6 ) Cement Finishers ( Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) EQUIPMENT ff'I•IJ6tibitIDLED tideritrfv.Wh1'c Backhoe(Z) Loader(Z ) Water Truck () .Wacker( ) Sweeper ( \ ) Pavement Grinder ( Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ( ) Wheel Loader ( ) few. Dump truck ( ) Welding Rig ( ) Crew Truck (3 ) 3/4 Ton P.U. ( Z.) Compressor ( ) ' Rubber Tire Roller ( ) MATERtAL:S OR .Et1UIPMEN:1 .DELIVERED::::•: N C�hl'�'bRMit�l(3.1 tkrAt§itiki3ORD (Reason1or non:coriformance :: ;::>: BLEMS .:WhiCh..criuld etti in delay or Claire);' LLb1N of ItJSi i eff EDbg0icir=NCIES ..I t11+i1ivMAfi1l ORCOtsISTRUC PION ACTIV Tt.ES .:......:. u4A/1,a 614C.. '�iC LA•14, 6 V c 9 66.6 z6 Grp rza►tir� 13 4 -1_3 31 4-iv7j i 3�- - -1 3 . Brrr�F -rT )Cbf 64-ciasca6 4JS tiG %fM1 . -TriAce 14 8S w rrl4 SN llfvrn-- tg i Ei ixi IESI I 72 A-ch_ / 4 Q6tt PPOh ov5 t' -r-w- O i 1.c c Or5ttrrr5 ...:.:... . White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: aN1ont I I PROJECT TITLE: Stover Ave Sewer Improvements ? !i ;4)t:::'?? :>: 1,oz :::<.:.::.::.>:.:.:.:.;:.;;:.>:.>:.; 1 Y ................. SUN MON TUES WED URS� FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: (iUNay 32-49Cat-P. P.C. ' 50-69 Miliiliiiiiiingn OVERCAST 0-84 MODERATE RAIN 85-94 ........................ ................. SNOW 95-UP HIGH >��CONTRA�T(�f2'S>1NOFt}f:Fd RAG Operators ( ) Foreman ( ) Laborers ( 7- ) Cement Finishers Pipe Layers ( ) ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) �QUfPA/I�NT ll� l7: Backhoe () Water Truck ( ) .Wacker( ) EiiORADLED cider (ifV.Whleh Loader( Z) Sweeper ( ` ) Pavement Grinder ( ) (TERIALS OR.Et�UIPMENTDELIVERED' :::..� Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) ( ) Wheel Loader ( ) 16W. Dump truck ( 1 ) Welding Rig ( ) Crew Truck (3 ) 3/4 Ton P.U. (L ) Compressor ( ) Rubber Tire Roller ( ) I CONFORMING jMATEI IALS O WORK<(Reason:fornon-corltormance)t> < PR{�BLEMS:(WhiCh could restlf in dela�+':oC.clairr VI LJS�YRE'OR'TEb D FICIFNCIES ,iH�'s �4- t7 )34 f3}/ove) r 2o1M 134 )2LA-tfe " VGP TA-13-4- -1-s3 < =eart 3i-5JMTvTARY>tFCON:TRU''T0NACTIVLTIE C,e-2 mac. i v - Z.-n ( -+ cam►, - Ste. k1 t L. Cmb.ic. G ) VtS i s �: >✓—C;I-I�Nt� � 5 .�,�c( -r-ID. S (: �� /i .)-rl+�.kv ► _� -ro °j,1 , r' sTv�.4c faCSS €a'EivriRk5:` Ti 2A i,c. C.CwzrroL, /4-5 P6e.. MeV( ous •w t-svi /-La bnc C Ian S White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 PROJECT TITLE: SLOVER AVENUE SEWER IMPROVEMENTS REPORT.#:;s 27 DATE.:;..:.::.;:: ...................... 4/10/02 DAY NO ' 1059 WKG IRS' 7am/3pm DAYs> ..................... SUN MON TUES az??::WEE?:::;:::::::: THURS FRI SAT LOCATION: POPLAR TO SIERRA PROJECT NO.: SB-67-01 CONTRACT NO. CONTRACTOR: ALBERT W. DAVIES, INC. FOREMAN: RON STRONG SUBCONTRACTOR: (NONE) SUBCONTRACTOR: ............................................................... CONTRACTOR`S1 dfik FORCEr'i Operators (3 ) Foreman (3 ) ii1A/EATHER ......::TEMP..;::..:.:WIN D.:..; ''E» sU?f Y>>i 32-49 Sr -Altos_ i P.C. #iiAM 9 6Iiiii OVERCAST iiiiiiiE? I T0i 4<': MODERATE RAIN 85-94 SNOW 95-UP HIGH Laborers ( 7 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) EQUIPMENT IN USE OR IDLED,(ldentifv,Which):: Backhoe (3 ) Water Truck (1 ) Wacker ( ) Loader ( 2 ) Sweeper (1 ) Pavement Grinder ( Welders ( ) Carpenters ( ) Teamsters (1 ) Blade ( ) Fuel Truck ( ) Crew Truck (3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2 ) Vibrating Roller ( ) 18 W. Dump truck (1 ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( ::MATERIALS ORiEQUIPMENT DELIVERED'1 ,':NON -CONFORMING MATERIALS OR WORK(Reasonfor'riori-conformance)_;: FIELD: PROBLEMS.(Whlch cculdresult in delayor.claim). ', .. OLLOW UP.INSPECTIONS.OPP.REVIOUSLY.REP.ORTEDiDEFICIENCIES SUMMARY OF:CONSTRUCTION'ACTIVITfES SOUTH SIDE LATERALS @ STATION 134+87, 135+00, AND 136+91. STATION 129+60 8" LATERAL ON SOUTH SIDE COMPACTION TEST BY LOR GEOTECHNICAL GROUP, TEST OKAY. CONTRACTOR REPAIRED PVC EDISON CONDUIT AT STATION 134+87. PROPER TRAFFIC CONTROL WAS IN PLACE BY 7:15 AM. ALL EXCAVATIONS WERE PROPERLY BACKFILLED AND COMPACTED OR WERE PLATED. THE ROADWAY WAS OPENED TO TWO-WAY TRAFFIC AT THE END OF THE WORK DAY. REMA}hKS. LOR GEOTECHNICAL GROUP, INC. SOILS TECH WAS ON THE PROJECT FOR ONE COMPACTION TEST. PAGE White -Project File Daily Insp Rec Sht 1-Rev 4-11-02 ovi=Cohtra INSPECTOR: DONALD GDULA e PROJECT TITLE:. Stover Ave Sewer Improvements < ` 2 tar < •. -02 PAY.NQ,:<:::::.: O ::::.....::.:: :. ::::. 1 13j'*`i#>': SUN M O N T U E S THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: SUNNY 32-49 CALM P.C. 50-69 ................... OVERCAST 70-84 MODERATE RAIN 85-94 SNOW 95-UP HIGH CE�NTRi4�TO12'S'1IV0'IZIf>FOR Operators ( ) Laborers ( ) Foreman ( ) Cement Finishers ( ) *QU MENT N US>" t7R IDL>^D . dentifv Wh c f Loader( ) Sweeper ( ) Pavement Grinder ( Pipe Layers ( ) Mechanic ( ) Blade ( Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) Welders ( ) Carpenters ( ( Wheel Loader ( ) 10 W. Dump truck ( Welding Rig ( ) Teamsters ( ) Crew Truck( ) 3/4 Ton P.U. ( ) Compressor ( ) Rubber Tire Roller ( ON-CCNF 5RMING MA`TER'IALS Off: WORK i eason. for non�corifoFrriarce)�... . FJELD.PROBLEMS Which..¢:auld;�esult.in.dela :or..Claim) . >;� NSR#G':i VIOtJSLY #2);F?ORTED.D FICIENGIES .;li dl SUMMARY' OF CONSTRUCTION ACTIVITIES; l ,/l- A(dr U-A, LI'- o OD' ) &T1 Ia 1 '+ 5 I #•NAGM White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: Backhoe( ) Water Truck ,Wacker( ) MATER1AES.OR E(3t,IPMENT DELIVERE't PROJECT TITLE: Slover Ave Sewer Improvements .i:i.........5.....::,...:.::.:::..................:::::............7.i:i clre, ...i.i..i.i..:.i.i ...... ................................................................ -02 itai :Qiiiiiii tc5-e eft/ES) .l.:1111.lij, I:iiiiiiiiiiiiiiiiiiiigig SUN MON WED THURS FRI SAT LOCATION: PROJECT NO. Poplar Avenue to Sierra Avenue SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: VifF:X: I giiiilit..... .;iinii::iiiia:r agrLII>i) 32-49 CALM P.C. 50-69 OVERCAST "74 MODERATE RAIN 85-94 SNOW 95-UP FIIGH CONTRACTORS WORI< FORCE: J Operators ( ) Laborers ( ) Foreman ( ) Cement Finishers ( Backhoe ( Water Truck ( I ) .Wacker ( ) Loader ( 2..) Sweeper( ) Pavement Grinder ( Pipe Layers ( ) Mechanic ( Blade ( Excavator ( ) ) Vibrating Roller ( ) ) 3 Ton Boom Truck ( ) Welders ( ) Carpenters ( ) Wheel Loader ( 10 W. Dump truck ( Welding Rig ( ) ) Teamsters ( ) Crew Truck (3 ) 3/4 Ton P.U. (5 ) Compressor ( ) Rubber Tire Roller ( ) MATERIALS OR EQUIPMENTDELIVERED. 41dicgdeSt460'iiAiNdFM'Atr0.4.iAts§idkVidiK(0666.4666ii'2C'66f8iiiiiii6•••iMMI FoLLow-up:IwspcTIoNs OF PREVIOUSLY REPORTED DEFICIENCIES: It(fiCAMAkSebta5NtilkidtibWrAdtiVitit§EIMM D64.1n. elec. LAA ?A t_e Lt.( v (12 e ca-A. s- 13 , aA-c4r-As -c-d-sr-iA4-e-, -447v5 c- LAI 2 L c- k Vc-ige STA- i le 4- 1-1 . cA-e...e._ SIAPPart;r: Arvim GowtP/2-c..srr.. 44.11 eLO REMARKS: 112,(4c _ c.n,frfiet, /4-5 fiavi tais %.-TIA- /4 0 cA ktat:5 I PAG White-Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: Yellow Contractor -10iiklii4&4600 PROJECT TITLE: Stover Ave Sewer Improvements !iMiii:iii,: ,........:...i:NO :;,...........Agg DAY SUN SUN tr-.1 TUES WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: gdegfiUdfdaWAWigdfie Operators ( -3 ) Foreman ( 3 ) wirr 32-49 50-69 ' OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH Laborers ( 8 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( Backhoe ( 2_.) Water Truck ( k ) Wacker ( ) Loader ( 2„) Sweeper ( ) Pavement Grinder ( Blade ( ) Excavator ( Vibrating Roller ( 3 Ton Boom Truck ( ) Welders ( ) Carpenters ( ) Wheel Loader ( ) low. Dump truck ( 1) ) Welding Rig ( ) Teamsters ( ( ) Crew Truck (3 ) 3/4 Ton P.U. ( 3) Compressor ( ) Rubber Tire Roller ( ) .1. 4 70/vs ef-' 3/4 " cizaariza.creccs).Ait.,.. vogie4g-c-e-ano st-a..421 ies esre_ frty ,26,64,6st- Mi WORM • 'TERM RIIIRe.asgniferi:neb f conormo ,• ce MATRIALS OREQU!PMENT.DELtVER BLS 1116 '::%86:1''''Igisd iREP:OliTEDDEFECIENCIE bkvIes 4L.,44, 2.4-/ (%- t," kice n(3st— eave.6 /064,6 .-)03444- LAA-14./ EroPecag— ccra. b42.0 „Ht..). o p.i.v,),,..e_e_._4....4..r.rd44.cs sr_.4_0011.4_41e1izo±13,4 - 73 4- 2-*:Z 01 %et 4 -rcros bet.) 64uL,..et. 4 GOGA4. its rrr- rre.- (4.• A-M be,2, -rr--41-rr IA/ L1r14- Lecc4'r-,44ce. grc cc/La-5. 4EMARR:''' 112416c. rilmniZoL. As Pam", wrrio* 1•4 b //UGC A i‘.)7.5.. INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements 7.77.i.i.i.§7.7 a4 !!!!!riiii 4/sioz..., .. d 17A1(>s .......................... .......................... SUN MON TUES WED THURS � /j SAT. LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: <ii'ii :VINi3> SUNNY 32-49 CALM P.C. • RAIN 70-84 85-94 MODERATE SNOW 95-U P HIGH .CONTRACTOR.S.Wi Operators (3 ) Foreman ('7 ) PM Laborers ( !a ) Cement Finishers ( •iIDLE (identify which Backhoe ( Z) Water Truck ( t ) Wacker ( ) Loader ( Z,_) Sweeper ( I ) Pavement Grinder ( MAT; I IALS EC1UIPMENts ELUVEREi Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( Teamsters ( ( ) Blade ( ) ( ) Crew Truck (3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. (3 ) Vibrating Roller ( ) tr. Dump truck (( ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( l• t[/ AC_ NFOEM I ICI( .................. �A;FER I;A1 Q . M6A ...................................................... easonlornot conformance L' LE result rn delay er.'cIsim F.OI LQ Lae nal ///Jt s!-iF�3 S4+ C:DrQ 64c44 (A-7 &,2 t2c ov2 TO Pavttit 6-. ALL Iwo ct s % eV, kedvS, SUM'MAR; OF.G S; Djertite, 6Ac c ' LA-tr 24 eti\/c%J 2°t + Iva CM M q} PcP6 uA45 rs.446D) seAc, A,cc6 r Gcrlionc75:0. tek-so PAvtd) t . e. s - cot. 4-5-0roe + Set 141,4 109 4-6/ W«UPINSPECTI :1.• . ]F PREVIOUSLY REPQRT.ED,I�EF[CIENCIES ONSTRUC11ON AC11VITIE tt.18 --br3$ 3/4. 4c.. Sn c Tt PA-Tz,N 14v .4r, A f-av Sow- car LA-75 Deco 4I1 Gd sue- t 41, +a -t C-s c ar ede Fes. D TE Azc aiO TvC W 2OV644-r , gat) ► -r ►-ce @ si4 t 2 -I- Si w,4S r� 4 Gva-0c) REMARI T M4 t vt.oc /w /.4 r..cC( O i� • AGE.:,... ......:...�. of ::.a :.........:.:.. :..... INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements :ii..i.i.!!!!!!!!!ii..,..........., 2,3 „.......................::::.:1.:niiiiii nAff....liv,„,c... DAYNO I (955- suN MON , TUES WED 7r10Fig FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: WEATHER TMP • WND 32-49 P.C. • 50-69 OVERCAST RAIN at) 85-94 MODERATE SNOW 95-UP HIGH Operators ( 5 ) Foreman ( ) Laborers ( 8 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( Teamsters ( ) Backhoe ( Water Truck ( ( ) Wacker ( ) Loader (17.....) Sweeper ( ) Pavement Grinder ( Blade ( ) ( ) Crew Truck (3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 3 ) Vibrating Roller ( ) 19 W. Dump truck ( ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( ) i0..(01:•••'•••••:.!-Iit%titiffaiitNtibtEN.ff." TRIMM111:47tL5-40-c-3256. owe, ecic_ hye.. ciArktl?, 4c1 or s/ 0)64,6 94614 sc.4.12-eti roe- i gi.A9P027-7 -153t8 h 6 :itou :::resu 8 .:i'cir:618 rn i-dl-y(rmo-nAchc) FOLLOW-UPINSPECTIONS:'" PREVIOUSLYObi§tpfi.!iit#.idiffKeiAPPag66 --rbm itic- . -rri ees6Pr- t.14 &Teti CSUMMARY OF ,:::::.:::::::::: .....::::::::,:•,:::::.:::::::::::::::,::::: :: ..... ::: „: - " „ NSTRQC: :I iiVeti...t.ONEM D'Ivi 666.4410 ace— L4-7-gil.4i.- 661.m4 6/0e-) 6,4-57- ,f, Cc- 4 LAID 24 i 0.. g‘ Vice e 5-7-A ‘76l -1-60 0 a•-t /-1- I) . egilleig gt, eporcr Frre. 61/2c4 s-nxie,_ 14-2-o MA-in).'-4 r_Dce5k/E3247:1:> Tarloact4 1 0963:/gt c-- c_o"Jr2e)-1- I5'3o t-IRS , P Clia66 e-til0 Gagl". re....CYrZtd-ORX,..--ierta-btia 14- Aie& : jpfliiker. ....c .4 14 LP ING4-6 cet4c4G s ‘ o4., or; 1 03 4- go 10-0 SP iso 4- 64 c-F (23 -i- so .07 6-1-Eri 10 getaNCw vist rel> 5176-EV[-,gyittm-1-6-ole-- EL-L v VES iit---t> s Ld- 16c4i CetA-b "Jar 7-L1 Se-vit(&l lar-4,41 Igoti'Acc c,r3vv-ta__ iNPL4(6 tif 1-1-14 *La 'S 1 itebi.6 Ldilv64 r1-0144451e REMARK 6/9t4, 6L)1), em---3 INSPECTOR:_. PROJECT TITLE: Stover Ave Sewer Improvements iisiiiiimi!giiii!iiiiiii!.7 0.2__ iiiii!ii.i§:i:::iiiiiiii ef//0 7..._ C)AY' ........................ ........................ SUN MON TUES THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: P.C. • 32-49 50-69 OVERCAST RAIN 85-94 MODERATE SNOW 95-UP HIGH TRACT ORKFOR Operators (3 ) Foreman (3 ) Backhoe ( 3 ) Water Truck ( (, ) Wacker ( ) Laborers ($ ) Cement Finishers ( hDLEO'(Identify>WI ich RRiii» Loader (2_ ) Sweeper ( ( ) Pavement Grinder ( Pipe Layers ( ) Mechanic ( ) Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( Welders ( I ) Carpenters ( ( ) Wheel Loader ( ) f9W. Dump truck ( ( ) ) Welding Rig () Teamsters ( ) Crew Truck (3 ) 3/4 Ton P.U. (3 ) Compressor ( ) Rubber Tire Roller ( MATERIALS OR ECIt IPMEN'oP 9-6A/i SEj .Aiu$ ......................... NFORMi NG . RI'i could.>'result'ii`s'defav''or cfat FOLLOW UP...INSPECTIONS:!LF PREVIOUSLYREPORTED.DEFICIENCIES. ����� e� SUM:MAR O CONB RUC1ION AC.T.IVI fIES E�Im �cG ` /J �4 LF QF VGP 5-m- 12,5 -t- O ab S'i ,, v (c..i�va 1A- VP-wt i� � 8" ri 6 Loa- C 9 �a Canrn2.i`c. Z- i - to 140aDvivb. L f,�i2i� �' / Z3-,I4-Za REMARK J-144fri , catIn et- c.411 AS tia ,, j 4 rtl-F IMP r No / lu c t b bv'i3, INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements ..i§iiiiiiggiiiiii§::§iiiii§:::::i§ !!!!!! :::: 4/2/0 2_, >3T DAYS 1:..;-, :: r 053 17A11..•:<;:::>:;;>::>:N SUNM:<:TUE�:><:>:: WED THURS FRION SA LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: P69 ...................... ...................... i<T M 32-49 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH )N:TRACTF2'S>C31 Operators ( ) Foreman ( Laborers ( S ) Pipe Layers ( ) Cement Finishers ( )' Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) U1PM SE;t)R IDt (Identify! IC Backhoe ( ) Water Truck ( ( ) Wacker ( ) Loader ('jam) Sweeper ( ( ) Pavement Grinder ( Blade ( ) ( ) Crew Truck (' ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 3 ) Vibrating Roller ( ) 118 W. Dump truck () . Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( MAT 'RIALS;OR.E . lPMENT IDELV ................................ ?:C:ONFoRM1PIG ........................................................... eason r<�on�conformance fo ri n Li O6€l SI hlch.ceuld..resu1t n delay<'o'r:c(a�m Q' IJP.INST'ECTIO PR. EVIOU5LY REPORTEDCEF[CIENCIES. N SUMM.AR OF: CONSTRUbtION AC.T.IV 71Es,:;.; ... .,. EjcG t› f� t c O F � ce e `,�rZ.o✓ AV'E S-r 1ES- Zo CMN ,5 CATb0n., was Ma u P ji4 (oFT Vr' _crra�L FE-I GT1 6_ A-c_S�-L yopc. , 1'r t?E w45 SP 4D A�1 ePcei tL v5 /N6- A mrt ve l N" cAz- GA P/-ram v s..v/, r2.L4 Wo 1-s n'r1 L 514EPS r -, &J $ w Pc_A-7 U r zai (G c JT+2) L w4S Mitt l (m4t- Tb, b goy M ?fl (OL) 4fZvN t (nvc2h -Ai G4 1'0 a >� ii4- trA��S w 6 26- fir' cX q u- $ p o •,/ac.t A-S 774-62E- t tiA5 Ste►,16c-rcy:. -T R.EMAR.KS` PAGE .a .............;::.. (.. of..:"L..... INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements .................... 1(1/01— pAY`:'NO A<>'•> €>':':• .......................... .......................... ............... . SUN O ► TUES WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: 1/4AM 32-49 CALM P.C. RAIN 85-94 MODERATE SNOW 95-UP HIGH TRAC:: ................................ W C) RK'•':Fc'RC Operators (*-3 ) Laborers ( 8 ) Foreman ('7 ) Cement Finishers ( ) 1JIPMENT IN USE.;OR•IC)LEL 1617ViiiM Backhoe ('3 ) Water Truck ( ( ) Wacker ( ) Pavement Grinder ( MAT: 'RIALS.:oR E! Loader ( 2) Sweeper ( ) PM EN7 C ELIV5R Pipe Layers ( ) Mechanic ( ) Blade ( ) Excavator ( ) Vibrating Roller ( 3 Ton Boom Truck ( Welders ( ) Carpenters ( ) ( ) Wheel Loader ( ) 1S W. Dump truck ( . ) ) Welding Rig ( ) Teamsters ( ) Crew Truck (3 ) 3/4 Ton P.U. ( 3 ) Compressor ( ) Rubber Tire Roller ( •ON FORMtNG<IMIATE R1'A1 eason for t on: conforms..... OBEEMS.fWHOh.ccuid::result iti clelav or clai FALLOW. S:O: A-L. scats bk1-( cr-vNT2u 4. p ,o Cm) t'1.k kSA'1b 1T tM -s o1A;;`ro 621C...`\%ea j 4 Attic, g -v..I-(644 ejGr ST/nt G. L12.eic>. SUMN51`RUCI ACTIVITIE= Li.1 E //eS nt EC'Er'SA• 1Wrth t- At r 22 .tt v -- VI Nrc-P E -3ng- t 20 -1~g 4 �-cam oc- -ro >u5r N6 t u e5., 6-Sets-r7M a tAJA-s sCc.--r1co *1b 'PE.etx3> 5Aec_e__ _ cog.- 12.E-0s6Y IQG- W66. 231- 4-CD &.e4--c sue. W e&vefrC4 VMS a u-r' w < t-L. 6S Y/ W i DES. JP..INSPECTION F PREVIOUSLY.REPORTE�,DEF.