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Home My WebLink About1922-1CONSTRUCTION NOTES & ESTIMATED QUANTITIES CONST. NOTE NO.1 DESCRIPTION QUANTITY I UNIT CONST. So" V.C.P. SEWER MAIN LF SEWER IMPROVEMENT CONST. 408 V.C.P. SEWER LATERAL 7.42- LF CONST. SEWER MANHOLE PER STD. DWG. 112 2 EA REMOVE STUB AND JOIN V.C.P. 1 EA FOR CONSTRUCT WYES zo EA ADJUST MANHOLE COVERS TO GRADE 2 TRACT 'NO. 13232 THE ESTIMATES OF QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSIE U; OF SATISFYING PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN > INDEPENDENT ESTIMATE OF ALL QUANTITIES AS A BASIS FOR HIS BIDS AND CONTRACTS. I < 1! M W M _J I < �PROJECT BASELINE AVE. I N - MILLER AVE. L —11 IF I I -- 6" MIN 10" MAX VICINITY MAP NO SCALE 6" MIN 10" MAX 1" MAX. SIZE CY SELECTED NATIVE V BEDDING COMPACTED TO 90% CL 10 > TYPICAL BEDDING FOR 8" VCP LESS THAN 10' DEEP NO SCALE 6" MIN 10" MAX 6" MIN loft MAX . . . . . . . . . . . . . . I" MAX. SIZE C14 SELECTED NATIVE BEDDING COMPACTED, TO 90% 00 1/4" TO 31'4" > ROCK BEDDING 190 .0 z TYPICAL BEDDING FOR 8" VCP 101 OR DEEPER NO SCALE CITY OF FONTANA .0, A Ili" 8353 Sierra Avenue Fontana, CA 92335 (71,4)350-7610 SO. CALIF. GAS CO. -DISTRIBUTION FACILITIES 570 4th Street, P. 0. Box 6226 San Bernardino, CA 92408 (714)884-9411 or (800)422-4133 U.S.A. SO. CALIF. GAS COMPANY -TRANSMISSION DEPT. 2191 Birch Street Brea, CA 92621 (714)529-2889 or' (800)422-4133 U.S.A. SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. Francis Avenue, P. 0. Box 513 Ontario, CA 91761 (714)947 -2996 -Underground Power (714)875-5100-Transfaission (213)837 -1233 -Pipelines, or (800)422-4133 U.S.A. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SAFETY REPONSIBILITY Contractor agrees that he shall assume sole and complete responsi- bility for job site conditions during the course of construction of this project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indem- nify and hold the Owner and the Engineer harmless from any and all liability, real or alleged, in connection with the perforinance of work on this project, excepting for liability arising from the sole negligence of the Owner or the Engineer. COURTON & ASSOCIATES 1400 QUAIL STREET9 SUITE 145 NEWPORT BEACH, CA 92660 014) 752-5712 INDEX MAP SCALE: V= 1 00t GENERAL TELEPHONE COMPANY 245 No. Mountain View Avenue Pomona, CA 91760 (213)357-2257 or (800)422-4133 U.S.A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 East Third Street San Bernardino, CA 92408 (714)383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 Adams Street Riverside, CA 92504 (714)359-258'�, or (800)422-4133 U.S.A. EXISTING UNDERGROUND STRUCTURES The existence and location -of any underground utilities or struc- tures shown on these plans,'was obtained by a search 4 available records. To the best of our knowledge there are no existing utili- ties except as shown on these plans. The Contractor is required to take all precautionary measures to protect the existing utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to, these lines or structures. BASIS OF BEARINGS: N 00-01-27 W ALONG CENTERLINE OF TOKAY AVENUE PER TRACT NO. 12847, MB 183/3-5. BENCH MARK: NO.508 - IRON PIPE AT THE (i INTERSECTION MILLER AVENUE AND TOKAY AVENUE. ELEV. 1342.37 PRIVATE ENGINEER'S NOTE GENERAL NOTES: 1. All work shall be done in accordance with these plans and the City of Fontana Public Works Department standard specifications dated 1975. 2. Construction permits shall be obtained from the - Fontana Public Works Department prior to the start of any work within the city limits. 3. Terminate all 4"house sewer laterals 3' inside the lot with a plug. Should a public utilities easement lie contiguous to the street R -O -W, the lateral shall extend across the easement and terminate 3' inside the lot as measured from the utility easement line. 4. Adequate stakes shall be set by the Engineer to enable the J Contractor to construc . t the work to the plan grades. 