[CIENCIES iAtea'Uc,44T 1 fZnry e, r2v;N I t- C eta ON S t 1I 4 -rE,cli S7- - l 1 q -E- q q ►nu t-rt-1- R.EMAf c_ e 0j•1To'L, As Q6 - Vy(-6,AatS A..q_,- - 0 //4 Ct DELI75. au,Sr u tA- Q IG4.E11 U 9 t.sc J f s c IN PE To R. c7t1 PROJECT TITLE: Stover Ave Sewer Improvements LOCATION: Poplar Avenue to Sierra Avenue CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: Operators (5, ) Foreman ( 3 ) Backhoe ( 3 ) Water Truck ( ( ) Wacker ( ) P: Laborers ( S ) Cement Finishers ( Loader ( Z) Sweeper (k ) Pavement Grinder ustp;m N f:t ELIV t ONF RM1N- • TEI Pipe Layers ( ) Mechanic ( ) Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( eason;for.non. coi(ortance EE CMS lVilhi8 cautd resaltii6 deleV.or cta I .S IDAY ir> `: SUN MON TOES WED THURS RI_,) ' SAT OVERCAST Welders ( ) Carpenters ( ) MODERATE Teamsters ( ( ) ( ) Crew Truck (3 ) Wheel Loader ( ) 3/4 Ton P.U. (3 ) 18W. Dump truck ( ( ) Compressor ( ) Welding Rig ( ) Rubber Tire Roller ( uF .:INSPECT[ EVIOUSLY REPORTED M: :O.F ' .0ittjt IfJN AdtiVII ES Vt >✓- r-tr 4j t LA -ID PD LF O'F. 6 \P(! ��L..t.vsG <-r — t 2 e)--S $- - Va v,>, *- c PB w us hk v (-1-t--1-- __._� W-14> -- evJ P e 414 o MoS V 1 f a- - Pu4T- ARov,".ra et ar s-7Tr.4.S . Art.A-t o'v - r2 ua- A coc' GZ. .� �+- WAd�, -C-•WAS TEl`1.p�� Vr4.I�tT (C .. l titI �G) / T /�[ S SP�� AL—CoryC CL J dci-r- g-c c re-( //.( b2i v/c v.) nG- F2U6,4--` I s "1-.4- I t al.-t-ck.` : , V2 iv a/ k92� 1 r i.19 e9 (mod„ (/ W ( LL_ VAv' e. kJ.) t -ri{- cci'\L e-rec-T- LA•'I'dde t. PAGE:`•»>><':;>#>>»> INSPECTOR: 2SA PROJECT TITLE: Stover Ave Sewer Improvements !:::iiii:iiiiiiii.:i.iisi:.77.:..:.:: ........ ... ,ty I ........................ ........... ........ , ss 3/z8/02_ Di:i*;:i:i*i.:.,..:.: AY NO l l7A?''>» ....................... .......................... SUN MON TUES WED Fill FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc Ron Strong SUBCONTRACTOR: Q€,.Jt4'u..._- W FOREMAN: SUBCONTRACTOR: SUNNY 32-49 CALM P.C. • SNOW 70-84 85-94 95-UP .......................... MODERATE HIGH N.TRACTC)R' R] F Operators ( ) Foreman ( ) Laborers ( S ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( Teamsters ( (,. ) J1PMEN <Ii L •• ifden#ifv'VVFi'ie} ls> >; Backhoe (3 ) Water Truck ( I ) Wacker (1 ) Loader ( Sweeper ( ( ) Pavement Grinder ( Blade ( ) ( ) Crew 1 rCick (3 ) Excavator ( ) Wheel Loader ( ) 3/4 Ton P.U: (3 ) Vibrating Roller ( ) 1BW. Dump truck ( ( ) Compressor ( ) 3 Ton Boom Truck ( ) Welding Rig ( ) Rubber Tire Roller ( ) MATE RIALS OR EQUIPMENT i�ELIV f?EC�_ I �Eu�IE, � O).(.. 0460DD L.. NC NFORMING.1ulATEI Re:,so:,for non confor a `ce` '>«< <? E'MS>' IN:hfek>ctiiad>'resulti a ::field':: o:cra��n INS.ECTI NOW PORTED DEFICIENCIES P� ►-�L c - t2 + '1--to i_LoC1 'i' (srtr-16-. 0TtLt-r ....> -1 e- SUM[NARY.:QF.epNSTRUCTI. N.ACTIVIT s;> er:01PCc �- L1'11114a.-. c7FJ'___(De 52(E oc- L"',ice Ca . -LA SPA- t LR,a-6 9 C e.. gAc.v.F-cc— PLra,--c, _g S n elle tM (nve--1 rs. VeilikALL 5AM1- e- (A-r )64AM:, r UT c22,0K / lV Imo.t VtS& CM of Ke2�uNR-� TzzLLEfz- ', -\cc\±c o 1 'ThM N 6-10-riar-C-0 V1, 1 s ,Nt CUI i JG65 4406 WAV j /FJ cruoVE 26P ea t e, I-r1-+'f C�`1 t,.M4r �.t& J� �l- U ram- c52 P • , NALA—r g(,� t �v ►. L� W1L o (., l v€ C Eio,-' errRf,4Z vt.t (R +-a -►psi,- -i 1/0-7 REMAR u e_ IS4c Pec, i - F>✓tc� � /kS �C� 6�P r caf5 — ts�P T A(o 1 A r�r c i 75 P c � INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements tAYNO 1tiA �'•iiii>igi<iiii.1.!. iii ........................ SUN MON TUES J. oci.......................... THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: P.C. • 32-49 50-69 .................... ttera .......................... OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH ........................... CNTRPCTtDi Operators (1 ) Foreman ('j ) Laborers () Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) EQUIPMENT 1hI,U:S>= t3R ID; " Backhoe ('3 ) Water Truck ( ( ) Wacker (f ) ;(Idenfify:IA Loader ( Sweeper ( t ) Pavement Grinder ( 1 'RIALS O RQCIIPMENT DELIVgR t .,.: Welders ( ) Carpenters ( Blade ( ) ( ) Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) 18 W. Dump truck ( I ) 3 Ton Boom Truck ( ) Welding Rig ( ) Teamsters ( ( ) Crew Truck (7 ) 3/4 Ton P.U. ( 3 ) Compressor ( ) Rubber Tire Roller ( ) • NQN�CQNFQRMING MAT RIAI~$ Qq UVQR (Reason.for non conformaYicej C (..{ ( /� '[3AfKct1.4 (�£ u12EMEiUT. gte, Pe _ US e /fit i v i(Scl2EF-mE 5901 LS A5 FIELO:P.Rb6E EMS (V`1'hid could rssuiti;in delay:'or.claim) LaW UF*J1V0t t'IOTqS DEFECIEtJC1ES FOL tF PR SLY R E ;ii€: EPORT :IVI.TIFS.: LAID 2-4- o VGA r c> i4vG E -r am. a. 9 P vJ F Sorry 1 S I A� « c, r �► SuPPorz - Care-G(5-0M, k% MAI44 �� o t_auC62_ SirE g Wig fo b A1'b fives t.9S/ntG.- 5 / ',(G-LE, - 6 / A-rulnl6- EPA Tiu=til4 WAS Pc TG) P1A) Aim . M/x Pe4- /M nhS Trlo/L! 5 I-r'2 C,rco -re - ON Sri-E. Pr g-Ml eWeT r ^S' I P fna (3-nt3 MC(' oLL M �4(� (.a) V r i s7 t -ht o Pao ) ou-Lot_ Po .'/ couc ti SI-kTEZ>r ACiO /A/C ► 6r , . czeb (JP Ar7— lS:! - s , PAGE INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements 7/2410Z. DAY'NO C WED THURS FRI SAT LOCATION: PROJECT NO. Poplar Avenue to Sierra Avenue SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: SUBCONTRACTOR: SUBCONTRACTOR: Ron Strong Qt JU41-L-- C WEATMI�R... T.:�NIP VINR? P.C. • 32-49 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH ................................. €:GON:TRACT:OR!S€:WORK>FDRC Operators ( 3 ) Foreman ( 3 ) Laborers ( g ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) ........................................... .......................................... (fdentifv W Backhoe 3 ) Water Truck ( I ) Wacker ( 1 ) Loader ( Z) Sweeper ( 1 ) Pavement Grinder ( 7 ;DELlVt`.R':E Blade ( ) Excavator ( ) Vibrating Roller ( 3 Ton Boom Truck ( ) Wheel Loader ( ) 118W. Dump truck ( l ) ) Welding Rig ( ) Crew Truck (3 ) 3/4 Ton P.U. (3 ) Compressor ( ) Rubber Tire Roller ( ..................................... O N::: C: LI: N F Qni i ii:C 'TM ................................................................... LtS:l?R085 resultirt el elay'or'ctaltn 4 1)4S0CTiOa EVIOUSL1r REPORTED.DEFICIEN IES r 'Iy4N c ar c t.F otr - g V C, L..5 1 D a+ 661 , lrI w tik) P2oeO f Wks f q.c,tcrt c A s „LIC ct.A- s '2- AZ -rug->J CaPIP/4-4-1-0 v./ rrr4- s cvar L J0 MARY.QF CONSTRUCTION A TNib P6 .144LL Ceew Cant-C,vtrTh-1. s .A-5T cA-r c. LoiL C..�En-rec,►a 070 S rre, clnr> r 93 °?o II61.,., Cari OK- 6t5A Me _C wit4- ( . Cc) kit /J b '42c C6"t51 :R:K Gekiz 6A-- �r4 M Pr I( ous Lorrt-F M 0 / t c , A 'i ter c � e 2-0 a5 INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements DAY.....Jti::, l :•::;:.:.>:.>:.::TUES ;::<:•: 1Ysiiiiiiil?` SUN eV, .WED • THURS " FRI SAT LOCATION: - Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong, SUBCONTRACTOR: SUBCONTRACTOR: 2 UNN P.C. 32-49 0-69 Gc-A.-L OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH CONTRACT:fR'S#WRK'FO'RE::>:::'.::%E::z:::> Operators () Foremap >RtllJ1P: Laltiorers (0. ) . Cement Finishers ( Backhoe(3 ) Water Truck () Wacker ( ) Loader( ( ) Sweeper ( t ) Pavement Grinder ( ) Pipe Layers ( ) Mechanic ( ) Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( Welders ( ) Carpenters ( ) Wheel Loader ( tg W. Dump truc ) Welding ( ) Teamsters (t ) ewTr_ck( ) on P.U.( ) Compressor ( ) Rubber Tire Roller ( l�`�f�tAL ..IRMEt4 GELI1/ REtD 4Wt iNb t.(—iN c, tzlodr- IT'!P'V (2,IZEt^J t er) L'R% 1rl ru2A �-s, NON�CONFORMI:N..G.M�1TERl• ;ALS..Oa.VvORK.(R'easonfornod�conforrrance7.::::;:::::: t`L<P0.3 rli pje 1414vF� Iei2YsNP1eA L t bS SrG tom' "S e W -Y . -N couzecl- FIt:LD:PROBE. MS. hich.could result>in delay:'er.clatrri) t S'n-1.:G • exAcC26T A$4rl/Ud 1 212 Pf () wAs . r Buur_t- - 66 A-r) t f34-c-i tom. & YC / J APete(s E . FOLLOW*l1F?..INSPEI TIONS:.t F...... EVIOUSLY•. REPORTED DEFICIENCIES' :.::>:'>: 8UM'IVfARY.O :t✓ONST UG71oN AC7IVI71�S.:.i ANc C2KvJ c_ - 1. Arit 24 L. e)g- VcP S-Love-r . S'zik t Opt -F S 1 C r zergZkt.. I4iz- WeN -ro 136 M ovso b Gctt S -n ti, ( vest-E.:). t PLC NAM-S w'rn4 3/4(2-6, df - 64 t i c.Z. Catd1PAccei> • tea Srt r!G- S r .A-C-- 1 J4-7-C-a2- MA-irc (M,45 $ t1PPor1sr6 vJ t -ram- Cvw ) d S tNZ,.t.S s4-c-1 _-..S��� Jul Qc e6 -ram 0-P(L•r.) a car �.r 6 , tl t - A5 Pt_ � -7 a, ne, 1,1.0 i tic 5-7v t C LX.d4 vo v-; V Xr: SSA- c o 2-}- Z- L0 3 -F ter. / o4—t-`i5 s LINt) 1c L-Oe- 6- �,� s r P � ou Piss.44. c_ r�--5--- REMAR i7Zct-Gt.e_S t4 e'orv06, MJ (fee nL's l 1,4; 11l4 ,ACV 7&.&4S ............ - t ce_66 tJ P t?_ Z9 ! - : 25. INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements ,,,,,,,,,,,,,,,,,,,,,,,,, , 3/2,y0— :,:„„,:,:,:,:,:,:,:,:,:,..,...,. L..................... C)Aal><�>•. .......................... .......................... SUN MON TUES WED THURS wry SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: 32-49 P.C. • 50-69 OVERCAST 70-84 MODERATE RAIN SNOW 95-UP HIGH ON :TRAOT:C Operators ( 1 ) Foreman ( Z.-) Laborers (?J ) Cement Finishers ( EQUIPIVIEN f .lt�€ US>=;t R 1131 ELF (fdenfify Whi8M Backhoe (2„.) Water Truck ( ( ) Wacker ( ) Loader( t ) Sweeper ( ( ) Pavement Grinder ( Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ( ) Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) Wheel Loader ( ) 1s W. Dump truck ( ) Welding Rig ( ) Crew Truck (2) 3/4 Ton P.U. ( 2) Compressor ( ) Rubber Tire Roller ( RIALS OR E 1UIP.MEN 4ELLVE# I 225- -rr2AV__- (4a6 VON C: S OR: '5CL.N ? ,AcY 3 ' - -to T)2&J46E G� F-vr e.4 T LEFT-//' e(& it -r c- Tem.e !- 4-�l/kc.(� '�£� Err �A> i 6 IELt?:pRbBE %MS {i Vh€ch 'OW result` 4fi1-rl7-- 6/C-Jerr ru&- k t-t4 j i1 ONFOfM1 NG .IVIl1TI'R IAL WORK (Reason for.non: conformance); .... FOLLOW UP.JNSPECTIONS.. F...P..REVIOUSLY REPQRTE :DEFICIENCIE;' �UIVIN€ARi'..O,F::C c l 10 6 -1- C3 4- , Q & . AAA_s rc c=c,c_ e:C-�2Z , Ce-ri— LOA-t f i c-eOFF) r o07tot_ --u AJS P€ G( ] u? 15-7 S co-r-ivi- OVD /tQC( JS/V7-3-, ONSTRUGTION AG.T.I.VI.TIES... ................. .................. R.EAAAR.k INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements L3 A 2v oz 3/2 v .......................:::........... :Km JAi' :.WED........ SUN MON TUES FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: cati 32-49 P.C. • 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH D • TRACTC)R'S:V' RK FOR' Operators ( t ) Foreman (2 ) Laborers ( 3 ) Cement Finishers ( Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ( ) UIPIVIE entifV Which) Backhoe(t ) Water Truck ( ( ) Wacker (t ) Loader ( ) Sweeper ( [ ) Pavement Grinder ( MaT�'I�fALB OR 1=C2E11PMF.fJT:C?�LIUC=#��� Blade ( ) Excavator(. ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) Wheel Loader ( ) 1eW. Dump truck ( ( ) Welding Rig ( ) Crew Truck (-L) 3/4 Ton P.U. ( Z) Compressor ( ) Rubber Tire Roller ( ............................................................... NaCONFO.RMING IVIATERIA- OR eason.<for•non-conformance)' ... L ccveA)-7 - Drt .-to ( -en u1/4. 4_c-uTsn t. L -11'Z Fic -ra SueF&-6-5'n2EG js+o- 1I U( f34c.v— uP \1EbELC L S @- G'v s- M6A FOLLOW UR..INSPEC.T.IONS..OF...P..REVIOUSLY REP.ORT.ED.DEFICIENCIES; :. " La su V(.r✓S C 2 � J LQ-L -2 4 LF- 1� tla &- 1 t-okiriL A vt✓ 9- toe fi 8� - (�-a�C� S i:e) . Pc i% wit-r g} 11J S-'T i /1 -) (� I ova- •3%4 " .--st I ` AlgiNG i. o r_ 1S Pt wc724- 0. (-A-S Ste+— A-. t S 1u zs- r) zo MA-113 w toe4091Q6 I N VLS- bi_G--0sties nj w ' -11A- 41 w i(r. Coturl.ti1 e Si A Jtx.L 9 -cte_ g (-1X2t211 r•-) > `A-o 3 iju 6L '6. 'rP6ucl- -S ee..4m- I (9/1,41./r1 A-fu1) GCLb Mt K. 712.st-nz — D(Q,i94_A-r,�, MMAR'Y.;OF GONS.TRUC:TION AC:T.IVITIES: Tl2A-FftL rf,epvnoal _ wA a c-t bp _ t S ; Sv tk rc-i t,N-D n.f cc o-th-zi Tb 14N }oc-es-3- / v t/cvME 'VLIr<-t c-LTb) gel c i r7Gtilr- �i REMARK INSPECTOR: c76A-- PROJECT TITLE: Slover Ave Sewer Improvements LOCATION: Poplar Avenue to Sierra Avenue REORT.• .::::::.• t. 2. DAT , • ......,,NO,,,...........: 1044OAY SUN m ON TUES THURS FRI SAT PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: •:?..CON7.FRACT: Operators ( 1 ) Foreman ( 2- ) • . . . .................. (Si/45CP I3.C. • 32-49 50-69 INP (e.9 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH Laborers (3 ) Cement Finishers ( Pipe Layers ( ) Mechanic ( ) Welders ( ) • Teamsters ( • ) Carpenters ( ) Backhoe ( ) Water Truck ( ( ) Wacker ( ) Loader ( ( ) Sweeper ( ) Pavement Grinder ( '"IITNENtird:'" Wheel Loader ( ) Vibrating Roller ( ) igw. Dump trpck ( ) ) 3 Ton Boom Truck ( ) Welding Rig ( ) Blade ( ) Excavator ( ) Crew Truck (2) 3/4 Ton P.U. ( a) Compressor ( ) Rubber Tire Roller ( ) V ( i9Z.A-7".. AITAC.44M-r" Fee -I bE.2-1V6e-el:› . gRaig0000$1,7.'"-:',Itkain ,VV R ' (Reasn for nonconformance).:: Whldh,x0Cilditebtiitieftfe10:iorzebirilYMEMM.M. "."-1111)0tdti'd."---'10§tVitiONAWijOttffitit#faiti4dittEiViNI 1YlkfteS ce-AL44'reD 40Q LA-ir 24 Lc. 14" \fr-d(P . 10 cwie Peoe a_A-CISM avee v-opPeacEj_ 14,sz) A4,073 44-c-seftwa./\7\ atyPtP4rA— usiror— 0./Q f+411°.-4 Loe- A-2t kAkc Ltrii§ (2ti66a2 1rta4=7.41 V1MA'.bF:CONSTRUCTlON ACTIVITIES: W -te mti)c -reAcim.c_ e_45hilyzeA_ kAJA.& etc.c. e s- Lu1 W 4o , REMARKS INSPECTOR: PROJECT TITLE: StoverAve Sewer Improvements •::::::::::::::::::::::::::::::::::::::::::::::: 1 ( ,iiiiiiiiiii.:§iiiiiiiiii*iilii]iii A .:i:iii*i:J:i:i:i:imiiii*iii:iiiiiiii �AYNO ..................,.....„...;,;t:.:- 1 o43 ..,,,A.miniiiii; sUN MON WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: <svW P.C. • 32-49 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH li.dt3RitO•Adt:RS "'""'"'""""". Operators ( Foreman ( Laborers ( 3 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( I ) Carpenters ( ) Teamsters ( I ) u1pt.45N. OR IDLED Backhoe ( 1 ) Water Truck ( ) Wacker ( I ) Loader ( ) Sweeper ( ) Vibrating Roller ( ) Pavement Grinder ( ) 3 Ton Boom Truck ( Blade ( ) Excavator ( ) ( ) Crew Truck ( Z.-) Wheel Loader ( ) 3/4 Ton P.U. ( W. Dump trpck ( 1.. ) Compressor ( ) ) Welding Rig ( 1 ) Rubber Tire Roller ( ) Zc $iN .0 :NIFORMIN TERIAL_ S/A)-Le •--1,9212tA . • Oasei4iMKigi;88X8.480'fiiii:iiii;;!!i!‘iiii: 1;3 ,;•‘:*.- 'a -cm T2C4 SA0(2-1K1G- t • • 15E5 " • 'f8.1686rTiii.ffRi''..i a ,iorida ViNg:M.dig ILO qqt0t6tibggtii4.§#050at •. b4yrr-2-,cCtZs,J6x-C—k1it/....Avti 2A LE o "No Av I o L k s 0 . ( US Ni6, Pr:42- E-NoNg4P-(6-..I vor-r6 bemA-4 c_ qPvc.:14_s • Al T1447-- AgrA- //cc errtvAl L.-t.-n4 0_42,c55/ija6 6615r/1,1 A-C_ 6061-rc..2 • MAIN St)P POClf r (-rt..t, 1 tu 1)6 0.2_04/4 tx-7- slx-(646- s444 '5(-:02,044 Pr2(57,4 el (762elkir.--ro 5Pep•tai C4c.A9G \AVA4996.j,,jSOKLIE61) (45 Paz- VIAL() , TrzoJekl \Ahti QUergc) LPArrle_izew raze;tAi6.1 5esF, (3ew) US/14 ICM NAI mt)<,,\Ams 42,6dt/1P -17-06.4.5-ria•V . ) ar6; Lb 14/m6- 5c,f2v.( (1f-ekAPiAt /Le,_ afp L.AeT 714U25/zt.5 .3* -Yly L_cfe- Sot L-5' 7ai4 !L-ri NC-An-td-ctee REMARKS etc)62 (LE in . Fa(2- Abo i-r ,t)QP oioc. PAGE: INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements D :.:::::.:::.:: 3t sly. 04 .f3A.,..: ? €>' i > SUN t‘21CA_. TUES WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: SUBCONTRACTOR: Ron Strong remit-MI-C.-Co. SUBCONTRACTOR: .......................... E SUNNY Co7� CALM 50-69 SNOW 70-84 85-94 95-UP DERA HIGH ON:TRACT RKTO:R Operators ( 1 ) Foreman ( ) Laborers (3 ) Cement Finishers IID Backhoe ( l ) Water Truck ( ) Wacker ('1 ) Loader ( ( ) Sweeper ( ( ) Pavement Grinder ( Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( Teamsters ( ) Blade ( ) Excavator ( ) Vibrating Roller ( 3 Ton Boom Truck ( ) Wheel Loader ( ) 10 W. Dump. truck ( Welding Rig ( ) Crew Truck (Z ) 3/4 Ton P.U. (Z ) Compressor ( ) Rubber Tire Roller ( N 4C O N FOR Mi NG :M ATE R1A[; IoR K.(.Reason:forr on-confor fiance BEAMS (Which.could::resaltiridelaj or:`cts ALLOW*UP..INSPECTIOT�S..C1F PREVIOUSLY;REf?:ORTEE;DEFICIENCIES >'> .0 Mf •CIION Ac.TIV17l S.< bA vl s CV-GI/kJ t, I'Y" cJo ur5 A r P20 P u,J vJ t CC-GAAJ& zl-r- P I('6 EwrE D / & Tr) 2 ` POLPr--�-n• Na ccAelmo u7- 62 o,v %/ D A'r+'f{-I' 5 TiM , pro_ ,64c. -L ,, _ W A-S 1-120 ('.rnvb A1vi Co.N PA-Cr U-9 i 1 C (l os L i:rrZ4 5�t ,PS - W l-I' J L , Q� !aA c.� Co D� s rcG ` ct� M�4K�� P��i��-clv?•44-L t�-Cc> tS 'Z_ P /AJIM .. tA-TE 4 j -ro i J,4 ;G 4 W t i `172 k)C 4) t\u -ro C o,sS/cX LE OA/ CAS7- areal— W µ� C!+ U,4n Z1'1 I NE' Yl-r A� C_ wi t c C'_A ' /a.lG. rr- Tip g2&4-K OFF 4 1L 4 `1 FFt C C0)J7vZoL S 3• •H25 — C t iJeA9T5 R ae\AIKINl � l`t' ZOM li- -rox L1 (ZF.&-tiEiST- - 11 � G- o l R: PAGE:..... PROJECT TITLE: Stover Ave Sewer Improvements ...:..................„..„...Agg to Ai ...,..„...:......... .. ..,.1::iillii::!::::ilil.R.i. .............. SUN MON TUES WED THURS '31VI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: TMP WIND 65-11 32-49 P.C. • OVERCAST 50-69 zdVA immingim MODERATE RAIN 85-94 SNOW 95-UP HIGH NTRACT RKTO RC Operators ( 2_ ) Laborers (** ) Pipe Layers ( ) Foreman ( 0.—) Cement Finishers ( ) Mechanic ( ) Backhoe ( I ) Water Truck ( ( ) Wacker ( I ) Loader ( ) Sweeper ( ) Pavement Grinder ( Blade ( Excavator ( ) Vibrating Roller ( 3 Ton Boom Truck( ) Welding Rig Welders ( ) Carpenters ( ) y sem- PLA-m. (l Teamsters ( ) Crew Truck (2-) Wheel Loader ( ) 3/4 Ton P.U. ( ) 10 W. Dump trpck ( ) Compressor ( ) Rubber Tire Roller ( 14 , ( 71:9LE 5 D 9/4 A.C._ -Po -retA9 04-ve iAra2 NE.64 e4rk ea/4 czurrr,A.e `171- b 4.-1-413&Lsweevl umbgliAt r-Arrt+ .65K4 sr71-1-6, FArt_e). (q27) nu Oevjectiarz;O-rpera0C41 -11.0 a ox (zratJore--14_, Q... STA (O-Z-VJtL.c. OVV41)1914SPECTI011 . OF PREVIOUSLYktObittgedigrielggitigt REMAR KS e-A-10Age(?_5171-100 +92 W 4,5 AccEPr-A&C.-- kr-76C ArbbrribkiA-1-- l-4v0 rcriAeprc:rtv SUM 7)A-06C n enodta_er> RA-cg tt.hQ6... sr-4- 044 3 wAi -AVIA ovta(161-in 7r.af PCizr-araiitr PAL ts14 c&WS- --r=6-T-"A ete-c,r-C-itrum7Co15% ES l-A-Tr-4L Tresucif6-_-5 A -Lc_ -rO etylM k Ac4.5 _ W.tab fat 02), w rrlic A- Lc_ _b 7) 136 11-cc_aar-A61-6 . ./ *26tegt-kco'19) "ices-f- rr L-s), SiOrte-4-r6s-r3- virGe im Po4hu4t1' 0,ra-cox/Ate,- COcArroAS: Si loD -/-e2_,toz +zz, 1os-F./014'jb /04 -1-ci 3 . ().•An-f2A-(›rz,z__-r/-/-0.1 V4arAi) LA-,rraz-,4-c_S rrv- /41" A-C___} _1111101> comPAci- w rri-P h /411-76:1/9Ae=s tA) (tql3 tottit • 1-142-P r-120fri 050.11g- 70 -1- /01--/--CO IAM-5 i-pose, LAI 1-re.4 WAirerL-CrZuGen-714-g_M. aLelit/6 orF tivt-rt-4- 31,verEke, eiThrrevt,_ wit-s p 0461LJP /' / /1-2S A-LL seeze wr26 t rATEI> &I o or eck:4A14,S Atj_N -seravGia tsz stz 10c51-6.,, C:2,ggr_A-ST- r-oft_ 12,674( Si.)koylt.( A.4 te,t4T-, L_I> Kt xi 6.. -rt3 Suevai S-rAtedik/G. Sozi-r1--1 tOE, LA-76441-S, se,wer, rere--rOge,) 1&"1-- N. v/65 MuST-506mtr tivr24rTat fAh//5t1 R,F-62vEST-s re--0A( -772.641 440102t5F-1:). PROJECT TITLE: Stover Ave Sewer Improvements :...:.: ifi................'•::::::::i*K, ( 4/02_ ........-.............:,...DAYNO4:::r )b 4-TD ..,.--............. ..RilaiM SUN MON TUES WED 17-fr.1RS) FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: CONTRACTORSWORK FORCE Operators ( Z_, ) Foreman ( ) rgp .. . _CS0-N3) P.C. • 32-49 50-69 OVERCAST 70-84 MODERATE RAIN 85-94 SNOW 95-UP HIGH Laborers (3 ) Pipe Layers ( Cement Finishers ( ) Mechanic ( Welders ( ) Carpenters ( ) Teamsters ( t ) utpmeN • ti' Backhoe ( ) Water Truck ( I ) Wacker ( ) MATE Loader ( I ) Sweeper ( I ) Pavement Grinder .•EQ.HPMENT DELIVERED: Blade ( ) Excavator ( Vibrating Roller ( 3 Ton Boom Truck ( ( ) Crew Truck ( ) Wheel Loader ( ) 3/4 Ton P.U. ( Z_ ) igw. Dump truck ( I ) Compressor ( ), ) Welding Rig ( ) Rubber Tire Roller ( ) •5//461.-E54St-AAR-al N000I4FdRM1NGMATERIALSOR WORK(Reason for non-conformance);: e /4M -ra gg41,0e4exa. 6.)41$1714e,- A441431))c--e-, FOLLOWUP INSPECTIONS OF PREVIOUSLYREPORTED.DEFICIENCIES: bA\11,4 regvJ COMPt-t=1*, S7-14a01/ Ct_43 1 03 0L 0, AtI) -Te4iP c_ le0ANA144 SECIT ANN FFc6 A(29c/7%-i.nt CLeTIAY0t7r- 412.61- # 41-go c LA-T*(144-e_5-TA- 1 o 4- +613; Su6SrAf,-(riALet4VIN W4S moreo. f.fif Womb stfg.6tri /4-6- WeA Mceb G6411,0 ily 1)9-Ai/LAJzr4 A 51-4292/4G, SZ_Lr V eV W4c LA16cIZOM ZpjIMS1t66 1912f1624711-114(Sourti t) lee v.14-3 si4i.t> Wm+ F.411 T. 0 . P. ,17J6%-(154 Aio_o ccm A-&7 USII-Le_,--C1,-Z-A4g AA-16 gcs-5 A/4/.314.e.se5Fear W E."<icinv6, /3e; ga-r0 N 2-0 M4-44 4^466 Weana) /M V 1,ca C/66.4 rt,d41 SAJ-PPosareb gy 4' ifite <1-0,e_rect Col um's! 62014 <AO E 2046-/ww) 640k-A ct.r4) Ta -TOP or. som={2,14...‘reatsi, At.kb navIPAcrc.4), 171.6uc1ri ‘415 eAt,Tr e.ctb ./v1bcrew5 A$A Teter -Pic_ Cb)J-riaoy 46KC--t) ue(- )&,4-6-1-trz-s. No iikicit-t."5. *102 Isaki OA/ s 4 -itc-r* LATW-Al-W Senristeleftlf 1'7.5 ('In) iV o-re: Newt es oesre_A---rva-N- F teLD"WA5. I/1/44.31)12,60 v1/49 01 t..6 241,40-4 0-1 1--AcAcCricivt itz040p. :L c nAcir A-cri 6T/7714)r—tsJA ACP21C61) eq .20)LE, ep- -rp-r, -71P e,P 1413 OAK W45 Naafi --E‘ene.et,. 10,54 A1,16 uu45 A-S REMARKS i4/m-ro e7F4.63 _J4A4 oGoo -s4cemtvt6.--:11A16-0-1=6,3TA4A LAy84-21i-os o1/41,5P6c,-015, PAGE: INSPECTOR: bAvtc-e-, ceew ,sec_ --..f.vrt-k st be &WE:2- L-4-reeti-LCP Ti-La•Ge- A ,, s-,t1/4. ios+cto . L.60 S2_ c_._. 6.- 6 iii V C VP -Tr. Vizof.PoN Lintbeb tAn-r14-3,4 voac._ -Pa 1 A4gOVE., "1-1 O. ¶ 1-1404 geve_v_riLLe 41- CUMPAats c i Spl &I el- 2-4g f 54-1E:ep5F-ob-7-i-to /v.- e. ,, /gbuogv- ..ilt. DVM Esee-Pegg-17,-t 6, AI A-7-1,/ S. 49 a e 1--S 7-0 6'64-L421S 102i) . (SKI 517-71-1 6- l b`( A- ag`•-tr,e- /-4z0 how LA/4 XZ71 q D(?4,1 "4 e,_ 4( 14 1 1)G. arlz-Littx) /3 .g/IVALic 344,_ at, -TarrAt_A..)5.'ta -Toe/ c;( thor, 7 srr7 5t0121/04_t_tAig or=weAR) 11.3 5 1,144-1-r,Wz- /Lc /Ate,-(. u5ED n, 64-C-14-k 0- t..)7,-,b 62..._ IC}c I 5" T-iG- 4art52.-/ --ite F6uo,vueilLitvliAJS A-244.At--)7D e>crr-t+ c t r a . 4 4 - 0./rZ -eari -4-0 Ai...c_oc.0 /7-7b -=?z-re ovS e A i ic,14-7-- ---rzoJCb4 4AJA-54tAb-rE4) 0-2.6 A-4.(X-r, -7-14-6-71040S- ni ey 1 1/4 -1--14r11C-- C-l_ cAme pru- 1)k)-6Ls tiri.a6 k5 Ger-or:6,/ etcr_gt ei ( A-1-- 1.5-2yo Fl-es , PROJECT TITLE: Stover Ave Sewer Improvements mg:i:::':::•iiismi,i,i, REPORT,„..............,.... --2...._ 7- iinigiiiiim,::i:i.:,.. ......,.......,,.......-m;::, fo/i__., 7(1..?/ Lic..._ DAYNO ........„............„..„..AN / 031 DA ..,...jggiii0iiiiiin SUN MON TUES AfieP) THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: Atil • 17H TMP SUNNY 32-49 P.C. • 70-84 MODERATE 85-94 SNOW 95-UP HIGH 1•CbNTIRACT Operators (x) Foreman ( ) Laborers ( a ) Cement Finishers ( QUIPMNT IN USE OR IDLED (Identify Which): Backhoe ( ) Water Truck ( ) Wacker ( 1 ) Loader ( 1 ) Sweeper ( I ) Vibrating Roller ( ) Pavement Grinder ( ) 3 Ton Boom Truck ( Pipe Layers ( ) Mechanic ( ) Blade ( ) Excavator ( Welders ( ) Carpenters ( ) ( ) Wheel Loader ( ) *W. Dump truck ( 1 ) Welding Rig ( ) Teamsters ( t ) 44.6.rce.-5 (a) Crew Truck ( Z.) 3/4 Ton P.U. ( Compressor ( ) Rubber Tire Roller ( ) NiALt!bkltdCii0MENtOaLIVElkEdiNg. 5/Ate,,t_r_ S4C,4 c4st.2c> , FlLD PROBLMS (Which could result in delay or claim): • FoLLow-up:INsPEcTIoNs OF PREVIOUSLY REPORTED DEFICIENCIES:. SUMMARYOFCONSTRUCTION ACTIVITIES::..::. c2t."7-S 1_6(2_ e„c_31-1&4.4 6.60 s in -Es AIL) --s6-nst> 9)1-erc-tc:aket-) l'ic_COLLom Cs6 v(cg-n) s pe63c0,-6, REMARKS, I Ai_ V-(261410 c9c- /F1SMAN04- C_A/A-gl 5411 fife- COVLD 6e64-K- Toetus,* {-egteeelki Li/AJc5. A-5 Air:a:5s+(J1 ea - tit usT .eut-\41-r4a) 63‘20AD A-A906eD • O}T up-hicoais r ear m-r-zo of INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements •••iia:iiii:Miiiii0iii•i:iiii: ...... / co, ---............:::,,,i*i ..._, !!!.,11111111iii 1 oe . ........;iimi,iii,l,i,:§,i§§§§, SUN MON WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: c2:00; 32-49 ct-A-1.1111, P.C. • 50-69 OVERCAST MODERATE RAIN 85-94 SNOW 95-UP HIGH • • "' • tOgitRADT.. Operators ( 1 ) Foreman (1.-) Laborers ( 3 ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( 1) • Baicoktlxgi, I ) Water Truck ( t ) Wacker( ) Loader ( I ) Sweeper ( 1 ) Pavement Grinder ( ) tibtE0tit. Blade ( ) Excavator( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ( ) Crew Truck ( ( ) Wheel Loader ( ) 3/4 Ton P.U. ( 2_, ) ig W. Dump truck ( ) Compressor ( ) Welding Rig ( ) Rubber Tire Roller ( <(Reason for non-conformance) MP:EMI° PREVIOUSLY REPORTED DEFICIENCIE oityte5i<C50u-rtel-SeD 5EIAK4?-- LA-7'601-, .-Lritierz_. c7-4 (02, +22... t_tek/O 52_ t_r a-6 " a-P CI -rem 6-) Fee-m 77 Ai 0.0AboJA-ii TO &tie...c.c./Di-7,i /)o az--641L)oz-r-- /ALS714-V-E:b; k-44-C 1.4,4/).60P Tel) I Af nye: -rb P d Pep, ITO 43/44 0-e3c<4iJZ e1yr-A1-4(j) e-1-AS .443) A-Arb co-APAvreb IA/ 14oC. tAY9-16: -t-A4-1"Fel I A-151-6-,t / WA -Tee-- -7770 CW TO A/61A) (41---"rt7 ughWf -5,-tiPP4ar; Ar4 mhetc e4(2eRA,01 com#94.cm. AeA4Avb /4/57‘. tAJA-6zr-fe_ srseum 7-09, 4 (eaLa A4 1-/3 49,41x,v/pti A2c4- /i1 F6kItiti6._ we PI.Ar- A-e-VOL)N L63.00u(—AZrA--&_-rigef&-ni 4-r-C.../S 06 V 1 g i-rtD •S ',re, r frt- --1Z614-Ai e.----CAAJA --rE7 5,61 r- .)‹e .5774 LLA6- Agellkibt-hAD / at C4700 iLl IQ' eClioAivul., -42_0A(,_ rea6zr1t tAiLl6 COZJI_J 66 atlana)• 4 thia..-A IF PECESS4(41 Aferr--61 -re4f-e, 1._.5 7 r i)19 i 0 eJne_ityt_ Ti Z) LecrLeia4iii tA) I 17-f- Abb/ 770-...) .17106 -T- =JF-5 A-nQ eoe4Q. 0Pclo ---0?-4- 41-) -7•2 Li-- 'lie') -rev- (97.) ic,e_6; -r&auco e -94 too +52_, toe- - Tr=c-r tdtk 1-1-14 Q 157 Za_c-emA-crt m) j.35MARK. (Ze5"C.IL--1 1216 %Alt INSPECTOR: PROJECT TITLE: Stover Ave Sewer Improvements ...... .... - 7/it/Oa DAY' lO ......,.......,...........A: t7A"(!I?;>'`.'':':»> .......................... SUN fNO" TUES::::: WED THURS FRI SAT LOCATION: Poplar Avenue to Sierra Avenue PROJECT NO. SB-67-01 CONTRACT NO. CONTRACTOR: A.W. Davies Inc FOREMAN: Ron Strong SUBCONTRACTOR: SUBCONTRACTOR: 32-49 3�<Wl et-45> P.C. • 50-69 OVERCAST Or!§7.) MODERATE RAIN 85-94 SNOW 95-UP HIGH Operators () Foreman ( 2. ) Laborers (5 ) Cement Finishers ( Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Backhoe ( I ) Water Truck ( t ) Wacker (l ) E>t3 F2 � II (identify>VVhiiel Loader ( I ) Sweeper(( ) Pavement Grinder ( ) Blade ( ) Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) ( ) Wheel Loader ( ) wW. Dump truck ( , ) Welding Rig ( ) �r MATE=REAL aR 1 1 1fjMPf. I F.L41 M : S-rZY tLPI c,F� y F.0 _ ini-t- uc_ 12 - /ker-4- EA-ST o-F- ('c&Ai2 NON»CC K (Reason>for:n n.conformance)......:::::::. NFORM1NGzMATER1AL$.O.R.WCR Crew Truck ( I ) 3/4Ton P.U.(Z) Compressor ( ) Rubber Tire Roller ( ) ct.A-SS 2L A / N F.lELtS::PR CeltrreACTZ512- I DA r S NarE Pe-3 or Pc.aALS 6ta5c.T7A1 - 1.0/4 ra Pellf fat bE; UK4gZoct W/&clsrtAw,_ rcX:, s c Fi25r -rwo ...fourfb g,414PW,E1P-5-Thcialt-60el-- 2 €s tec-zM t, -too -t -Is1A?‹ DsgasarEi Csu-n24-cam_ sec- 'PfZA-Fct c e.C51`5i720-1-1A ircb1' Litk-647• _ C74 tlkCil- sk-- cl sYn1c.( G. LAIc t= c,ovr eve . OBE EMS.(.:: FOLLGIIIV�UP:1N$P..ECTION:S..QF:P..REVIOUSLY REP.ORTED;DEF.[CIENCIES .:,; �3NSTRIJ.0 tON AC.T.IVJTl �cc� Yt v, CA c-�_-cv b G�vD ca * ST&l rfc 2erci Tr) AJo, en( t 46 3 oFtr�1 t/ ( F( s--► GNyy�� - r7 dot H t S w t-h.c - / cA-r e i e e, r Pec s . " N roc ) A3 t rct-�ru_eiTh CAI Vsi r e SS 1 am.), ger,Am E�c4Vil7c,IIG. rr F �� wG-(L � & @_ St_rwe.rz- Ave too -r8 Z c— iSceD5ii-t& CateLtCT W rrx 64-(sr7A1 2.0 MA/,V. Fuen-lt •«r✓ n64-re Th i.c( 624lotAti, . Parer 7Th S Piro Pte Po79<r tit 2eb M e-Clocx-cim .� Co Il c 5 ITS 3 (7- eAwtac vcs i 56f•s/j 64 - Jr o40 61-1, REMAR`to Pn-f_tuLe, IX( a042MAl A-064— b1 Pec r—%t crr—(4r) PAGE: . INSPECTOR: i? � tiii yi::::ti::::iiii: }ii}iii: :i i* r7li`;:;?':::::: SUN MON TUES WED THURS RI SAT PROJECT TITLE: 5 V-•, -nlP LOCATION: g-��� cMZ— Cri "Si -0j1 PROJECT NO. -5Q - l 1 Q\ CONTRACT NO. CONTRACTOR(: nA•VJ ')A--vt. ES J4_ G FOREMAN: IA. 0 -real,( („ SUBCONTRACTOR: 1364 uh(t, Co SUBCONTRACTOR: €`SAIL A"i F' ... :`.': ? ' ' liiiiiiii> ' zz .... f)!` iii 32-49 OVERCAST RAIN sc.MODERATE 85-94 M_ , •- SNOW 95-UP HIGH CONTRACTORSiiRG"ty46.14 ig.W0RK FOR CEt Operators ( ) Foreman ( jam) Laborers(3 ) Cement Finishers ( Pipe Layers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) EQUIPMENTIR:USE:nR'.IDLEDiffdentifSM O : i:: Backhoe ( ) Water Truck ( ( ) Wacker( ) Loader( ) Sweeper ( ) Pavement Grinder ( ContC r 5Atu Fuel Truck ( ) ' Excavator ( ) Wheel Loader ( ) Vibrating Roller ( ) 10 W. Dump truck ( 3 Ton Boom Truck ( ) Welding Rig ( ) Crew Truck ( 3/4 Ton P.U. (23) Compressor ( ) Rubber Tire Roller ( ) MATERIALS iOR:;EQUIPMENTDELIVE`:R >.NpN CON OR IN MA'ffrRIALS bf WORK (Re3san (orison conformance) ::'.; � <FIELD.PROBLEMS.(Which could:result in:delayorCiam) ? FoLLoW tlP....INspEGrl'oNs OI :PREVfoUSLY REPOt2Tf D DEFICI JCiEs SUMMARYt?F:GONSTRUCTION:ACT :.i11'ES A Cc>t.r17/ cr27Q, .G 3i UP -rem -, ci c_ -rr% .-- {;� vc,C A-t_Th2 u4'rit-i ` rA.ie u . � L U A-(.c_ C',o-M V v� l4 i}/- &mil ,A 1 AM 6 06A) C S t-r& --) SMA) 6c/ S'r71NI /�-C G-��Di'J 1- A-c-C_ .g e-7tN-E66.) �? 4 J A--r-4v.1 A-. REMARkS >I abKL 6M.4 'W r114 v QV & of alb teJ�? 1I o) A-c_r'r t*r to Di &M o t)r= ci,adU , White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: PROJECT TITLE SLOV6Z Av6Sw4.5( M' LOCATION: SLA / AV6 SITWAI ' ,&MR. } 5; E12(ZA PROJECT NO. SG — Col — 01 CONTRACT NO. CONTRACTOR: AL$ -r IG FOREMAN: 17nt : rf"o,.-V SUBCONTRACTOR: Id3s ::::::::::::: SUN MON TOES WED (THURS) FRI SAT SUBCONTRACTOR: SUNNY 32-49 'CALM P.C. 0-69 .................. CA 70-84 MODERATE RAIN 85-94 SNOW 95-UP HIGH l%"/ ONTRACTOR:S WORK FORCE''. Operators ( I ) Foreman ( Laborers (Z)- Cement Finishers ( Pipe Layers ( 1 ) ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) EQtJIPM ENT: SE OR'IDL�D �fdenkifv I7Vh%h) ?� Backhoe(I ) Loader ( ) Water Truck (` ) Sweeper ( ) Wacker (1 ) Pavement Grinder ( MATERIALS OR:.EOUt .MENT.DELIVERED' :::< Excavator( ) Vibrating Roller ( ) . 3 Ton Boom Truck ( ) Fuel Truck ( ) Wheel Loader ( ) 10 W. Dump truck ( Welding Rig ( ) Crew Truck elk) 3/4Ton P.U. ('Z) ) Compressor ( ) Rubber Tire Roller ( rJON.CoNI �RMiNC MATERIAIS:.O WOR (i eason forrlon conformances::::. I LO PROBLEMS.. hich..could: resultiri;Jelayor..Claim) ..:. NSPE TI.oNS bra=R VIOUSLY. •PO0TERbEF1CiENGi> s SUMMARY OF..;CONSTRUCTION:ACTIVITI M 7u, / v.-J j -n4 ,E-ie95-%D' i sJN C J_- �� --r Lceo Et 5i7,v Z7-"Saosa t 0t^_. 64 rl r- or- q' rr tG.FrL-L Cart us iiu&. t'�b Alo rE-; DeSeali6 O 0 v i6.1-11- > i,�� w r -ram A [� sW POP 0:001 S .I 4 VERtI D i`P s A )-IA-b 'f xc. P4c c Pp_e_ RAN , 4c.(, 5t PASr.'.LA- A5 e White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: ...................... ...................... otacfor �>»> AQPEA25 -ra t J A 7 M 1 cr . l l'r1J ............... PROJECT TITLE: -,�.ot4 O AV-i �tP LOCATION: 3 TWEJ J Vock.Ag... 'fit _A giTi`'RT fl SIB ' C3AC•>.:.: .:'••> P�yA/� W.11�•�Q14i::iit: ......: •:. �.-....... 1 ��/� �?}:Y.v:•: :}?;\:^�::: ii:..••. : vv •:: . v:.?;:. .:•v:::.; ii4!: ::5•:i?vii:::: $:•?:w:J??:vii:i:? D ....I ; ; :::: SUN MON TOES WED THURS FRI SAT PROJECT NO."ji41r(e1 - (Q l CONTRACT NO. CONTRACTOR: ALG R-T FOREMAN: tpp( Sraer.G C_ SUBCONTRACTOR: SUBCONTRACTOR: >WAtE i:;.. ' R 1 14tEs> ii! ii gar 1fV{N ) SUNNY 32-49 P.C. 50-69 >>':'.=> • fERCe 184 MODERATE RAIN 85-94 ..................... SNOW 95-UP HIGH CON7`FtACTOR'S WORk FORCE;; ; Operators ( i ) Foreman (Z ) Laborers ( 2 ) Cement Finishers.( ' Pipe Layers ( 1 ) ) Mechanic ( ) Welders ( ( ) Carpenters ( ) Teamsters ( ) EQUIPMENT USE OR>IDLEb>ffderitifv�Which) >. . Backhoe ( ) Water Truck ( ) Wacker ( ) Loader ( ) Sweeper ( ) Pavement Grinder ( Excavator ( ) Vibrating Roller ( 3 Ton Boom Truck ( ) Fuel Truck ( Wheel Loader ( ) 10 W. Dump truck ( Welding Rig () Crew Truck ( 3/4 Ton P.U. (a ) Compressor ( ( ) Rubber Tire Roller ( ........................................................................... MATERIALS ORERUtPMENTRELIVER A-T' / 63gl o,.9 E LoA f ccF C-mt. M.1 Et4P A. C goltrj NON.CONFORMING.MATEI�IALS:OR WORK (Reason for non confo"rmance7 LD PROBLEMS (Which could result in delay or claim) 16Afy-fJNG. �a4S (. �.ttF i��Lil� ' 5-o Ere LLOW it PECTIC OF PREVIOUSLY REPORTED DEFICIENCIES ; 1 465E6 cgEL.OW ',SUMMARY OF..C'ONSTRUCTIONACTIVITII _ 06- -fAto IAAAAol.*-. c C 4i AM An-- lib L.ot?ATLo MS . S wiz A 41Q 4( 1 Amb. A=r -s-rk 1 S4 -t-q 4 CtIP(1. s \MAN4-tot:E.4k eorflr'u� L6cisrrNG. Zt " S t ►r&2-tD -tt I✓ 4 1 t_ncnr=, P a F PIPE �gt3�tSacid asrau( , Jz4b . 4.0k5 ,,P car s t . W LarktC, tfrm Esc, S nr4 G C 45 taxi 6 iK M6 f'aivtoLE. ,fit c7P 31 l to `: 4E L_ LzeRrl1J& Ir ^Jar E42--rinC ri.c cbc' tu,-rt-1 1146. 920e0 �,4 c.t;� C-EMPAc�rrry> Lr3 r-4,- } PS ADC W 2 i Ce Z Mix /AJrD PL4-e-6, US(Nor e_ laroz- ,'s PER b .6.Dut.A Cat-tracc.-r Z Pecreci<At- -R) ezip 4 A crerpsbril,,u� 546L.6 LAINw t-rrot• c-C.A64626 - ii)2A I ,� "f.:� VA" �cj /1a54 rzS � KTA2.4t,5 W A- /4'f -L 'f 12�IFc�. c. r' ,4PP12i. 