5. All pipelines or substructures of any kind and all telephone or power poles, water meters, valves, hydrants, irrigation structures) etc. shown or not shown on this plan and located within areas to be improved and interfering with construction, shail be relocated by others. It shall be the Contractor's responsibility to notify all agencies concerned before construction begins. 6. I'As -built" plans shall be provided to the City by the Contractor. 7. All sewer laterals shall be installed on a 2% minimum. grade unless otherwise approved by the City Engineer. 8. Sewer Contractor shall chisel"X" in the curb at the location of the laterals. 9. Manhole frames and covers to be constructed by the Sewer Contractor 6" below finished surface grade and durl�?g paving, the paving contractor shall raise same to finished grade. 10. All stationing refers to centerline of.street. 11. The sewer contractor shall be'fully res�ponsible for the location and protection of all existing underground utilities and structures whether or not shown on these plans. 12. No laterals shall be placed under driveway. 13. Engineer shall check out original sewer improvement plans and transfer "as -built" information prior to City acceptance of the sewer system. 14. pRIOR To CON5T)PtIC70AI Or WA7-_4-A,91 SEWeR A,,V,01,0,f S7-0,fAf XMAV �IA,�575 7,qz-- CONTRACTOR S14,41 -L 6,kpo&C Th��7 Z-X1S77N(5 W4TZ-R., 5,4_W, -5R AN-Pleq S76 -,9M DR41AI Z_1A,6S C0A1,1VS(5r1_h91V-T W141 OCCOR ANV 11,C-RbC_Y 7#-b7lR c-LecVA 70,A/ 4,,VO 1,0CA 7_4::W APPROL141 c -,F B1711,5 IrYO1 ON7,41VA OF A pRi6PbSED CdA1A1,.,5-CTX�)A1 rd 4 0rY AA- CIZ17-Y Z06Z5 IV,07- 1*1PLY -4,OPRO V,4Z 61r- CoRRE07A-4�_Ss 61c 777�� EZ6-V1q7'10,A1 4%,91eR 1_oc4r1,91v 4:5 S/��W/Vn/y OZ-41vs. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the work hereon. In the event of discrepancies arising during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the City. (This note required on all plans.) THESE PLANS WERE PREPARED IN THE OFFICE OF: COURTON & ASSOCIATES (714) 752-5712 ER THE SUPERVISION OFLA _2_o%Jo*jTo, = DATE DONOVAN A. SOUTHWORTH R.C.E. 25927 DRAWN: REVISIONS, )?w CITY DESIGNED: 1G' DATE DESCRIPTION DATE PR. APPR. DS IL On &Z t) 2ACA) I k) C, CHECKED-, AA SCALE: AS 690 WAI 10 & RECOP\D DRAWIN(p Underground Service Alert CaIL:TOLL FREE 1-800 422*4133 TWO WORKING DAYS BEFORE YOU DIG CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT SEWER IMPROVEMENT PLANS TRACT NO. 13232 APPROVED- D AT E: �JIZ7/ CITY ENGINEER R.C.E. No. '25126 SHEET NO. 1 OF 3 SHEETS DWG. NO. 111 zz , U; > cc 0 I- N - MILLER AVE. L —11 IF I I -- 6" MIN 10" MAX VICINITY MAP NO SCALE 6" MIN 10" MAX 1" MAX. SIZE CY SELECTED NATIVE V BEDDING COMPACTED TO 90% CL 10 > TYPICAL BEDDING FOR 8" VCP LESS THAN 10' DEEP NO SCALE 6" MIN 10" MAX 6" MIN loft MAX . . . . . . . . . . . . . . I" MAX. SIZE C14 SELECTED NATIVE BEDDING COMPACTED, TO 90% 00 1/4" TO 31'4" > ROCK BEDDING 190 .0 z TYPICAL BEDDING FOR 8" VCP 101 OR DEEPER NO SCALE CITY OF FONTANA .0, A Ili" 8353 Sierra Avenue Fontana, CA 92335 (71,4)350-7610 SO. CALIF. GAS CO. -DISTRIBUTION FACILITIES 570 4th Street, P. 0. Box 6226 San Bernardino, CA 92408 (714)884-9411 or (800)422-4133 U.S.A. SO. CALIF. GAS COMPANY -TRANSMISSION DEPT. 2191 Birch Street Brea, CA 92621 (714)529-2889 or' (800)422-4133 U.S.A. SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. Francis Avenue, P. 0. Box 513 Ontario, CA 91761 (714)947 -2996 -Underground Power (714)875-5100-Transfaission (213)837 -1233 -Pipelines, or (800)422-4133 U.S.A. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS SAFETY REPONSIBILITY Contractor agrees that he shall assume sole and complete responsi- bility for job site conditions during the course of construction of this project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indem- nify and hold the Owner and the Engineer harmless from any and all liability, real or alleged, in connection with the perforinance of work on this project, excepting for liability arising from the sole negligence of the Owner or the Engineer. COURTON & ASSOCIATES 1400 QUAIL STREET9 SUITE 145 NEWPORT BEACH, CA 92660 014) 752-5712 INDEX MAP SCALE: V= 1 00t GENERAL TELEPHONE COMPANY 245 No. Mountain View Avenue Pomona, CA 91760 (213)357-2257 or (800)422-4133 