'mot- .50.9 � S�.rr Z K �M e s-rb 2A(, E, t�;4 @ L(o361 ...................... REMARKS: S I i9,65 cost Kto --ro Trufkli A 4516 4 S'Fr,(2- scO(?AGO to M1) .6 2el.Att FA f26.Ga-.SST -70 (Scycetc.E. White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 aw PROJECT TITLE: .5-0•VC:12.4(6 5S.MegCtP - LOCATION: g1i.01-4 eaLAR- *Op St egle4- PROJECT NO. '53- CONTRACT NO. CONTRACTORL_ E.-S FOREMAN: SUBCONTRACTOR: Rt - . . ". ''"f• --„.s.--; . , ... ...... / 033 Elina.1100:84 dig1)74r5b .1i0iii:ElMile SUN MON WED THURS FRI SAT SUBCONTRACTOR: 32-49 Ci,1M....... P.C. ' 50-69 OVERCAST ,Et• ‘A99E!2fj.7 RAIN 85-94 W!.:igniaiN:: SNOW 95-UP HIGH CONTRACTOR'S WORK FORCE Operators ( ) Foreman ( ) 0 ate. epikt. Laborers ( ) Pipe Layers ( ) Cement Finishers ( ) Mechanic ( ) Welders ( ) Carpenters ( ) Teamsters ( ) Backhoe ( ) Water Truck ( Wacker( ) Loader( ) Sweeper ( ) Pavement Grinder ( Excavator ( ) Vibrating Roller ( ) 3 Ton Boom Truck ( ) Fuel Truck ( ) Wheel Loader ( ) 10 W. Dump truck ( Welding Rig ( ) Crew Truck ( ) 3/4 Ton P.U. ( ) Compressor ( ) Rubber Tire Roller ( MATERJALS OR EQIJIPMENT DELIVERED FIELD PROBLEMS (Which c�iild result in deIaPor Clairri): . . I FOLLOW-tJPINSPE.C.TlONS Wet`l Dcx:12- DanCZ- ey-Lowit-4c, uf Gi-f-r OE, osv-raf " ea-t.6-AAres-- i W045 ABLE TV ezaU-r- 14Leg.tits-6 26LG4-5 Pc72/45 iceavt f+ottteb Lvt4t e,t4 ‘24:71.- 7rc, t's,DAAAt ,i tt bfitivro tkEe-zym. crg etkrrsig. fr .dotn-r= LA 10 "--A47-41 NAVARR-T) pc,a_ pw...1 G... Lc--, (46.4-es> vurrirk 1-NS,Scr2AP-r1074. 14%4 R-F-A1--r1 REMARKS_ **1 lUOTCA OSSOMEb 14 um.61ZAJS 6*(dcru4 6- on Lirli Pete5 tx..1 erdttova ccgOrt-A. or Lot -114. en./2_ etAir,ez.: MA Al e__64-si isQ.A a INSPECTOR: White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 iNgi5101.6.46 ........................................ PROJECT TITLE jl.O46t.VS ;` e/1/4/ .fkQ LOCATION: gil#17.s1 Po PIA- `+4' ,t 82!!A PROJECT NO. 621 - of FOREMAN: (�QJ�(M S7{ ,4— SUBCONTRACTOR: CONTRACT NC 33 itiiii:{;i�i::ti'{{•ii}::: �R:i> s:::il ....: i n::i::}ij:::: :t`v.,. :: liitk:i:,i;ii:; :; .....g i E� i SUN VI�OII.) TOES WED THURS FRI SAT SUBCONTRACTOR: :: A'CH 1 ? >? 'E'V Fy ;:i: =7l[(s11"J w it . ". "" • 32-49 CALM P.C. 50-69 ....................... . OVERCAST}] MODERATE RAIN 85-94 ..................... SNOW 95-UP HIGH CONTRACTOR'S WORK:FORC' Operators ( ) Foreman (( ) Laborers ( ) Cement Finishers ( Pipe Layers ( ) ) Mechanic ( ) Welders ( ) Carpenters ( ) Tearnsters ( ) EQUIPMENT IN USE OR':IDLED (identify Wh1ch). - Backhoe ( ) Water Truck ( ) Wacker ( ) Loader ( ) Sweeper ( ) Pavement Grinder ( Excavator ( ) Vibrating Roller ( ) ) 3 Ton Boom Truck ( ) Fuel Truck ( ) ' Crew Truck ( ) Wheel Loader ( ) 3/4 Ton P.U. ( ) 10 W. Dump truck ( ) Compressor ( ) Welding Rig ( ) Rubber Tire Roller ( ) CTERIALS OR'EOUIPMENT.DELIVE:R NON CON�(yRMINc� MATERIALS: W.t7f1 (Reason (or'iion:conforinancej LD.PROBL0'NIS.(Which.couldiresuit;in;delayo.e.6t )...::.: s� EO.LLOW-UP.:INSPE.CTI:ONS bl=;P..REVfOl15LY J .>=P:ORTEI <bt :ICIENCI UMMA%RY OF. CONST.RUCTION:ACTIVITJES' /rl'Ei - u t cirl tyhx6S . goy.) 5�'I.as- �D Dt9V. - �iJl�- / At p(aj>, to is C-tiSS6i Wt'Q-1 OV t C.E- 7-40S 'T'oQ LI M 4-r5 . c4,7v 7e4ccv(3. iZtS,vEsi ThAn-- ^ -TQ govcE -rl f=&._ au tests AVE1==. , cvp. N -tom w.SST E. Gata_Nfl tJ E of C�� C-- CA\Men cr LA14 /M G- Sash- a-Ii-- Cf�C.t f2 i 4AT wouU t2F�.tn.0 I , r � � __Girr �4 W E32.S W E M6 S&/(M IT" P2OQoS 4i 1W?.'c- Qn� C-. ivt.A .1-1-S I/ L/t cM€r, HIS o c-Fc _� �oo�u s. o 5 e� $ - IM-r�r►u.� -ram C3tit ear �LrticG. 5wvf2-. Yoe LA - 3!( 02 e_Q'4no. jr� ............... ................ REMAR PAG White -Project File Daily Insp Rec Sht 1-Rev 9-18-00 INSPECTOR: OW on Slover Avenue Sewer Improvements From Poplar to Sierra Contractor: Albert W. Davies, Inc. Summary of Daily Work Reports 3-4-02 The contractor requested that traffic be allowed over unpaved roadway on the north side of Slover (w/b) during excavation and laying of south side laterals. PW Inspector Steve Bauer indicated that any detours require temporary ac paving. Any change in plans would need to be submitted for review to Don Gdula. Superintendent Ron Strong indicated that his office would do so. 3-5-02 Numerous utility poles are still in conflict with the sewer main at the East End of the project Oleander Avenue to Juniper Avenue. 3-6-02 The contractor's proposal to run alternating single lane traffic using flag man with two-way radios was approved by the Traffic Division, the superintendent was apprised of the approval. 3=7-02 The contractor pot -holed utilities and the existing sewer main connection point. 3-8-02 Contractor set-up traffic control to reduce Slover to alternating single lane traffic using flagman and two-way radios. 3-11-02 Class II aggregate base delivered to job site as back fill in lieu of using slurry backfill. First trench backfilled no slurry was used. 3-12-02 Class II aggregate base used to backfill trench and around the water pipe. 3-13-02 2 cubic yards of single sack slurry used for pipe support. 3-14-02 3 cubic yards of single sack slurry used for pipe support. 3-15-02 Completed temporary ac paving on four south side laterals. 3-18-02 Installed "y" clean outs saw cut additional south side lateral locations. 3-19-02 2 cubic yards of single sack slurry used for pipe support. 3-20-02 Class II aggregate base use to backfill trench. 3-21-02 2 cubic yards of single sack slurry used for pipe support. Class II aggregate base used to backfill trench. Soil screen delivered. • • 3-22-02 Class II aggregate base used to backfill trench. A225 backhoe was delivered to the job. 3-25-02 Class II aggregate base used to backfill trench. Slurry used for pipe support. A crew and foreman was added to install clean out boxes on completed south side laterals. 3-26-02 Class II aggregate base used to backfill trench. Saw cut laterals locations east of Citrus Avenue. 3-27-02 Contractor requested a change in the backfill requirements from class II aggregate base to screened native soil per the Green Book: All backfill and compaction would have to be tested and approved by LOR Geotechnical and to City requirements. Project engineer Steve Nix and LOR Geotechnical approved this change. Single sack slurry was used for pipe support. 3-28-02 Pot holed utility crossings, backfilled south side laterals using screened native. Delivered 446 backhoe to the job. 3-29-02 Screened native backfill and mechanical densification. No slurry. Installed special concrete clean -out box in the driveway. 4-1-02 No slurry. Screened native backfill and mechanical densification. 4-2-02 Screened native backfill and mechanical densification. No flagmen. 4-3-02 Screened native backfill and mechanical densification. No flagmen. 4-4-02 Screened native backfill and mechanical densification. 4 cubic yards of single sack slurry for pipe support. Alternating single lane traffic control with flagmen. 4-5-02 Screened native backfill and mechanical densification. Poured PCC driveway section. Alternating single lane traffic control with flagmen. 4-8-02 Screened native backfill and mechanical densification. Single sack slurry for pipe support. Alternating single lane traffic control with flagmen. 4-9-02 Screened native backfill and mechanical densification. Single sack slurry for pipe support. Alternating single lane traffic control with flagmen 4-10-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. • • 4-11-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Project Engineer Steve Nix visited the project, revised 6" lateral elevation at property to 8'. 4-12-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. 4-15-02 Rain no work today. 4-16-02 Screened native backfill and mechanical densification. Single sack slurry for pipe support. Alternating single lane traffic control with flagmen. 4-17-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Only one crew today. 4-18-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict. Single sack slurry for pipe support. Only one crew today. 4-19-02 4-22-02 4-23-02 4-24-02 4-25-02 4-26-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict. Only one crew today. Previously failed lateral compaction test reworked with class II base. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict. 6 cubic yards of single sack slurry for pipe support. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict. Single sack slurry for pipe support. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict. 6 cubic yards of single sack slurry for pipe support. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict. 3 cubic yards of single sack slurry for pipe support. • • 4-29-02 4-30-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell removing and relocating poles on the south side 5-1-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell removing and relocating poles on the south side. 3 cubic yards of single sack slurry for pipe support. 5-2-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict no work. Two CAT 235 backhoes delivered to project. Single sack slurry for pipe support. 5-3-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict no work. Single sack slurry for pipe support. Steve Bauer talked to Jamie Ramirez Davies foreman about starting a second crew on 5-6-02. 5-6-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict no work. Single sack slurry for pipe support. Second crew did not start today. 5-7-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict no work. Single sack slurry for pipe support. Second crew started today. 5-8-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict no work. 5-9-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict no work. Foreman Ron Strong moved to Rancho Cucamonga project. 5-10-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Pacbell and Edison poles still in conflict no work. • • 5-13-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Pacbell splicing and moving poles on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. 5-14-02 5-15-02 5-16-02 5-17-02 5-20-02 5-21-02 5-22-02 5-23-02 5-24-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Pacbell splicing and moving poles on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened, native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. No Pacbell work. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. No Pacbell work. Met in field with Steve Nix, Don Gdula, Edgar Casasalos, and Pacbell representatives about the urgency of removing north side and south side poles east of Citrus Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. No Pacbell work. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Pacbell splicing and moving poles on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Pacbell splicing on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Pacbell splicing and started to remove poles on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. No Pacbell work. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. No Pacbell work. • • 5-28-02 5-29-02 5-30-02 5-31-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Pacbell splicing on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Pacbell splicing on the north and south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Main line sewer construction moved to the east of Citrus Avenue. Pacbell splicing on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Pacbell splicing on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. 6-3-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Pacbell splicing on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Also placed a new pole on the s/w corner of Oleander and Slover Avenues. 6-4-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Pacbell splicing on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Several Pacbell supervisors met in the field to discus the final pole location on the s/w corner of Oleander and Slover Avenues. 6-05-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen used only intermittently. Pacbell splicing on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Davies lateral foreman Larry informed Steve Bauer that he would start a second crew on 6-6-02. 6-6-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. The second crew started today at station 135+00. Pacbell splicing and some underground work on south side of Slover Avenue between Oleander Avenue and Juniper Avenue. • • 6-7-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. The second crew working on laterals. Pacbell splicing and some underground work on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. 6-10-02 6-11-02 6-12-02 6-13-02 6-14-02 6-17-02 6-18-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. The second crew working on laterals. Pacbell splicing and some underground work on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Edison crews removed all but one pole on the north side of Slover Avenue between Oleander and Juniper Avenues. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. The second crew working on laterals. Pacbell splicing on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Both Davies crews working on main line sewer. Pacbell splicing on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Single sack slurry used for pipe support. Both Davies crews working on main line sewer. Pacbell splicing and completed the underground on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Both Davies crews working on main line sewer. Pacbell splicing on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Both Davies crews working on main line sewer. Pacbell completed splicing on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Both Davies crews working on main line sewer. Pacbell ready to demo and remove poles on the south side of Slover Avenue between Oleander Avenue and Juniper Avenue. • • 6-19-02 6-20-02 6-21-02 6-24-02 6-25-02 6-26-02 6-27-02 6-28-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews working on main line sewer and one crew removed and replaced cold mix with hot temporary asphalt concrete. No Pacbell work today. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews working on main line sewer. No Pacbell work today. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews working on main line sewer. On 6-24-02 one crew would start on north side laterals. No Pacbell work today. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews, one on main line sewer one on north side laterals. Pacbell removed cables on south side. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews, one on main line sewer one on north side laterals. Pacbell removed cables on south side. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews, one on main line sewer one on north side laterals. Pacbell completed the removal of all cables on south side. A meeting was held with Steve Nix, Yousuf Patanwala, Steve Bauer, Edgar Casasola, Don Gdula, and Tom Neary to discuss the use of the temporary ac paving and traffic control east of Juniper Avenue. It was decided that the construction of the temporary asphalt concrete on the south side of Slover Avenue after the Pacbell poles are removed would be a waste of money. Davies would continue to use the alternating single land traffic control with flagman for the remainder of the sewer construction. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews, one on main line sewer one on north side laterals. Pacbell removed poles on south side. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews, one on main line sewer one on north side laterals. Pacbell completed removal of poles on south side. • • 7-1-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews, one on main line sewer one on north side laterals. 7-2-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews, one on main line sewer one on north side laterals. A meeting was held with Les Davies, Don Gdula, Steve Bauer, and Edgar Casasola to discuss extra work items, temporary paving, change orders and scheduling. I asked Mr. Davies to respond in writing on all extra work items and change orders. And that the paperwork needed to be submitted right away, because in did not want to wait until the project was completed to discuss these items. Mr. Davies indicated that he would have the submittals in sometime next week because of the July 4, 2002. 7-3-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen.- Two Davies crews, one on main line sewer one on north side laterals. Davies crews would not be working on 7-4 and 7-5-02. 7-8-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews, one on main line sewer one on north side laterals. 7-9-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews, one on main line sewer one on north side laterals. 7-10-02 7-11-02 Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews, one on main line sewer one on north side laterals. Davies asked to change the backfill and compaction method on the laterals to jetting. Stating it would save time and produce a better result. Davies proposed that testing only be done conducted in the upper four feet of the trench. LOR Geotechnical indicated that jetting was acceptable per the Greenbook, but testing would be required from just above the pipe zone every two feet. The plans state that a Geotechnical. Engineer must certify all compaction testing. Screened native backfill and mechanical densification. Alternating single lane traffic control with flagmen. Two Davies crews, one on main line sewer one on north side laterals. The main line sewer was completed today. Work would continue on north side laterals and begin completing the south side laterals from the centerline north to the main. 7-12-02 7-15-02 7-16-02 7-17-02 7-18-02 7-19-02 7-22-02 7-23-02 7-24-02 Screened native backfill with mechanical and jetting densification was being used. Alternating single lane traffic control with flagmen. Two Davies crews worked on laterals. Alternating single lane traffic control with flagmen. Two Davies crews worked on laterals. After several failed compaction tests both crews were using screened native backfill and mechanical densification. Screened native backfill and mechanical densification was being used. Alternating single lane traffic control with flagmen. Two Davies crews worked on laterals. Screened native backfill and mechanical densification was being used. Alternating single lane traffic control with flagmen. Two Davies crews worked on 6" laterals and 8" sewer. Screened native backfill and mechanical densification was being used. Alternating single lane traffic control with flagmen. Two Davies crews worked on 6" laterals and 8" sewer. Screened native backfill and mechanical densification was being used. Alternating single lane traffic control with flagmen. Two Davies crews worked on 6" laterals and 8" sewer. Screened native backfill and mechanical densification was being used. Alternating single lane traffic control with flagmen. Two Davies crews worked on 6" laterals. Air tested between MH Nos. 21 and 25 all tests passed per Greenbook. Screened native backfill and mechanical densification was being used. Alternating single lane traffic control with flagmen. Two Davies crews worked on 6" laterals. Air tested between MH Nos. 18 and 19 all tests passed per Greenbook. Air test between MH Nos. 17 and 18 failed. Screened native backfill and mechanical densification was being used. Alternating single lane traffic control with flagmen. One Davies crew worked on 6" laterals. Air tested between MH Nos. 13 and 16 all tests passed per Greenbook. Retest between MH Nos. 17 and 18 failed for a second time. • • 7-25-02 7-26-02 Screened native backfill and mechanical densification was being used. Alternating single lane traffic control with flagmen. Two Davies crews worked on 6" lateral and 8" sewer. Air tested between MH Nos. 10 and 13 all tests passed per Greenbook. Air test between MH Nos. 9 and 10 failed. Two Davies crews, one worked on replacing cold mix with hot temporary at lateral locations. The other was locating the existing MH at station 126+82 to be able to conduct air test. Air tested between MH Nos. 5 and 8 all tests passed per Greenbook. 3t , 14 1,02 - ccarrec iczatrzbtetipptc ."4.04,-60021 : i saIiati.A. 64 gbibiA4!cuA6) wk.nirc,.)y,c1404-ibsiotttt6i*cp'ocrai , fvbsiLitcreiensi si--rortret,lini;pieteoTATiatmo-ratc‘s 172.r,esAig_t. i Treiat):24111m 14-C1---A'kAircJ 641-1M Cialillitic,altZ. 1.1 Vb1411_,0a4L-6 1013S6 _ __ _ 1 t6 OE. -essi,6i;dirt)7reirege-nav evi rib Dzxt Ctitu.9. . 614Meats_ IUDIOV4() 'Mat `,,\L-1:5'McrE.cur3141-io 00§3, L 1, ,i Iliii r,1 _ 315[01 - 01,119_1_1irt<fq_OzSllS... 1ACLI,c-i-i" (LAM 'ME_ Sazio)%54z, _ RA iA-1111 6!egt- ...ttib E; '_-_z-oe.,i740,3gcr ! 1 1 I I /665-2- - Carree*6.-a5 pe6isel),LiEQ.0.6 4L...--OEMA-1(100 ),Irc,LE-1-144-16E. -Tatikftc. 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Camt4apiymbc, 'Pecivx . btl-cak'ct eairg6kiE 0444-tki 1 i ! n 12-1F-Lhallak 2-cilikte, LIclai 65714 vIA,6714e op 6-toiraia4 /4-40 &AetetiLl., ; . , --li i . , 1 , 1 1 , 1 ; . ; 1 1 I 1 ; i , ; . 1 1 15-62- Rikaatigett i'2- CISCjs ript Wa)ttic. -Sk)6.44.k..gta-tulto 61(2.t.e4,6-4zt•i) ITGFeso-ki ,an-0 L..-Oi- ,C36A14-c- o.J-6fA, FiA8c To. osihsc2. , 910t-ita0 blVIC_Ftil. bwo Cati4.-914,0f,yit ovaniktb - • n-16 Puorgalvtiatt V , I ! I F-0,6e.614444j I 0c2frisi);s 1 • I 1 � 9 -2Z !U'2'-- i rozavwca.e..ti' i Zz s 1 �11 ii M-rUD I 'S Z 1-- ZC- I I I z3; oZ �u rtiet' •i�. �� � i n�tier , IAA's 16 Ict © ( , r h L 111/1' ! I 1 C il` .t) 4,I1, C It* (7) N;' Uo fj(L (l 2S 62 I 2ce rL ©IC. • Ave- Z g Q-to AALI D O‘L I t vtiii Marc `SIIA- I21.-t-82_ City of Fontana CALIFORNIA August 13, 2002 Albert W. Davies, Inc. Les Davies, Vice -President P.O. Box 215 Rancho Cucamonga, CA 91729 RE: Stover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Bid item quantities and extra work requests Dear Mr. Davies: Please find enclosed the bid item quantities the City agrees to be used for progress payment No. 4. The City would also like to request that you provide a fringe benefit statement for ,your employees, as backup to justify the hourly rates shown on your extra work requests. As indicated in your letter dated July 26, 2002, you are requesting two change orders totaling $210,332..19. When construction began on March 4, 2002 the power poles between Olenader Avenue and Sierra Avenue had yet to be relocated. As construction began at Poplar Avenue, the temporary pavement was not placed as indicated on the plans. This was not done at the request of .city staff but as a decision solely by A.W. Davies, Inc. Construction continued from Poplar Avenue in this manner past Citrus Avenue (approximately 4000' total). As construction neared Oleander Avenue, A.W. Davies, Inc. was informed that the poles would not be moved before the crew reached that point and it was asked if they could continue working in thesame manner of construction of the past 4,000 feet of pipeline. It was at this time that A.W. Davies, Inc. indicated that there would be an increase in cost for traffic control but construction could continue. At no time from this point till the completion of the pipeline was it ever discussed that additional crew were needed by A.W. Davies, Inc. nor requested by the City. www.fontana.org 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335-3528 (909) 350-7600 ranvn/ad nanar As you have indicated in your letter, the total for the additional traffic control amounts to $69,488.70. We agree that this is a reasonable request for an extra. Since it was the decision of A.W. Davies, Inc. to employ additional crews which were not requested by the City, it is our opinion the requested extra of $140, 843.49 should not be borne by the City and is the sole responsibility of the contractor. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division Donald Gdula Consultant Project Coordinator Construction Enclosures: Quantities agreed to for payment request No.4 cc: City Engineer Principal Civil Engineer/Construction Consultant Public Works Inspector (SB) Project Engineer, Steve Nix, L.D. King, Inc. Gent LD KING; I1 NUL I A 909 937 0202; Aug-13-02 5:18PM; Page 2 1IVt)M1Va IJ LUUL 10.I0/01.tu.lilnv.uouiii*auo r c City of Fontana CALIFORNIA August 13, 2002 Albert W. Davies, Inc. Les Davies, vice -President P.O. Box 215 Rancho Cucamonga, CA 91729 RE: Slover Avenue Sewer Improvements from .Poplar Avenue to Sierra Avenue aid item quantities and extra work requests Dear Mr. Davies: Please find enclosed the bid item quantities the City agrees to be used for progress payment No. 4. The City would also like to request that you provide a fringe benefit statement for •your employees, as backup to justify the hourly rates Shown on your extra work requests. As indicated in your letter dated July 26, 2002, you are e a `'�(L requesting two change orders totaling .$210,332.19. Whe construction began on March 4. 2002 the power poles`rbetween 0lenader Avenue and Sierra Avenue had yet to be relocated. As construction began at Poplar Avenue. the temporary pavement was not placed as indicated on the plans. This was not done at the request of city staff but as a decision solely by A.W. Davies, Inc. Construction continued from Poplar Avenue in this manner past Citrus Avenue (approximately 4000' total). As construction neared Oleander Avenue, A.W. Davies, Inc. was informed that they cj-T,:4 poles would not be moved before the yew reached that point and .114 was asked if they could continue working in the samo manner of • co ctio -ef- the past 4,000 feet of pipeline. It was at this ime that A.W. Davies, Inc. indicated that there would be an increase in cost for traffic control but construction could continue. At no time from this point till the completion of the pipeline was it ever discussed that additional crewxwere needed by A.W. Davies, Inc. nor requested by the City. 15 wwwlonlenLorg 6351 SIERRA AVENUE FONTANA, CALIFORNIA 92335952e i009) 350-7800 As you have indicated in your letter, the total for the additional traffic control amounts to $69,488.70. We agree that this is a reasonable request for an extra. Since it was the decision of A.W. Davies, Inc. to employ additional crews which were not requested by the City, it is our opinion the requested extra of $140, 843.49 should not be borne by the City and is the sole responsibility of the contractor. If you need additional information, please contact the undersigned at (909) 350-7632. Sincerely, Community Development Department Engineering Division Donald Gdula Consultant Project Coordinator Construction Enclosures: Quantities agreed to for payment request No.4 cc: City Engineer Principal Civil Engineer/Construction Consultant Public Works Inspector (SB) Project Engineer, Steve Nix, L.D. King, Inc. LD KING; 909 937 0202; Aug-13-02 5:18PM; Page 1 To: Company: Fax No.: From: LOC1116 ENGINEERS/PLANNERS/SURVEYORS/LANDSCAPE ARCHITECTS FAX TRANSMITTAL -R YOUR INFORMATION FOR YOUR RF,VIFW & COMMENT ❑ PLEASE SIGN AND RETURN n ORIGINAL TO FOLLOW BY MAIL SPECIAL INSTRUCTIONS/COMMENTS: Job/Filc No.: Date: No. of Pages: 12-41 4:yita l�z ❑ AS REQUESTED L1 PLEASE CALL AFTER YOU IIAVE RECEIVED ❑ PLEASE CALL AND VERIFY RECEIPT OF FAX O OTHER 'C 'f'1'► i n tG- ne? ti�Y� a-►�� - MY« is e 7"'Y1 e. g'o I(oJ r r+G L. D. King, Inc. 2151 Convention Center Way, Suite 100 Ontario, CA 91764 909/937-0200 Fax: 909/937-0202 o Ozs �f`�A Aug_ zS53 fi,SX24 6,sx� 15.s x A4Ni, s 14)( ri) 12)(`)Is) \f•ike. j/ 1gt\3 .1S(Z 9Dcu)a. 5-A0 Q9aVOAL G (S\1(l44 Nn caQtts �., t2-% (kc-) CZ_ Y'clf:"_,) vvk 6Y45 Z� n n x.74 2,6'0N .61--)6q 2A-Y(e, (iz•A 12,( \11- 1k3'‘`\4/ frOD G,SXZ4 442� C &\102 c4,-1 \ti &*?-4 Crc?{;(,c)„\ OXIZ._ t\OV-2_ COX{2 0.q„Cl-c2:)/ \OL 14\-\ oNo (504 CITY OF FONTANA - DETAIL BID SUMMARY PROJECT: SLOVER AVENUE SEWER IMPROVEMENT FROM POPLAR AVENUE TO SIERRA AVENUE (BID NO. SB-67-01) 1 `'cIZD BID OPENING DATE: NOVE�1i6I=R :+' : @ 2:00 PM fr firriikr3 ' • ENGINEER'S ESTIMATE - ALBERT W. DAVIES, INC. P.O. BOX 215 RANCHO CUCAMONGA, CA 91729 ALBERT W. DAVIES, INC. Est. Final Qty.'s to date ITEM NO DESCRIPTION EST. . QTY. UNIT UNIT PRICE TOTAL AMOUNT UNIT PRICE TOTAL AMOUNT QTY. UNIT PRICE TOTAL AMOUNT 1 15" Extra Strength Vitrified Clay Pipe Sewer 2440 LF $115.00 $280,600.00 $66.50 $162,260.00 2,450.00 $66.50 $162,925.00 2 12" Extra Strength Vitrified Clay Pipe Sewer 4653 LF $110.00 $511,830.00 $57.00 $265,221.00 4,663.00 $57.00 $265,791.00 3 Manhole per City of Fontana Std. Detail No. 112 (Modified to 5' inside diameter) 25 : _ EA $2,500.00 $62,500.00 $2,300.00 $57,500.00 25.00 $2,300.00 . $57,500.00 4 Manhole per City of Fontana Std. Detail No. 112 (Modified to 6' inside diameter) Sta. 15+76 1 _. EA $3,200.00 $3,200.00 $2,889.00 $2,889.00 1.00 $2,889.00 $2..889.D0. 5 6.". Extra Strength VCP Sewer Lateral per City of Fontana Std. Detail No. 125, 125A, or 125E -, ':-.1 1080 ] LF $90.00 $97,200.00 $62.00 $66,960.00 1 $62.p0 $216,008.00 �...- f 3,484.00 6 6" Extra Strength VCI' Sewer Lateral per (Ay of \ Fontana Std. Detail No. 125, 125A or 125E and 1 Sack Cement Slurry Backfill per Project Specific Note 4 ..... ,;>_" -� 1528 ) LF $100.00 $152,800.00 $70.00 $106,960.00 - 0.00 _ $70.00 ................-.0. $0.00 7 8" Extra Strength VCP Sewer with 8" Water Tight Plastic Plug with Teghtening Bands \....a / LF $100.00 $27,800.00 $38.00 $10,564.00 822.00 $38.00 $31,236.00 278 8 • Plastic Plug with Teghtening Bands and 1 Sack Cement Slurry Backfill per Project Specific Note 4 929 LF $110.00 $102,190.00 $95.00 $88,255.00 0.00 $95.00 $0.00 9 Asphalt Concrete Pavement 2330 TONS $60.00 $139,800.00 $52.00 $121,160.00 .1,060.27 95,,,,r1 $52.00 $55,434.044 10 Class 2 Crushed Aggregate Base 140 CY $25.00 $3,500.00 $46.00 $6,440.00 140.00 $46.00 $6,440.00 11 - Traffic Control, Temporary Signing and Striping, including K-rail Installation per Shts 11 thru 17 LS LS $50,000.00 $50,000.00 $50,160.00 $50,160.00 100% $50,160.00 $50,160.00 12 ` Clearing and Grubbing • LS LS $15,000.00 $15,000.00 $42,130.00 $42,130.00 100% $42,130.00 $42,130.00 13 Remove and Replace Curb & Gutter per City of • Fontana Std. Detail No. 1003 35 LF $20.00 $700.00 $60.00 $2,100.00 172.00 $60.00 $10,320.00 14 Remove and Replace 6" Thick PCC Sidewalk 5' Wide 165 SF $10.00 $1,650.00 $12.00 $1,980.00 594.00 $12.00 $7,128.00 15 0.15' Asphalt Concrete Overlay 335 TONS $70.00 $23,450.00 $76.60 $25,661.00 336.21 $76.60 $25,753.669 16 Remove and Replace Existing PCC Drive Approach per City of Fontana Std. Detail No. 102 as Applicable . 300 SF ' $14.00 - $4,200.00 $7.00 $2,100.00 657.00 $7.00 $4,599.00 TOTAL AMOUNT $1,476,420.00 $1,012,340.00 $938,013.73 AC not used Slurry back fill Tess slurry used CITY CREDIT TOTAL Davies Extras TOTAL PROJECT COST Percent over bid price 1269.73 TONS $52.00 1 LS $77,072.72 $66,025.96 $77,072.72 ($143,098.68) $210,473.19 $1,079,714.51 6.70% $67,374.51 $210,473.19 $1,148,486.92 8.40% $84,646.27 , 44- CEMPLLikts .CeturrezL em Sukoigtz..94.u. 71-v 0.46 r1 .09 _ 4. ze (L14- Is 6Z. n.vo 5st. Z9 5. Z4 zeitoci 4r) I i 18 '21 .32. Co•en I OGO,Zr) TortaL A c l 1 4. 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P'111,6 LATS Sc. , 5030 S11e S.F. 440 c- }o¢t=To S • PROGRESS PAYMENT REOUEST TITLE: Stover Avenue Sewer Between Owner: City of Fontana Poplar Avenue and Sierra Avenue Engineering Division 8353 Sierra Avenue Bid No. SB-67-01 Fontana, CA 92335 Progress Payment No. 3 June 30, 2002 . BID ESTIMATE PREVIOUSLY COMPLETED COMPLETED THIS PERIOD WORK COMPLETED TO DATR ITEM DISCRIPTION QUANT. UNIT ' PRICE EXTENSION QUANT. EXTENSION QUANT. EXTENSION QUANT. ' EXTENSION 1 15" VCP Sewer 2440 LF 66.50 162,260.00 2 12" VCP Sewer 4653 LF 57.00 265,221.00 3 60" Manhole Std. 112 25 Ea 2,300.00 57,500.00 4 72" Manhole Std. 112 1 Ea 2,889.00 2,889.00 5 6" VCP Sewer Lateral 1080 LF 62.00 66,960.00 6 6" VCP Lateral w/Sluny 1528 LF 70.00 106,960.00 7 8" VCP Sewer 278 LF 38.00 10,564.00 8 8" VCP Sewer w/Slurry 929 LF 95.00 88,255.00 9 Asphalt Concrete Pavement 2330 Ton 52.00 121,160.00 10 Class II Crushed Base 140 CY 46.00 6,440.00 11 Traffic Control 1 LS 50,160.00 50,160.00 12 Clearing and Grubbing 1 LS 42,130.00 42,130.00 13 Rem./Repl. Curb & Gutter 35 LF 60.00 2,100.00 14 Rem./Repl. 5' Sidewalk 165 SF 12.00 1,980.00 15 .15' A.C. Overlay 335 Ton 76.60 25,661.00 16 Rem./Repl. PCC Driveway , 300 SF 7.00 2,100.00 7 . 