U.S.A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 East Third Street San Bernardino, CA 92408 (714)383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 Adams Street Riverside, CA 92504 (714)359-258'�, or (800)422-4133 U.S.A. EXISTING UNDERGROUND STRUCTURES The existence and location -of any underground utilities or struc- tures shown on these plans,'was obtained by a search 4 available records. To the best of our knowledge there are no existing utili- ties except as shown on these plans. The Contractor is required to take all precautionary measures to protect the existing utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to, these lines or structures. BASIS OF BEARINGS: N 00-01-27 W ALONG CENTERLINE OF TOKAY AVENUE PER TRACT NO. 12847, MB 183/3-5. BENCH MARK: NO.508 - IRON PIPE AT THE (i INTERSECTION MILLER AVENUE AND TOKAY AVENUE. ELEV. 1342.37 PRIVATE ENGINEER'S NOTE GENERAL NOTES: 1. All work shall be done in accordance with these plans and the City of Fontana Public Works Department standard specifications dated 1975. 2. Construction permits shall be obtained from the - Fontana Public Works Department prior to the start of any work within the city limits. 3. Terminate all 4"house sewer laterals 3' inside the lot with a plug. Should a public utilities easement lie contiguous to the street R -O -W, the lateral shall extend across the easement and terminate 3' inside the lot as measured from the utility easement line. 4. Adequate stakes shall be set by the Engineer to enable the J Contractor to construc . t the work to the plan grades. 5. All pipelines or substructures of any kind and all telephone or power poles, water meters, valves, hydrants, irrigation structures) etc. shown or not shown on this plan and located within areas to be improved and interfering with construction, shail be relocated by others. It shall be the Contractor's responsibility to notify all agencies concerned before construction begins. 6. I'As -built" plans shall be provided to the City by the Contractor. 7. All sewer laterals shall be installed on a 2% minimum. grade unless otherwise approved by the City Engineer. 8. Sewer Contractor shall chisel"X" in the curb at the location of the laterals. 9. Manhole frames and covers to be constructed by the Sewer Contractor 6" below finished surface grade and durl�?g paving, the paving contractor shall raise same to finished grade. 10. All stationing refers to centerline of.street. 11. The sewer contractor shall be'fully res�ponsible for the location and protection of all existing underground utilities and structures whether or not shown on these plans. 12. No laterals shall be placed under driveway. 13. Engineer shall check out original sewer improvement plans and transfer "as -built" information prior to City acceptance of the sewer system. 14. pRIOR To CON5T)PtIC70AI Or WA7-_4-A,91 SEWeR A,,V,01,0,f S7-0,fAf XMAV �IA,�575 7,qz-- CONTRACTOR S14,41 -L 6,kpo&C Th��7 Z-X1S77N(5 W4TZ-R., 5,4_W, -5R AN-Pleq S76 -,9M DR41AI Z_1A,6S C0A1,1VS(5r1_h91V-T W141 OCCOR ANV 11,C-RbC_Y 7#-b7lR c-LecVA 70,A/ 4,,VO 1,0CA 7_4::W APPROL141 c -,F B1711,5 IrYO1 ON7,41VA OF A pRi6PbSED CdA1A1,.,5-CTX�)A1 rd 4 0rY AA- CIZ17-Y Z06Z5 IV,07- 1*1PLY -4,OPRO V,4Z 61r- CoRRE07A-4�_Ss 61c 777�� EZ6-V1q7'10,A1 4%,91eR 1_oc4r1,91v 4:5 S/��W/Vn/y OZ-41vs. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the work hereon. In the event of discrepancies arising during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the City. (This note required on all plans.) THESE PLANS WERE PREPARED IN THE OFFICE OF: COURTON & ASSOCIATES (714) 752-5712 ER THE SUPERVISION OFLA _2_o%Jo*jTo, = DATE DONOVAN A. SOUTHWORTH R.C.E. 25927 DRAWN: REVISIONS, )?w CITY DESIGNED: 1G' DATE DESCRIPTION DATE PR. APPR. DS IL On &Z t) 2ACA) I k) C, CHECKED-, AA SCALE: AS 690 WAI 10 & RECOP\D DRAWIN(p Underground Service Alert CaIL:TOLL FREE 1-800 422*4133 TWO WORKING DAYS BEFORE YOU DIG CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT SEWER IMPROVEMENT PLANS TRACT NO. 13232 APPROVED- D AT E: �JIZ7/ CITY ENGINEER R.C.E. No. '25126 SHEET NO. 1 OF 3 SHEETS DWG. NO. 111 zz ,