0 . 2,279 129,903.00 1 8 18,400.00 308 19,096.00 1,088 76,160.00 456 17,328.00 51 2,652.00 50% 25,080.00 70% 29,491.00 38 2,280.00 272.5 3,270.00 87 609.00 • 1,518 100,947.00 2,122 120,954.00 13 29,900.00 1 2,889.00 • 344 21,328.00 227 11,804.00 20% 10,032.00 10% 4,213.00 1,518 100,947.00 4,401 250,857.00 21 48,300.00 1 2,889.00 652 40,424.00 1,088 76,160.00 456 17,328.00 278 14,456.00 70% 35,112.00 80% 33,704.00 38 2,280.00 272.5 3,270.00 87 609.00 i j7 VENDOR I --s? PClif -P 1 D ROAM PARTIAL _COMPI,FTE . _-- — 3-6 ..-7,•? � . �� �/�" (� , ACCT. # 46%a llo, APPROVAL: REVIEW �.• �i �► �� 11 1P y\ , TOTALS 1,012,340.00 937,217.00 . 302,067.00 626,336.00 LESS: RETENTION 10% -62,633.0 — ',ee- /OIGI i^ `-f/7/Q Z /1 : //��// SUB -TOTAL LESS: PREVIOUS PAYMENTS 563,702.40 -291,842.10 Lester A. Davies, Project Manages Date Albert W. Davies, Inc. - 8737 Helms Avenue, Rancho Cucamonga, CA 91730 ' TOTAL AMOUNT DUE 271,860.30 AUG-07-2002 16:06 ALBERT W.DAVIES, INC. 909 989 0754 P.01/01 TITLE: Slover Avenue Sewer Between Poplar Avenue and Sierra Avenue Bid No, SB-67-01 Progress Payment - QUANTITIES PROGRESS PAYMENT REOUEST Worksheet - August 6, 2002 BID CONTRACT Davies' ITEM DESCRIPTION QUANT. UNIT PRICE EXTENSION Quantities 1 15" VCP Sewer 2440 LF 66.50 162,260.0D final 2,450 2 12" VCP Sewer 4653 LF 57.00 265,221.00 final 4,663 3 60" Manhole Std. 112 25 Ea 2,300,00 57,500.00 final 25 4 72" Manhole Std. 112 1 Ea 2,889.00 2,889.00 final 1 5 6" VCP Sewer Lateral 1080 LF 62:00 66,960.00 6 6" VCP Lateral w/Slurry 1528 LF 70.00 106,960.00 Total 6" VCP Constructed Complete _ 3,484 7 8" VCP Sewer 278 LF 38.00 10,564.00 8 8" VCP Sewer w/Slurry 929 LF 95:00 88,255.00 Total 8" VCP Constructed Complete 822 9 Asphalt Concrete Pavement 2330 Ton 52.00 121,160.00 partial 300 10 Class II Crushed Base 140 CY 46.00 6,440.00 partial 21 11 Traffic Control 1 LS _50,160,00_ 50,160.00 - 1096' 12 Clearing and Grubbing 1 LS 42,130.00 42,130.00 100% 13 Rem,/Repl, Curb & Gutter 35 LF 60.00 2,100.00 final 175 14 Rem,/Repl, 5' Sidewalk 165 SF 12.00 1,980.00 final 720 15 .15' A.C. Overlay 335 Ton 76.60 25,861.00 335 16 Rem./Repl. PCC Driveway 300 SF 7.00 2,100.00 final 543 In order to take the credit for the slurry I would ask that bid items be paid 100% for the 6" and 8" VCP and then a change order for the differences in quantities be written ay VCP with no Blurry. In other words pay 100% for each bid item and a change order for... 5. 6" vcp (no slurry) -385 LF 38.00 -14,630.00 7. 8" vcp (no slurry) 876 LF 62,00 54,312.00 I would prefer to do the some for the ether bid item differences. 0761i itan oY s�'itt3oeoh' I _�5 t J -- � padAt'" bran' rl rlo. es 43• eo cc5').3G TOTAL P.01 ALB E RT W. DAVIE S , INC• . • GENERAL ENGINEERING CONTRACTOR (909) 989-3714 • LICENSE #370846 • FAX (909) 989-0754 July 26, 2002 Mr. Donald Gdula Engineering Dept. City of Fontana 8353 Sierra Avenue Fontana CA 92335-3528 RE: Slover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue BID No. SB-67-01 Dear Mr. Gdula, We have been delayed by the long time it has taken to remove the many telephone and electrical poles that were along Slover Avenue. The poles delayed the project so long that the construction method envisioned prior to bidding was completely abandoned. The poles also caused extra expenses working around them with traffic control. Construction had to progress or wait until July 3 when the last pole was removed. Because of the delay, the poles did generate a credit back to the City in that we never did lay down the asphalt detour that was originally. planned. The City also generated another credit when the City deleted the slurry that was called out for under the existing asphalt. These credits are an estimated $104,000 or 2,000 tons at the bid price of $52.00/ton (2,330 tons less than what we expect to use, 330 tons) and $82,900 for the slurry not used from the estimate. However, I am asking that we be paid for the slurry that we did use on the project supporting crossing lines (92 yards at t i . r rico) $63.34/yard). This yardage was not separated from the original estimated slurry on the job. ( 51 1;lht,.3) The delay in removing the poles forced the construction into the traffic lanes of Slover Avenue. Because of this we were forced to construct the southern laterals and 8" lines using flagmen to a much greater extent than what we had originally bid. This also caused the southern lines to be constructed in two phases of work in order to keep traffic moving through the area. This complicated the construction and cost an additional 47 crew days to construct these lines. Therefore, I am also requesting a change order for $140, 843.49 for the extra crew days caused by the delay of the poles and change in construction method. (47 days at $2,999.67 per 5-man crew day, see extra work report attached). . I am also requesting the costs for the additional use of 190 flagman days or $69,488.70. (190 days at $365.73/flagman/day extra work report attached). r'�1��'""' I have enclosed a number of spreadsheets with the details of the above. If you have .any questions please contact me. Sincerely, Lester A. Davies --- ° ' . ; i, P.O. BOX 215, 91729-0215 - 8737 HELMS AVENUE, 91730 - RANCHO CUCAMONGA, CA AUG-30-2002 11:45 ALBERT W.DAVIES, INC. 909 989 0754 P.01/24 rQ3- ALBERT W. DAVIE S , INC. GENERAL ENGINEERING CONTRACTOR (909) 989-3714 • LICENSE #370846 • FAX (909) 989-0754 August 29, 2002 Mr. Don Gdula City of Fontana gineering Department 8353 Sierra Ave. Fontana, CA 92335 Re: Slover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue Dear Mr. Gdula, Please find attached additional copies ofthe asphalt tickets and copies of Class II base for the above captioned project. Please phone me if you have any questions or comments. Sincerely, Rebecca Davies SI3C1°2—^ Kr. G — ',c,,rr5 combo u - L rA --v? . oU.e. C,lccs . 150-t --h c.te 6- Co ham o r fie+ c bade.. 34 i e PC dc_ (.) 0 Y1 ---rtg.6adui e=0.. In. OW c o t ")oc_n°, I C - 1:1�"2'7 WWI MC evrM IF a t 7nn - PANc_Nn cUCAMONGA. CA PROGRESS PAYMENT REOUEST TITLE: Stover Avenue Sewer Between Owner: City of Fontana Poplar Avenue and Sierra Avenue Engineering Division 8353 Sierra Avenue Bid No. SB-67-01 Fontana, CA 92335 Progress Payment No. 3 June 30, 2002 • BID ESTIMATE PREVIOUSLY , COMPLETED COMPLETED THIS PERIOD WORK COMPLETED TO DATE ITEM DISCRIPTION QUANT. UNIT PRICE EXTENSION QUANT. EXTENSION QUANT. EXTENSION QUANT. • EXTENSION 1 15" VCP Sewer 2440 LF 66.50 162,260.00 2 12" VCP Sewer 4653 LF 57.00 265,221.00 3 60" Manhole Std. 112 25 Ea 2,300.00 57,500.00 4 72" Manhole Std. 112 1 Ea 2,889.00 2,889.00 5 6" VCP Sewer Lateral 1080 ' LF 62.00 66,960.00 6 6" VCP Lateral w/Slurry 1528 LF 70.00 106,960.00 7 8" VCP Sewer 278 LF 38.00 10,564.00 8 8" VCP Sewer w/Slurry 929 LF 95.00 88,255.00 9 Asphalt Concrete Pavement 2330 Ton 52.00 121,160.00 10 Class II Crushed Base 140 CY 46.00 6,440.00 11 Traffic Control 1 LS 50,160.00 50,160.00 12 Clearing and Grubbing 1 LS 42,130,00 42,130.00 13 RemfRepl. Curb & Gutter 35 LF 60.00 2,100.00 14 RemJRepl. 5' Sidewalk 165 SF 12.00 1,980.00 15 .15' A.C. Overlay 335 Ton 76.60 25,661.00 16 Rem./Repl. PCC Driveway , 300 SF 7.00 2,100.00 • 7 0 2,279 129,903.00 8 18,400.00 308 19,096.00 1,088 76,160.00 456 17,328.00 51 2,652.00 50% 25,080.00 70% 29,491.00 38 2,280.00 272.5 3,270.00 87 609.00 • 1,518 100,947.00 2,122 120,954.00 13 29,900.00 1 2,889.00 • 344 21,328.00 227 11,804.00 20% 10,032.00 10% 4,213.00 1,518 100,947.00 4,401 250,857.00 21 48,300.00 1 2,889.00 652 40,424.00 1,088 76,160.00 456 17,328.00 278 14,456.00 70% 35,112.00 80% 33,704.00 38 2,280.00 272.5 3,270.00 87 609.00 VENDOR # 2-? /7/tf a b P.0.10-FL PARTIAL, _COMPL=TE -- ,11 a.4;--7)_ 4 , ,j e�.�/iel , ACCT.14 ,“ 6{, "O I APPROVAL: REVIEW TOTALS 1,012,340.00 937,217.00 302,067.00 626,336.00 LESS: RETENTION 10% -62,633.60 - e e. /11- - / /OIGt 7/7/QZ ///��"`���. SUB -TOTAL LESS: PREVIOUS PAYMENTS 563,702.40 -291,842.10 Lester A. Davies, Project Manager Date Albert W. Davies, Inc. - 8737 Helms Avenue, Rancho Cucamonga, CA91730 ' TOTAL AMOUNT DUE 271,860.30 CITY OF FONTANA - DETAIL BID SUMMARY PROJECT: SLOVER AVENUE SEWER IMPROVEMENT FROM POPLAR AVENUE TO SIERRA AVENUE (BID NO. SB-67-01) BID OPENING DATE: NOVEMBER 8, 2001 @ 2:00 PM ITEM NO 1 DESCRIPTION 15' Extra Strength Vitrified Clay Pipe Sewer EST. QTY. 2440 UNIT LF ENGINEER'S ESTIMATE UNIT PRICE $115.00 TOTAL AMOUNT $280,600.00 ALBERT W. DAVIES, INC. P.O. BOX 215 RANCHO CUCAMONGA, CA 91729 UNIT PRICE $66.50 TOTAL AMOUNT $162,260.00 450 00 ALBERT W. DAVIES, INC. Final Quantities $66.50 $162,925 00.; 2 3 4 5 6 7 8 9 12' Extra Strength Vitrified Clay Pipe Sewer Manhole per City of Fontana Std. Detail No. 112 (Modified to 5' inside diameter) Manhole per City of Fontana Std. Detail No. 112 (Modified to 6' inside diameter) Sta. 15+76 4653 LF $110.00 $511,830.00 $57.00 $265,221.00 4 663.00 00 ? $265791.00;' 6' Extra Strength VCP Sewer Lateral per City of Fontana Std. Detail No. 125, 125A, or 125B 6' Extra Strength VCP Sewer Lateral per City of Fontana Std. Detail No. 125, 125A or 125E and 1 Sack Cement Slurry Backfill per Project Specific Note 4 8' Extra Strength VCP Sewer with 8' Water Tight Plastic Plug with Tightening Bands 8' Extra Strength VCP Sewer with 8' Water Tight Plastic Plug with Tightening Bands and 1Sack Cement Slurry Backfill per Project Specific Note 4 Asphalt Concrete Pavement 25 1 1080 1528 278 929 2330 EA EA LF LF LF LF TONS $2,500.00 $3,200.00 $90.00 $100.00 $100.00 $110.00 $60.00 $62,500.00 $3,200.00 $97,200.00 $152,800.00 $27,800.00 $102,190.00 $139,800.00 $2,300.00 $2,889.00 $62.00 $70.00 $38.00 $95.00 $52.00 $57,500.00 $2,889.00 $66,960.00 $106,960.00 $10,564.00 $88,255.00 $121,160.00 25,00 0 3,484.00 :822.00 7s1:34 300 00 889 00 $62.00 $38 00 10 11 12 13 14 15 16 Class 2 Crushed Aggregate Base Traffic Control, Temporary Signing and Striping, including K-rail Installation per Shts 11 thru 17 Clearing and Grubbing Remove and Replace Curb & Gutter per City of Fontana Std. Detail No. 1003 140 CY $25.00 $3,500.00 $46.00 $6,440.00 28.7.0E 2.00 $46:00 $57 500 00 $2,8890 $216,008.00' 0 $31,236s00 . j $39 58968 $13 2047E Remove and Replace 6" Thick PCC Sidewalk 5' Wide 0.15' Asphalt Concrete Overlay Remove and Replace Existing PCC Drive Approach per City of Fontana Std. Detail No. 102 as Applicable TOTAL AMOUNT LS LS 35 165 335 300 LS LS LF SF TONS SF $50,000.00 $15,000.00 $20.00 $10.00 $70.00 $14.00 $50,000.00 $15,000.00 $700.00 $1,650.00 $23,450.00 $4,200.00 $1,476,420.00 $50,160.00 $42,130.00 $60.00 $12.00 $76.60 $7.00 $50,160.00 $42,130.00 $2,100.00 $1,980.00 $25,661.00 $2,100.00 $1,012,340.00 JT0.1 % 100% 172.00 594,00 336 21 $50.160.0.0 $42,130.00 60.00 00 60 $25,13016 S42,13000 :' $1 0,32000' $7 128o0 $25 75363 $904,204.29 Extra Work Requests TOTAL PROJECT COST toot ci-e9 ,`Io + t O4 i G es AS (ZS c ors) Kim' 55 Da* $174,476.70 $1,078,680.99 -tw:s vs GHQ' cs otz.So GATsk 6040 Cr"PUSS, \„6,5w- In Bid: crew flagmen days slurry . backfill Bid Item 6 Bid Item 8 Lateral w/slurry 8" vcp w/slurry Credit on Stover Avenue Sewer • 46 . 23 17 • 17 totals 63 40 $34,300.00 $48,600:00 $82,900.00 Delete slurry backfill (from estimate) Less: slurry used on job 92 yards at $63.34/yr (short loads) :Delete asphalt detour • Less: asphalt used on job (estimated) 2330 tons 330 tons 2000 tons Actual Days to construct southern laterals and 8" lines & flagman' see attached summary spreadsheet Ron'. crew Larry's crew Jaime's Crew. $82,900.00 45,827.28 $77,072.72 $52.00 per ton $104,000.00 days flagmen 41.t1c 82.04 c;:-) • 9.0to r+r.to to 1l�r 1.6�114 totals Less: Lateral Crew from estimate Extra Crew Days (see attached extra work report) Less: Flagmen from estimate Extra Flagman Days (see attached extra work report) —87- -253- 1 94 q3 -40 2Z3 150)g8Z.SI 47• cGa $2,999.67 $140;984:49 per crew day 57.) 92‘ -63 490- • cLD 111 Io• zl,O 4i)).t1 $365.73 per flagman (1•04 ieq& 40, 5162, V.?~r) • $69;488:70' 5E3;51c.8o l q q fe.,'r r1C3, 54 ►0) AUG-30-2002 11:45 ALBERT W.DAVIES, INC. 909 989 0754 P.02/24 Albert W. Davies, Inc. Stover Avenue Sewer, City of Fontana Class II Base Materials Used Date 3/11/02 3/11/02 3/11/02 3/11/02 3/14/02 3/14/02 3/19/02 3/19/02 ".-3-/20/02) 3/20/02 3/20/02 CR-1/02 3/21/02 3/22/02 3/22/02 3/25/02 3/26/02 3/26/02 3/27/02 4/23/02 4/30/02 5/31/02 Amount 20.71 21.49 \14'3 22 k 20.68 '‘ 23.32 \---•A 22.98 23.07 v. 23.27v 19.6 \-1,, 22.87v-e- 20.67 20.75 20.76 ‘,°" 23.34 23.37'4:1 23.57< 21.34 se' 18.54 22.19 20.85 16.1 475.02 Z31) CX9 co /r ,. 1 1 IA • , 10 N. A 7, 7 (20 \ 0 ‘i (y7) ol \k),-.) 1'7 ep, v40 I btos,••••••=•••.a..116,..... Flagmen construction on the south laterals and mainline Date 'Foreman Crew Flag 3/7/02 Ron 6 3/8/02 Ron 6 3/11/02 3/12/02 3/13/02 3/14/02 3/15/02 3/18/02 3/19/02 3/20/02 3/21/02 3/22/02 3/25/02 3/26/02 3/27/02 3/28/02 3/29/02 4/1 /02 4/2/02 4/3/02 4/4/02 /5%2 Ron Ron Ron Ron Ron Ron Ron Ron Ron Ron Ron' Ron Ron Ron Ron Foreman Crew Flag 7 2 So Lat 1 M <L 9 7 2 So Lat 1 itio SuSel 7 2 So Lat .1 2 ci 5 1-�-c-'-'i 7- 2 So Lat 13 cy s ` 1 6 2 So Lat 1 No 5L upeizq 7 2 So Lat 1 No sLuP-i-( 7 2 So Lat 1 •z c s42-at 6 2 SoLat ,1ivos1. 7 2 So Lat.1 z cii t,-(A-'1 7 2 So Lat 1 /5©St.u2,t1 7 2 So Lat-1 Larry 4 7 2 So Lat •1 Larry 4 7 2 So Lat 1 Larry 4 7 2 So Lit 1 7 2 So Lat' 1 Larry 4 Ron 8 2 So Lat 1 Ron ' 8 2 So`Lat 1 Laity 4 Ron 8 2 So Lat 1 Larry 4 Ron ' ' 8 2 So Lat 1 Larry Ron m 8 Larry 4 Foreman Crew Flag L :L ik So Lat S So Lat So Lat,--'-+e1 off So Lat No s"'4"7 off A,/ o s LAA J242/ So Let No ELG So Lat do rz-A6- So Lat So Lat 1 rr � r4/88/02.. Ron' 4%/02 on 4 1'0/02—.®..Ron' `4.4/11/02 ._. Ron_.., r4/12/02 Ron 4/15/02 4 /16/02 4/17/02 4/18/02 4/19/02 So Lat 1 Larry 7 So Lat 1 Larry —_6— So Lit 1 Larry 6 So Lat 1 Larry 6 SoLat 1, Larry 6 Ron Rain Larry - -Ron _..,._-,8 2_, o aL t 1"'�`Larry Ron 9 2 So Lat 1 Ron 10 2 So Lat 1 Ron 10 2 S So Lat 1 SwR-al SoLat 1, So Lat .1, 2 So Lat 2...:.'SoLat 1`. 4 Rain 7 2 So Lat 1 s iv,z+2y off off SLc.Le24-( off (4/22/02- Ron r4/23/02Ron_.._--__9- r4/24/02— Ron 9 n4/25/02 Ron 10 *,4/26/02 Ron 10 So Lat -1 .--Larry._-_t. 6 _ So•Lat-1--.-Larry-- _.__.8 -- 2 � So `Lat ._,1--Larry "6 ` ` So L F1 Larry 8___ So Lat 1 -larry .......8 :_ So Lai .,14 So Lat '1, So Lat 1 wan,,, So Laf 1' "` So'Lat--1 '• 1 4/29/02Ro i "" 1"0 2 So Lat.- 1 • Larry 8 4/30/02 ; Ron 10 2 So Lat 1 Larry 7 5/1/02 ',Ron 9 .2.., __,So Lat _1 Larry_ . _ __ 8 5/2/02 'Ron - Larry 13 5/3/02 (Ron 8 p2 """So-L'at-1 Larry 8 So Lat 1, So Lat 1/ So Lat 1Y�j So Lat 2 c'e-fit .z2 So`"Lat 1 —a-Me 3 sL2-. Main 5/6/02 Ron 7 2 So.Lat 1 ... Larry .._8; 2` - So'tat T Jaime 4 Main 5/7/02 Ron--- - 6---__ .2...... So Lat 1 Larry 7 '2^°-SoTLat''' Jaime 6 Main 5/8/02 (Ron____-__6 ,2_:So Lat 1_ _..."Larry .._____ __.8_ 2,,_So.Lat :,1 Jaime 7 1 Main 5/9/02 Larry 6 2 So Lat 1 Jaime 7 1 Main t? 5/10/02 Larry 6 2 So. Lat 1 Jaime 7 1 ' Main 5/13/02 off Jaime 8 2 Main 5/14/02 off Jaime 8 2 Main IA 5/15/02 off Jaime 8 2 Main ti7. 5/16/02. off Jaime 8 2 Main 5/17/02 off Jaime 8 2 Main 5/20/02 5/21/02 5/22/02 5/23/02 5/24/02 5/27/02 Holiday 5/28/02 5/29/02 5/30/02 5/31/02 6/3/02 6/4/02 5/02 6/6/02 6/7/02 6/10/02 6/11/02 6/12/02 6/13/02 6/14/02 6/17/02 6/18/02 6/19/02 6/20/02 6/21/02 lj off Jaime 8 rain Main off Jaime 8 2 Main off Jaime 8 2 Main Iv off Jaime 8 2 Main off Jaime 9 2 Main off off off Jaime 8 2' Main off Jaime 8 Nor off Jaime 8 2 Main off Jaime 8 2 Main ) off Jaime 8 off Jaime 8 off Jaime 8 arty 7 2 So Lat 1 Jaime`""`8 2 Main Larry 7 2 So Lat 1 Jaime 8 2 , Main 2 Main 2 Main 2: Main to Larry 6 Larry 7 Larry 7 Larry 7 Larry 7 Main Jaime 8 2 Main Main Jaime 8 2 Main Main Jaime 8 2 Main la Main Jaime 8 2 Main Main Jaime 8 2. Main Larry 7 Main Jaime 8 2 Main Larry 8 . Main Jaime 8 2 Main 'Larry 8 2 `; -So Lat 1 Jaime — 8 2 ' .',;'Mri ain �� Larry 8 2 So Lat-1 Jaime , 8 2' .'., Main Larry _ _7 _____..,2...._...SoLat.1 _ _.Jaime--...--8._ ..,-., 2..,'' Main 6/24/02 Larry 7 No Lat Jaime 9 2 Main 6/25/02 Larry 7 No Lat Jaime 9 2 Main 10 6/26/02 Larry 7 No Lat Jaime 9 2 Main 6/27/02 Larry 9 No Lat Jaime 9 2 Main 6/28/02 Larry 10 No Lat Jaime 9 2 Main (11 e4 L) 7/1/02 7/2/02 7/3/02 7/4/02 Holiday 7/5/02 Day off Larry 9 No Lat Jaime 9 2 Main Larry 9 No Lat Jaime 9 2 Main Larry 9 No Lat Jaime 9 2 Main off off off off 7/8/02 Larry 9 No Lat Jaime 9 2 Main 7/9/02 Larry 7 No Lat Jaime 9 2 Main ( 0 7/10/02 Larry 9 No Lat Jaime 9 2 Main 7/11/02 Larry 9 No Lat Jaime 8 2 So Lat 1 7/12/02 Larry 9 No Lat Jaime 8 2 So Lat 1 7/15/02 - 7/16/02 7/17/02 7/18/02 7/19/02 7/22/02 7/23/02 7/24/02 7/25/02 7/26/02 1 Totals 82 04 Days working on Southern Laterals/Lines C 41 off Crew not on the job No Lat Northern Lateral or 8" VCP work So Lat Southern Lateral or 8" VCP work Main Mainline 12" or 15" VCP work Larry 9 2. So Lat 1 Jaime 8 2. So Lat 1 )wry 9 2 .So Lat 1 Jaime 9 2 , So Lat 1 Larry 9 2 So Lat 1 Jaime 9 .._ _. _ ,2 So Lat 1 1° (Larry 10 2 ...So Lat 1. Jaime 9 2 ";w, So Lat 1 [Larry_12 __2__._So .Lati_ . _Jaime _ 9 2 So Lat 1 . Larry 12 _Z=_So Lat 1 Jaime Larry 12 2 _ _So Lat,_1 Jaime Larry 9 2 So Lat 1 Jaime 5 Larry 9 2 So Lat 1 Jaime (64 4 So Lat 1 So Lat 19 97 („41'.)) Extra Work Report Albert W. Davies, Inc. General Engineering Contractor PROJECT: Stover Avenue Sewer Improvements from Poplar Ave. to Sierra Ave. - Bid No. SB-67-01 Owner: City of Fontana Date: Laborer - One Day Reason: • Reg Reg OT . OT Trade No.of Men Hours Rate Hours Rate Total Laborer- II (`C(,, ( ) 1 8 $ 37.72 0.0 $301.76 Labor Subtotal "A" $301.76 Equipment Type No. of Eq Hours Rate Delay F Total Equipment Subtotal "B" $0.00 Materials/ Rentals Quantity Tax Unit Total $0.00 Material Subtotal. "C" $0.00 Subcontractor Quantity Unit Total Subcontractor Subtotal ' D" $0.00 SUBTOTAL $301.76 MARKUP ON "A" 20% $60.35 MARKUP ON "B & C" 15% $0.00 MARKUP ON "D" 15% $0.00 SUBTOTAL W/MU $362.11 BOND 1% 1% $3.62 GRAND TOTAL $365.73 (Ieo,o `) Extra Work Report Albert W. Davies, Inc. General Engineering Contractor PROJECT: Stover Avenue Sewer Improvements from Poplar Ave. to Sierra Ave. - Bid No. SB-67-01 Owner: City of Fontana Date: Crew Day Reason: Reg Reg OT OT Trade No.of Men Hours Rate Hours Rate Total Foreman V,Y(-f ,1S) 1 8 $ 60.69 'e , 0.0 $485.52 Labor Foreman ((, ,' (,) 1 8 $ 42.60 ;''' 0.0 $340.80 Operator -Loader( . @ I) 1 4 $ 52.97 0.0 $211.88 Operator - Backhoe,V,(3I 1 1 8 $ 52.31 ` ' ^ 0.0 $418.48 Laborer - Pipelayer(21 c (.) 1 8 $ 39.95 ,' , 0.0 $319.60 Teamster (,(3,C ) 1 4 $ 43.19 0.0 $172.76 Labor Subtotal "A" $1,949.04 Equipment Type No. of Eq Hours Rate Delay F Total CAT 446 Backhoe 1 8 $ 32.19 1 $257.52 CAT 936E Loader 1 4 $ 43.30 1. $173.20 Crew truck 1 8 $ 14.76. 1 $118.08 Foreman truck 2 8 $ 9.39 1 $150.24 Equipment Subtotal "B" $548.80 Materials / Rentals Quantity Tax Unit Total $0.00 Material Subtotal "C" $0.00 Subcontractor Quantity Unit Total . Subcontractor Subtotal ' D" $0.00 SUBTOTAL $2,497.84 MARKUP ON "A" 20% $389.81 MARKUP ON "B & C" 15% $82.32 MARKUP ON "D" 15% $0.00 SUBTOTAL W/MU $2,969.97 BOND 1 % 1% $29.70 GRAND TOTAL $2,999.67 aoci,5`. Extra Work Report gzAcormw Albert W. Davies, Inc. General Engineering Contractor PROJECT: Stover Avenue Sewer Improvements from Poplar Ave. to Sierra Ave. - Bid No. SB-67-01 Owner: City of Fontana Date: Laborer - One Day Reason: Reg Reg OT OT Trade No.of Men Hours Rate Hours Rate Total Laborer- II 1 8 $ 37.72 0.0 $301.76 Labor Subtotal "A" $301.76 Equipment Type No. of Eq Hours Rate Delay F Total Equipment Subtotal "B" $0.00 Materials / Rentals Quantity Tax Unit Total $0.00 Material Subtotal "C" $0.00 Subcontractor Quantity Unit Total Subcontractor Subtotal "D" $0.00 SUBTOTAL $301.76 MARKUP ON "A" 20% $60.35 MARKUP ON "B & C" 15% $0.00 MARKUP ON "D" 15% $0.00 SUBTOTAL W/MU $362.11 BOND 1% 1% $3.62 GRAND TOTAL $365.73 Extra Work Report 447 e,t Albert W. Davies, Inc. General Engineering Contractor PROJECT: Stover Avenue Sewer Improvements from Poplar Ave. to Sierra Ave. - Bid No. SB-67-01 Owner: City of Fontana Date: Crew Day Reason: Reg Reg OT OT Trade No.of Men Hours Rate Hours Rate Total Foreman 1 8 $ 60.69 0.0 $485.52 Labor Foreman 1 8 $ 42.60 0.0 $340.80 Operator -Loader 1 4 $ 52.97 0.0 $211.88 Operator - Backhoe 1 8 $ 52.31 0.0 $418.48 Laborer - Pipelayer 1 8 $ 39.95 0.0 $319.60 Teamster 1 4 $ 43.19 0.0 $172.76 Labor Subtotal "A" $1,949.04 Equipment Type No. of Eq Hours Rate Delay F Total CAT 446 Backhoe 1 8 $ 32.19 1 $257.52 CAT 936E Loader 1 4 $ 43.30 1. $173.20 Crew truck 1 8 $ 14.76 1 $118.08 Foreman truck 2 8 $ 9.39 1 $150.24 Equipment Subtotal "B" $548.80 Materials / Rentals Quantity Tax Unit Total $0.00 Material Subtotal "C" $0.00 Subcontractor Quantity ' Unit Total Subcontractor Subtotal "D" $0.00 SUBTOTAL $2,497.84 MARKUP ON "A" 20% $389.81 MARKUP ON "B & C" 15% $82.32 MARKUP ON "D" 15% $0.00 SUBTOTAL W/MU $2,969.97 BOND 1% 1% $29.70 GRAND TOTAL $2,999.67 Extra Work Report Albert W. Davies, Inc. General Engineering Contractor PROJECT: Stover Avenue Sewer Improvements from Poplar Ave. to Sierra Ave. - Bid No. SB-67-01 Owner: City of Fontana Date: May 29, 2002 Reason: Laid 8" clay pipe up to Station 0+78 on Catawaba St. Moved to east side of Citrus. Lost two hours looking for existing 12" pipe. It was 5' behind station. Reg Reg OT OT Trade No.of Men Hours Rate Hours Rate Total Foreman 1 2 $ 60.69 0.0 $121.38 Operator - Excavator 2 2 $ 52.97 0.0 $211.88 Operator - Loader 1 2 $ 52.31 0.0 $104.62 Laborer - Pipelayer 1 2 $ 39.95 0.0 $79.90 Laborer - Back-up Man 2 2 $ 38.03 0.0 $152.12 Teamster 1 2 $ 43.19 0.0 $86.38 Labor Subtotal "A" $756.28 Equipment Type No. of Eq Hours Rate Delay F Total CAT 235 Excavator 1 2 $ 88.26 1 $176.52 CAT 225 Excavator 11 2 $ 52.01 1 $104.02 CAT 936E Loader 1 2 $ 43.30 1 $86.60 Crew truck 1 2 $ 14.76 1 $29.52 Foreman truck 1 2 $ 9.39 1 $18.78 Equipment Subtotal "B" $396.66 Materials / Rentals Quantity Tax Unit Total 8" VCP 1 7.75% $ 32.04 $34.53 Material Subtotal "C" $34.53 Subcontractor Quantity Unit Total • Subcontractor Subtotal "D" $0.00 SUBTOTAL $1,187.47 MARKUP ON "A" 20% $151.26 MARKUP ON "B & C" 15% $64.68 MARKUP ON "D" 15% $0.00 SUBTOTAL W/MU $1,403.40 BOND 1% 1% $14.03 `, GRAND TOTAL $1,417.44 ALBERT W. DAMES, INC. GENERAL ENGINEERING CONTRACTOR RANCHO CUCAMONGA, CALIFORNIA (909) 989-3714 FAX (909) 989-0754 EXTRA WORK REPORT Project Name 5—C 0U CW. Mu •YL Owner '- 1Mti / -S • �� Station / 4 S + 4- Job No 2 Date Performed 4 2-2. —�Z-- J .-r r r t-f !.L I, �� 4 • L /�-, C. _2 6) 4 (r 0 L-5 �„R Reasons/Comments ) � n h.�, L^- rA 5 ro ' ` U C P L I<i AT c Ica c A / — 5?1.4i 3 & 1 / s / s (Ae W s!ti v- r Lf ti c1,-- v) / 'A . C . , .RAC 1L- G--1 = -1) •=4- Employee Name (Last) Classification/Trade Regular O.T. Hours Hours S+rv.tom 5-4 p4. 8 A �.1,. J- 1 E. I L1 L I� 5..1Ln� Wv'1 �) r 1. ` � P f S nA- F 12A,A . Lr- ti-, ? i F E, [ALICV2 e M 1- i C. &. ti c'� LA G a Unit No. Equipment Hours ri--r 4,1 L- D RAcg-Ucc 1 ' cr 5- Lu A (J r-`2. . 2 -,(..., P-4 C Get-' v y 1)0 0 JI L— / 2 t<.�,L) 0 -1:.:- c.-, / 2 (...,,k, Materials and/or Work�Performed by Others Quantity Unit Cost 11oI1c ny V v-rev...1J 15 ? Lf s / SACIe / S/�. e.rr Le This is not a change order. This is a verification of man hours and equipment. Contractors ROpresentative Resident Engineer/Ihspector ALBLRT W. NAVIES, INC. GENERAL ENGINEERING CONTRACTOR RANCHO CUCAMONGA, CALIFORNIA (909) 989-3714 FAX (909) 989-0754 EXTRA WORK REPORT Project Name .SLc� 1, tit, v t` S “),I cY2 Owner o a ti 1 5��. & eci Station /23 -I Z Job No Date Performed 4 - 3 0 Z Reasons/Comments 4-io7' /ors p�� n., s 1''u r ?14 /ems ✓b . r' 4/to )c'd /.:SCkrrIL 8- Cp Employee Name (Last) tic' Vv��,�r1t� L Classlficatlon/Trade 5, c4. Regular O.T. Hours Hours 4 4-- nn. ►K✓a1M: t 1-- c' 7_ P4 Ik 4- 4- 4 tA C/A 4 4- Unit No. Hours rA 9c A in. Ce-2144 it -el: 5 c..) I� 146 3AcV-- H - LJ Adtv2_ 4- Materials and/or Work Performed by Others Quantity. Unit Cost This is not a change order. This is a verification of man hours and equipment. Contractor s RRep esentative Resident Engineer/Inspector Flagmen construction on the south laterals and mainline Date Foreman Crew Flag 3/7/02 Ron 6 3/8/02 Ron 6 Foreman Crew Flag Foreman Crew Flag 3/11/02 Ron 7 2 So Lat 1 3/12/02 Ron 7 2 So Lat 1'4, 3/13/02 Ron 7 2 So Lat 1 3/14/02 Ron .. 7 2 So Lat 1 3/15/02 Ron 6 2 So Lat 1 3/18/02 Ron 7 2 So Lat 1 3/19/02 Ron 7 2 So Lat 1 3/20/02 Ron 6 2 So Lat 1 3/21/02 Ron 7 2 So Lat 1 3/22/02 Ron 7 2 So Lat 1 3/25/02 Ron 7 2 So Lat 1 Larry 4 So Lat 3/26/02 Ron 7 2 So Lat 1 Larry 4 So Lat 3/27/02 Ron 7 2 So Lat 1 Larry 4 So Lat 3/28/02 Ron 7 2 So Lat 1 off 3/29/02 Ron 7 2 So Lat 1 Larry 4 So Lat 4/1/02 Ron 8 2 So Lat 1 off 4/2/02 Ron 8 ' 2 So Lat 1 Larry 4 So Lat 4/3/02 Ron 8 2 So Lat 1 Larry . 4 So Lat 4/4/02 Ron 8 2 So Lat 1 Larry 4 So Lat 4/5/02 Ron 8 2 So Lat 1 Larry 6 2 So Lat 1 4/8/02 Ron 8 2 So Lat 1 Larry 7 2 So Lat 1 4/9/02 Ron 8 2 So Lat 1 Larry 6 2 So Lat 1 4/10/02 Ron 8 2 So Lat 1 Larry 6 2 So Lat 1 4/11/02 Ron 8 2 So Lat 1 Larry 6 2 So Lat 1 4/12/02 Ron 8 2 So Lat 1 Larry 6 2 So Lat 1 4/15/02 Ron Rain Larry 4 Rain 4/16/02 Ron 8 2 So Lat 1 Larry 7 2 So Lat 1 4/17/02 • Ron 9 2 So Lat 1 off 4/18/02 Ron 10 2 So Lat 1 off 4/19/02 Ron 10 2 So Lat 1 off 4/22/02 Ron 8 2 So Lat 1 Larry 6 .2 So Lat 1 4/23/02 Ron 9 2 . So Lat 1 Larry 8 2 So Lat 1 4/24/02 Ron 9 2 So Lat 1 Larry 6 2 So Lat 1 4/25/02 Ron 10 2 So Lat 1 • Larry 8 2 So Lat 1 4/26/02 Ron 10 2 So Lat 1 Larry 8 2 So Lat 1 4/29/02 Ron 10 2 So Lat 1 Larry 8 2 . So Lat 1 4/30/02 Ron 10 2 So Lat 1 Larry 7 2 So Lat 1 5/1/02 Ron 9 2 So Lat 1 Larry 8 2 So Lat 1 5/2/02 Ron Larry 13 4 So Lat 2 5/3/02 Ron 8 2 So Lat 1 Larry 8 2 So Lat 1 Jaime 3 Main 5/6/02 . Ron 7 2 So Lat 1 Larry 8 2 So Lat 10 Jaime 4 Main 5/7/02 Ron 6 2 So Lat 1 Larry 7 2 So Lat 1 Jaime 6 Main 5/8/02 Ron 6 2 So Lat 1 Larry 8 2 So Lat 1 Jaime 7 1 Main 5/9/02 Larry 6 2 So Lat 1 Jaime 7 1 Main 5/10/02 Larry 6 2 So Lat 1 Jaime 7 1 Main 5/13/02 off Jaime 8 2 Main 5/14/02 off . Jaime 8 2 Main 5/15/02 off Jaime 8 2 Main 5/16/02 off Jaime 8 2 Main 5/17/02 0 off Jaime 8 2 Main 5/20/02 off Jaime 8 rain Main 5/21/02 off Jaime 8 2 Main 5/22/02 off Jaime 8 2 Main 5/23/02 off Jaime 8 2 Main 5/24/02 off Jaime 9 2 Main 5/27/02 Holiday off off 5/28/02 off Jaime 8 2 Main 5/29/02 off Jaime 8 Nor 5/30/02 off Jaime 8 2 Main 5/31/02 off Jaime 8 2 Main 6/3/02 off Jaime 8 2 Main 6/4/02 off Jaime 8 2 Main 6/5/02 off Jaime 8 2 Main 6/6/02 Larry 7 2 So Lat 1 Jaime 8 2 Main 6/7/02 Larry 7 2 So Lat 1 Jaime 8 2 Main 6/10/02 Larry 6 Main Jaime 8 2 Main 6/11/02 Larry 7 Main Jaime 8 2 Main 6/12/02 Larry 7 Main Jaime 8 2 Main 6/13/02 Larry 7 Main Jaime 8 2 Main 6/14/02 Larry 7 ' Main Jaime 8 2 Main 6/17/02 Larry 7 Main Jaime 8 2 Main 6/18/02 Larry 8 Main Jaime 8 2 Main 6/19/02 Larry 8 2 So Lat 1 Jaime 8 2 Main 6/20/02 Larry 8 2 So Lat 1 Jaime 8 2 Main 6/21/02 Larry 7 2 So Lat 1 Jaime 8 2 Main 6/24/02 Larry 7 No Lat Jaime 9 2 Main 6/25/02 Larry 7 No Lat Jaime 9 2 Main 6/26/02 Larry 7 No Lat Jaime 9 2 Main 6/27/02 Larry 9 No Lat Jaime 9 2 Main 6/28/02 Larry 10 No Lat Jaime 9 2 Main 7/1/02 Larry 9 No Lat Jaime 9 2 Main 7/2/02 Larry 9 No Lat Jaime 9 2 Main 7/3/02 Larry 9 No Lat Jaime 9 2 Main 7/4/02 Holiday off off 7/5/02 Day off off off 7/8/02 Larry 9 No Lat Jaime 9 2 Main 7/9/02 Larry 7 No Lat Jaime 9 2 Main 7/10/02 Larry 9 No Lat Jaime 9 2 Main 7/11/02 Larry 9 No Lat Jaime 8 2 So Lat 1 7/12/02 Larry 9 No Lat Jaime 8 2 So Lat 1 7/15/02 Larry 9 2 So Lat 1 Jaime 8 2 So Lat 1 7/16/02 Larry 9 2 So Lat 1 Jaime' 9 2 So Lat 1 7/17/02 Larry 9 2 So Lat 1 Jaime 9 2. So Lat 1 7/18/02 Larry 10 - 2 So Lat 1 Jaime 9 2 So Lat 1 7/19/02 Larry 12 2 So Lat 1 Jaime 9 2 So Lat 1 7/22/02 7/23/02 7/24/02 7/25/02 7/26/02 Larry 12 . 2 So Lat 1 Jaime 9 2 So Lat 1 Larry 12 2 So Lat 1 Jaime 8 2 So Lat 1 Larry 9 2 So Lat 1 Jaime 5 Larry 9 2 So Lat 1 Jaime 4 Totals 82 74 97 Days working on Southern Laterals/Lines 41 37 off Crew not on the job No Lat Northern Lateral or 8" VCP work So Lat Southern Lateral or 8" VCP work Main Mainline 12" or 15" VCP work i P. 1 TRANSMISSION REPORT Account Name : DESTINATION : 99890754 DEST. NUMBER : 99890754 F CODE PAGES RESULT : 3 sheets : OK To Les Davies, Albert W. Davies, Inc. (TUE) JUL 23 2002 11:02 MINOLTA DOCUMENT# TIME STORED TIME SENT DURATION MODE 6307179-797 JUL 23 11:00 JUL 23 11:00 1min, 04sec ECM City of Fontana Engineering Division Special Projects 8353 Sierra Avenue Fontana, CA 92335 Phone: 909.350-7632 Fax: 909-350-6618 From: Don Gdula Fax: 9-989-0754 Data: July 23, 2002 Phone: 9-989-3714 Pages: 3 Re: Standard Development Specifications CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle *Comments: This Is what the inspection section gave to me on the sewer lines, Sanitary Sevens, Item No. 6. City of Fontana Engineering Division Special Projects 8353 Sierra Avenue Fontana, CA 92335 Phone: 909-350-7632 Fax: 909-350-6618 To: Les Davies, Albert W. Davies, Inc. From: Don Gdula Fax: 9-989-0754 Date: July 23, 2002 Phone: 9-989-3714 Pages: 3 Re: Standard Development Specifications CC: 0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle •Comments: This is what the inspection section gave to me on the sewer lines, Sanitary Sewers, Item No. 6. 8. Placement of curb and gutter will only be permitted after compaction certification by • geotechnical engineer and grade has been approved by the inspector and all utilities have been installed. No power equipment used for the preparation of subgrade will be permitted adjacent to concrete curb, gutter or alley intersections until the fourth day following placement of the concrete. 10. The placement of bituminous pavement adjacent to concrete curb. Gutter or alley intersection will not be permitted until the seventh day following the placement of concrete nor will concrete paving operations be permitted until the seventh day where placing or finishing equipment will ride on previously placed concrete. 11. If admixtures, additional cement or type III cement is used to obtain high early strength concrete in accordance with Section 201-1 of the Greenbook, grading operations will be permitted on the second day following the placement of the concrete and paving operations on the third day. SANITARY SEWERS 1. All sanitary sewer pipe shall be vitrified clay or as approved by the City Engineer. All pipe and fittings for sewer mains and laterals shall be extra strength vitrified clay pipe. Sewer pipe may be band -seal or bell and spigot type. 2. All manholes shall be precast concrete manholes per tity Standard Detail #109, #111, #113 and #112. All joints shall be mortared. MH Frames and covers to be constructed by the sewer contractor 6" below grade and during paving the paving contractor shall raise all manhole to finish grade materials. 3. Concrete for manhole base slabs shall be class 560-B-3250. All sewer mainlines and sewer laterals shall not be backfilled•with bedding materials until inspected and approved. 4. Trench backfill shall conform to City of Fontana Standard Detail #131. 5. All house sewer laterals and clean outs. shall .be constructed per City of Fontana Standard , Detail #125 .and have a minimum 2% grade. 6. Prior to air testing the sewer main it shall be balled and flushed. 7. Contractor shall provide three air tests; one after construction of system, second test after all utilities are in and third test prior to placement of base asphalt pavements. 8. Any sewer lateral located in a driveway shall be protected by a concrete box per City Standard Detail 125A and in lawn area by plastic sewer box per City Standard Detail #125B. 9. Developer shall also stamp with the letter S the face of the curb and gutter of all sewer lateral locations. Page 6 10. All steps shall be placed on the down stream side of the manhole. On small main or as called for on larger mains on the plans. STORM DRAINS 1. No steel shall be placed in structures until subgrade has been inspected and approved. 2. No concrete shall be placed until forms and reinforcing steel have been set and inspected and approved. 3. All pipes shall be certified by the manufacturer and marked with D-load, date and.Tee's locations marked for public works, inspector acceptance. 4. , All pipe shall be grouted on the outside. All pipe 24" or larger shall also be grouted on the inside. Bedding materials shall not be placed until all joints have been inspected. 5. When contractor uses beveled ends around curves, said pipe shall be "match -marked" and shall provide a manufacturers laying diagram to the inspector. 6. All exposed metal surfaces shall be galvanized. 7. Minimum steel reinforcement is required in the walls, tops of all structures (#4 12" OC E/W) or as called for on the plans. WORKING UNDER ADVERSE WEATHER CONDITIONS: Adverse weather conditions shall be defined to include a drop in atmosphere temperature; when it is 35°F or when conditions indicate that the temperature may fall to 35°F within 24 hours. Concrete shall be effectively protected from freezing or frost for a period of 5 days after placing. Concrete for structures shall not be placed while atmospheric temperatures are above 115 °F . In any case, the temperature of the concrete while being placed shall not exceed 90 °F. Rain: Concrete placement shall be stopped when rainfall is sufficient to cause damage to the work. Work after a recent rain: No placement of materials will be allowed until the moisture content is less than optimum allowable moisture, as determined by the soil technician. All areas which are pumping shall be removed. All finish grades shall be reworked or restored. Wind: No placement of materials will be allowed when estimate wind velocities exceed 35 mph or when wind starts to carry existing dirt. . Approved: Le- Date: 7 Robert W. Weddle, P.E. City Engineer Page 7 LAOR RATES - effective July 2002 8/8/02 - STRAIGHT TIME 1 2 2 2 2 2 2 2 2 Social Worker's Liability 9M Base Union Security Medicare S.D.I. F.U.T.A. S.U.I. Comp. Insurance Umbrella TOTAL TOTAL Classification Hourly Burden 0.062 0.0145 0.009 0.008 0.054 0.07 0.084 0.0239 BURDEN RATE Laborer II 20.65 10.25 1.44 0.34 0.21 0.19 1.62 1.62 1.95 0.55 18.17 38.82 Back-up Man III 21.20 10.25 1.47 0.34 0.21 0.19 1.28 1.66 2.00 0.57 17.98 39.18 Pipelayer IV 22.75 10.25 1.57 0.37 0.23 0.20 1.37 1.77 2.13 0.60 18.48 41.23 Labor Foreman VI 24.60 10.25 1.68 0.39 0.24 0.22 1.47 1.90 2.28 0.65 19.08 43.68 v Operator / Loader VII 30.54 12.00 2.06 0.48 0.30 0.27 1.80 2.33 2.80 0.80 22.83 53.37 Oper/Track Hoe XVI 31.16 12.00 -_ 2.10 0.49 0.31 0.27 1.83 2.37 2.85 0.81 23.03 54.19 Operator/ Crane XIII 32.00 12.00 2.15 0.50 0.31 0.28 1.88 2.43 2.92 0.83 23.31 55.31 Teamster 22.91 12.96 1.58 0.37 0.23 0.20 1.38 1.79 2.14 0.61 21.26 44.17 General Foreman 36.50 12.00 2.42 0.57 0.35 0.31 2.11 2.74 3.28 0.93 24.72 61.22 NOTES: Soc. Sec., Medicare, SDI, FUTA, SUTA, WC, Liab. & Umbrella costs calculated on Base Hourly + Vacation multiplied by factor. 1- Based on Labor Hour (per hour worked) 2 - Based on Labor Dollar (per dollar eamed) Union Burden: (Fringe Benefit Statement effective as of 7/1/02) Construction Laborers: 2.55 - Vacation 3.66 - Pension 3.41 - Health & Welfare .36 - Training .06 - Industry Advancement .06 - Construction Administration Fund .15 - Construction Contract Compliance $10.25 - Total Burden Operating Engineers: 2.75 - Vacation -Holiday 3.75 - Pension 4.70 Health & Welfare .65 - Apprentice, Training .06 - Construction Industry Advancement .04 - Construction Administration .05 - Construction Compliance .02 - Altemative Dispute Resolution $12.00 - Total Burden Construction Teamsters 2.60 - Vacation - Holiday 4.80 - Pension 5.02 - Health & Welfare . 42 - Training - Upgrading . 06 - Construction Industry Advance. .06 - Contract Administration $12.96 - Total Burden LABOR RATESr-effective July 2002 8/8/02 OVERTIME RATES 1 2 2 2 2 Social Base Overtime Union Security Medicare Classification Hourly Hourly Burden 0.062 0.0145 Laborer II 20.65 30.98 10.25 2.08 0.49 0.30 0.27 Back-up Man III 21.20 31.80 10.25 2.13 0.50 0.31 0.27 Pipelayer IV 22.75 34.13 10.25 2.27 0.53 0.33 0.29 Labor Foreman V 24.60 36.90 10.25 2.45 2.45 0.36 0.32 Operator/Loader VIII. 30.54 45.81 12.00 3.00 0.70 Oper/Track Hoe XVI 31.16 46.74 12.00 3.06 0.72 Operator/ Crane XI I I 32.00 48.00 12.00 3.14 0.73 Teamster 22.91 34.37 12.96 2.29 0.54 0.33 0.30 General Foreman 36.50 54.75 12.00 3.56 0.83 0.52 0.46 3.10 Engineer / Estimator 2 2 2 Worker's Liability S.D.I. F.U.T.A.S.U.T.A. Comp. Insurance 0.009 0.008 0.054 0.07 2 9M Umbrella TOTAL TOTAL 0.084 0.0239 BURDEN RATE 1.81 2.35 2.82 0.80 21.16 52.13 1.85 2.40 2.89 0.82 21.43 53.23 1.98 2.57 3.08 0.88 22.18 56.31 2.13 2.76 3.31 0.94 24.96 61.86 0.44 0.39 2.62 3.39 6.07 1.16 29.77 75.58 0.44 0.40 2.67 3.46 4.15 1.18 28.07 74.81 0.46 0.41 2.74 3.55 4.25 1.21 28.48 76.48 2.00 2.59 3.11 0.88 24.99 59.35 4.01 4.82 1.37 30.66 85.41 NOTES: Soc. Sec., Medicare, SDI, FUTA, SUTA, WC, Liab. & Umbrella costs calculated on Base Hourly + Vacation multiplied by factor. 1- Based on Labor Hour (per hour worked) 2 - Based on Labor Dollar (per doller eamed) Union Burden: (Fringe Benefit Statement effective as of 7/1/02) Construction Laborers: 2.55 - Vacation 3.66 - Pension 3.41 - Health & Welfare .36 - Training .06 - Industry Advancement .06 - Construction Administration Fund .15 - Construction Contract Compliance $10.25 - Total Burden Operating Engineers: 2.75 - Vacation -Holiday 3.75 - Pension 4.70 - Health & Welfare .65 - Apprentice, Training .06 - Construction Industry Advancement .04 - Construction Administration .05 - Construction Compliance ,02 - Altemative Dispute Resolution $12.00 - Total Burden Construction Teamsters 2.60 - Vacation - Holiday 4.80 - Pension 5.02 - Health & Welfare .42 - Training - Upgrading .06 - Construction Industry Advancement .06 - Contract Administration $12.96 - Total Burden Jun-24-2002 04:45pm From —ENGINEERING CONTRACTORS ASSOCIATION 5629236179 T-836 P.002/005 F-404 r EOA May 3, 2002 ARBOR MEMO ENGINEERING CONTRACTORS' ASSOCIATION 8310 Florence Ave., Downey, CA 90240 • SG2/86I-0929 • 800/293.2240 • FAX S42/923.6179 TO: Contractor Members Re: • •Teamsters 2000-2003 Master Labor Agreement July 1, 2002, Increase Effective July 1, 2002, the Teamsters 2000-2003 Master Labor Agreement•,prgvides for an increase of eighty-five cents ($0.85) which has been allocated by the Union as follows: Wages Health & Welfare $0:40 TOTAL INCREASE 0.'86 \/ Effective July 1, 2002, the following wage and fringe benefit contribution rates are payable: • FRINGE BENEFIT CONTRIBUTION RATES 0 1 /02 Pension Trust Fund Health & Welfare Fund 4•80 Vacation-Holiday\Supplemental Dues Plan Trust Fund* p•02 Training & Upgrading Fuld 2.80 Advancement Industry Fund $ 0•42 Contract Administration Fund p.06 TOTAL $ Q. p6 • $12,06 Includes Supplemental Dues contribution rate of fifty cents ($0.50), ••e • Jun-24-2002 04:46pm From -ENGINEERING CONTRACTORS ASSOCIATION 5629236179 T-836 P.005/005 F-404 LRBOR MEMO ENGINEERING C O N T RAC T O R S' ASOCIATION 8310 Floren ce Ave,. Downey. CA 90240 - 562/861.0 ' 240 June 14, 2002 9 • 800/ TO: Contractor Members Re: vOperaa tin' Engi�• 2001-2004 Master Labor Agreement July 1, 2001, nc e • FAX 562/VZ3.6179 Effective July 1, 2002, the Operating Engineers 2001-2004 Master Labor Agreement provides for an increase which the Union has allocated as follows: Wages* Health & Welfare $1.00 Vacation/Holiday Fund (no change) &Supplemental Dues (Q ^) $11.40 Joi t A ren ice Trainin and Journe man Retrainin Fund TOTAL INCREASE ,{]5 $1.55 * The classifications contained in the Appendix A. Groups I -III only receive eighty cents ($0.80) of the one dollar ($1.00) wage rate increase. The following wage and fringe benefit contribution rates are payable effective July 1, 2002: FRINGE BENEFIT CONTRIBUTION RATES 07/01/02 Health and Welfare Pension $1.70 Vacation/Holiday Fund ($1.65) & Supplemental Dues ($1.00) $2.75 Joint Apprentice Training and Journeyman Retraining $2.75 industry Fund $0.05 Engineers Contract Compliance Committee (ECCC) $0.06 Contract Administration Fund (CAF) $0.05 TOTAL $0,0 $12.00 Jun-24-2002 04:45pm From -ENGINEERING CONTRACTORS ASSOCIATION 5629236179 T-836 P.003/005 F-404 ECA LRBOR MEMO ENGINEERING C O N TRACTORS ' ASso 8310 Florence Ave„ Downey. CA 90240 + 562/861p 929 ,C81 q Y May 3, 2002 TO: Contractor Members SUBJECT: ER 2000-2003 MASTER LABOR AGREEMENT July 1, 2002 INCREASE Effective July 1, 2002, the Laborers 2000-2003 Master Labor Agreement provides for following increases, which have been allocated by the Union as follows: Wages Group Group 11 Group III \ Group IV $0.74 Group V $0.84 Group VI $0.$4 Watchman $0.94 / $0.64 *Health & Welfare Training $0.15 $0.01 * Effective July 1, 2002 the Pension contribution will be reduced by $.15 per hour and that amount will be reallocated to health and Welfare. This is in addition to the $.15 which has been allocated to Health and Welfare from the July 1, 2002 increases. Effective July 1, 2002, the following wage and fringe benefit contribution rates are payable: WAGE RATES 07/O 1/p 2 { 293.2240 - S92/923.6129 Group I Group II $2Q.1p Group III $20.65 Group IV $21.2Q20 Group V $22.75 Group VI $23.10 Watchman $24.60 $18.11 FRINGE BENEFIT CONTRIBUTION RATES 07/o ligg Health and Welfare Pension $3.4'I I Vacation/Supplemental Dues ($0.75) $2•05 Training and Retraining $2.5a� Center for Contract Compliance $Q 35 Industry Fund $Q. Contract Administration Fund $4.0 TOTAL $0.06 S1095 Extra Work Report Albert W. Davies, Inc. General Engineering Contractor PROJECT: Stover Avenue Sewer Improvements from Poplar Ave. to Sierra Ave. - Bid No. SB-67-01 Owner. City of Fontana Date: May 29, 2002 Reason: Laid 8" clay. pipe up to Station 0+78 on Catawaba St. Moved to east side of Citrus. Lost two hours looking for existing 12" pipe. It was 5' behind station. Reg Reg OT OT Trade No.of Men Hours Rate Hours Rate Total Foreman 1 2 $ 60.69 0.0 $121.38 Operator - Excavator 2 2 $ 52.97 0.0 $211.88 Operator - Loader 1 2 $ 52.31 0.0 $104.62 Laborer- Pipelayer 1 2 $ 39.95 0.0 $79.90 Laborer - Back-up Man 2 2 $ 38.03 0.0 $152.12 Teamster 1 2 $ 43.19 0.0 $86.38 Labor Subtotal "A" $756.28 Equipment Type No. of Eq Hours Rate Delay F Total CAT 235 Excavator 1 2 $ 88.26 1 $176.52 CAT 225 Excavator 1 2 $ 52.01 1 $104.02 CAT 936E Loader 1 2 $ 43.30 1 $86.60 Crew truck 1 2 $ 14.76 1 $29.52 Foreman truck 1 2 $ 9.39 1 $18.78 Equipment Subtotal "B" $396.66 Materials / Rentals Quantity Tax Unit Total 8" VCP 1 7.75% $ 32.04 $34.53 Material Subtotal "C" $34.53 Subcontractor Quantity Unit Total Subcontractor Subtotal "D" $0.00 SUBTOTAL - $1,187.47 MARKUP ON "A" 20% $151.26 MARKUP ON "B & C" 15% $64.68 MARKUP ON "D" 15% $0.00 SUBTOTAL W/MU $1,403.40 BOND 1% 1% $14.03 GRAND TOTAL $1,417.44 P. 1 TRANSMISSION REPORT Account Name : DESTINATION : 99370202 DEST. NUMBER : 99370202 F CODE AGES WULT : 2 sheets : OK (MON) JUN 17 2002 11:12 MINOLTA DOCUMENT# TIME STORED TIME SENT DURATION MODE : 6307179-543 : JUN 17 11:07 : JUN 17 11:07 : 30sec : ECM City of Fontana Engineering Division Special Projects 8353 Sierra Avenue Fontana, CA 92335 Phone: 909-350-7632 Fax: 909-350-6618 Faai Ca3mmunications To: Steve Nix From Don Gdula Fax: 9-937-0202 Date: June 17, 2002 Phone: 9-937-0200 Pages: 2 Re: Stover Ave. Extra Work Request To: Steve Nix 8353 Sierra Avenue Fontana, CA 92335 Phone: 909-350-7632 Fax: 909-350-6618 From: Don Gdula Fax: 9-937-0202 Date: June 17, 2002 Phone: 9-937-0200 Pages: 2 Re: Stover Ave. Extra Work Request 0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle •Comments: Do you think this is a legitimate request? Were the record drawings off? ALBEOLT W. DAVIE., INC. GENERAL ENGINEERING CONTRACTOR (909) 989-3714 • LICENSE #370846 • FAX (909) 989-0754 June 6, 2002 City of Fontana Attn: Mr. Don Gdula Engineering Department 8353 Sierra Avenue Fontana, .CA'„92335 Re: Stover Avenue Sewer Improvements from Poplar Avenue to Sierra Ave. Bid No. SB-67-01 Dear Mr. Gdula, Please find enclosed our Extra Work report for the work performed on May 29, 2002 for the above captioned project. Please phone me if you have any questions. Sincerely, ebecetx. es_. Rebecca Davies Enclosures RECFTVED JUN 1.1 2002 BY: u .o -. P.O. BOX 215, 91729-0215 - 8737 HELMS AVENUE, 91730 - RANCHO CUCAMONGA, CA Extra Work Report Albert W. Davies, Inc. General Engineering Contractor PROJECT: Stover Avenue Sewer Improvements from Poplar Ave. to Sierra Ave. - Bid No. SB-67-01 Owner: City of Fontana Date: May 29, 2002 Reason: Laid 8" clay pipe up to Station 0+78 on Catawaba St. Moved to east side of Citrus. Lost two hours looking for existing 12" pipe. It was 5' behind station. Reg Reg OT OT Trade No.of Men Hours Rate Hours Rate Total Foreman 1 2 $ 60.69 0.0 $121.38 Operator - Excavator 2 2 $ 52.97 0.0 $211.88 Operator - Loader 1 2 $ 52.31 0.0 $104.62 Laborer - Pipelayer 1 2 $ 39.95 0.0 $79.90 Laborer - Back-up Man 2 2 $ 38.03 0.0 $152.12 Teamster 1 2 $ 43.19 0.0 $86.38 Labor Subtotal "A" $756.28 Equipment Type No. of Eq Hours Rate Delay F Total CAT 235 Excavator 1 2 $ 88.26 1 $176.52 CAT 225 Excavator 1 2 $ 52.01 1 $104.02 CAT 936E Loader 1 2 $ 43.30 1 $86.60 Crew truck 1 2 $ 14.76 1 $29.52 Foreman truck 1 2 $ 9.39 1 $18.78 Equipment Subtotal "B" $396.66 Materials / Rentals Quantity Tax Unit Total 8" VCP 1 7.75% $ 32.04 $34.53 Material Subtotal "C" $34.53 Subcontractor Quantity Unit Total Subcontractor Subtotal "D" $0.00 SUBTOTAL $1,187.47 MARKUP ON "A" 20% $151.26 MARKUP ON "B & C" 15% $64.68 MARKUP ON "D" 15% $0.00 SUBTOTAL W/MU $1,403.40 BOND 1% 1% $14.03 GRAND TOTAL $1,417.44 r�„_ � � J,n ALB E 1 W. DAVIE INC. GENERAL ENGINEERING CONTRACTOR (909) 989 - 371 4 • LICENSE #370846 • FAX (909) 989 - 0754 June 6, 2002 City of Fontana Attn: Mr. Don Gdula Engineering Department 8353 Sierra Avenue Fontana, CA 92335 Re: Stover Avenue Sewer Improvements from Poplar Avenue to Sierra Ave. Bid No. SB-67-01 Dear Mr. Gdula, Please find enclosed our Extra Work report for the work performed on May 29, 2002 for the above captioned project. Please phone me if you have any questions. Sincerely, Rebecca Davies Enclosures RECEIVED JUN 1.1 2002 BY:4 CCcut••' P.O. BOX 215, 91729-0215 - 8737 HELMS AVENUE, 91730 - RANCHO CUCAMONGA, CA P. 1 TRANSMISSION REPORT Account Name : DESTINATION : 99890754 DEST. NUMBER : 99890754 F CODE - PAGES RESULT : 2 sheets : OK (MON) JUN 17 2002 14:04 MINOLTA DOCUMENT# TIME STORED TIME SENT DURATION MODE : 6307179-550 : JUN 17 14:03 : JUN 17 14:03 : 27sec : ECM City of Fontana Engineering Division Special Projects 8353 Sierra Avenue Fontana, CA 92335 Phone: 909-350-7632 Fax: 909-350-6618 To: Rebecca Davies, Albert W. Davies, Inc. From: Don Gdula Fax: 9-989-0754 Date: June 17, 2002 Phone: 9-989-3714 Pages: 2 Re: Extra Work Request for 5-29-02 CC: _City of Fontana Engineering Division Special Projects 8353 Sierra Avenue Fontana, CA 92335 Phone: 909-350-7632 Fax: 909-350-6618 To: Rebecca Davies, Albert W. Davies, Inc. From: Don Gdula Fax: 9-989-0754 Date: June 17, 2002 Phone: 9-989-3714 Pages: 2 Re: Extra Work Request for 5-29-02 CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle •Comments: Your request is being reviewed. Recording requested by City of Fontana When recorded mail to: City of Fontana (Engineering Division) 8353 Sierra Avenue Fontana, California 92335 Recorded In Official Records, County of San Bernardino LARRY WALKER Auditor/Controller — Recorder R Regular Mail Doc#: 2002— 0616955 Titles: i 11/14/2002 2:27 PM w Pages: 1 y )C�ees, ;) 0.00 l.btliei t.!:;�;,' 0.00 PAID $0.00 No APN Available NOTICE OF COMPLETION Pursuant to the provisions of Section 3086 of the Civil Code of the State of California and authorization of the City Council of the City of Fontana, NOTICE IS HEREBY GIVEN that work on that certain project known as Slover Avenue Sewer Improvements from Poplar Avenue to Sierra Avenue (SB-67-01) for the City of Fontana was completed and accepted by the City of Fontana on the 15th day of October, 2002. The said work was performed by Albert W.'Davies, Inc. of 8737. Helms Avenue, Rancho Cucamonga, CA 91730 in accordance with the terms of written agreement' dated the 18th day of December, 2001. STATE OF CALIFORNIA } Dated this 31 st day of October, 2002 FONTA COUNTY OF SAN BERNARDINO} Ricardo Sandoval, P.E. City Engineer Subscribed and swdr-to before me DELI/ MESIA Commission # 1319256 t Notary Public - California San Bemardino County My Comm. Expires Aug 30,2005