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Home My WebLink About3539-1BUSINESSES Al ALL TIMES, A MINIMUM 12 FOOT LANE SHALL Dr- MAINTAINED EMAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY DOUBLE COURSE ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR 4" X 8" BRICK WRITTEN APPROVAL AND MORTAR PLUG 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. I I I I V i li I I � li I I� I I _ 10 if I � I I III I I I I 1 I I I I I I I I I 1 1 I I I I I I I11 1 I I I I II I I 1 I I I I I I I I I BRICK AND MORTAR PLUG RCP IA 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES 6 EXTION Al _ SECTION Bo Aw FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CII N R LUIj g *^ QDrl o DIAL_ TWO WORKING BEFORE ��, L DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TYPICAL FOR LL DIA MgETERS N.T.S. REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE 12 U VICMITY N " PROJECT LOCATION NTS AIM 226-854-0 I p ' VAC I, 1110 9 A 8 7 6 5 4 3 2 1 1 T IN GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING -11 [►001[411FIRI)AYRI� GEVERAL KOMS CITY 0Y FMAM UTFJITY K07MCA770N LIjT FILTER BLANKET PER 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, CITY OF FONTANA PACIFIC BELL CO. FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE EXP. 6/30107 I� t COLOR AND FINISH TO MATCH EXISTING CONCRETE. 10. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN FONTANA, CA 92335 ANAHEIM, CA 92807 RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY LATEST EDITION UNLESS OTHERWISE NOTED. WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY (909) PROVISIONS IN THE "GREEN BOOK*, THE CONTRACTOR SHALL IMMEDIATELY THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. S0. CALIF. COMPANY BILL VANDERKIEFT, JR. CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 27• IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE RIALTO, CA 92376 CITY ENGINEER. PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 909 875-5100 -TRANSMISSION 1400 E. PHILIPS BLVD.213 AND ALL AFFECTED AGENCIES IMMEDIATELY. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, 909 357-6223 - DISTRIBUTION SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE FONTANA WATER COMPANY STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA CA 92235 FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL FAX: (909) 823-5046 APPROVED PRIOR TO PAVING OF STREETS. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF FOR VALVE OPERATION AND WATER REQUIREMENTS. ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT (909) 350-7610. PAVEMENT PRIOR TO PLACEMENT 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE COMPLETION OF PAVING. PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. CITY ENGINEER. TIMES. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER THE CITY ENGINEER. BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE OF THE DESIGN PROFESSIONAL THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE BUSINESSES Al ALL TIMES, A MINIMUM 12 FOOT LANE SHALL Dr- MAINTAINED EMAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY DOUBLE COURSE ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR 4" X 8" BRICK WRITTEN APPROVAL AND MORTAR PLUG 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. I I I I V i li I I � li I I� I I _ 10 if I � I I III I I I I 1 I I I I I I I I I 1 1 I I I I I I I11 1 I I I I II I I 1 I I I I I I I I I BRICK AND MORTAR PLUG RCP IA 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES 6 EXTION Al _ SECTION Bo Aw FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CII N R LUIj g *^ QDrl o DIAL_ TWO WORKING BEFORE ��, L DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TYPICAL FOR LL DIA MgETERS N.T.S. REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE 12 U VICMITY N " PROJECT LOCATION NTS AIM 226-854-0 I p ' VAC I, 1110 9 A 8 7 6 5 4 3 2 1 1 T IN GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING -11 [►001[411FIRI)AYRI� OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. CITY 0Y FMAM UTFJITY K07MCA770N LIjT FILTER BLANKET PER TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN SOILS ENGINEER THE POTENTIAL EXISTS FOR GROUND MOVEMENT. CITY OF FONTANA PACIFIC BELL CO. EXP. 6/30107 I� t 8353 SIERRA AVENUE 3939 E. CORONADO STREET 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC FONTANA, CA 92335 ANAHEIM, CA 92807 RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT (909) 350-6632 (714) 666-5467 PURPOSE. SO. CALIF. GAS COMPANY COMCAST ( CABLE TV ) 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM 1981 W. LUGONIA AVENUE 1205 DUPONT AVE. AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF REDLANDS, CA 92374 ONTARIO, CA 91761 335-7547 (909) 390-4738 THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND (909) THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER EMERGENCIES: (800) 427-2200 CRAWFORD CANYON MUTUAL WATER CO. PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL S0. CALIF. COMPANY BILL VANDERKIEFT, JR. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO VENUE (661919 ) 868-6040 300 N. PEPPPERER AVENUE WORKING DAYS BEFORE EXCAVATION. RIALTO, CA 92376 909 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 909 875-5100 -TRANSMISSION 1400 E. PHILIPS BLVD.213 COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, 637-1233 - PIPELINES ONTARIO, CA 91766 CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, 909 357-6223 - DISTRIBUTION RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE FONTANA WATER COMPANY PRIOR TO WORK AROUND THEIR FACILITIES. 8440 NUEVO AVENUE FONTANA CA 92235 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR (909) 822-2201 WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. FAX: (909) 823-5046 CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT FMATE GW 'S X077CE TO CONMCTO.1 WHERE OTHERWISE NOTED. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER DURING CONSTRUCTION. LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME CITY ENGINEER. SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY OF THE DESIGN PROFESSIONAL THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE UKA 0;CIMMSRM WE& MONUMENT. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BUSINESSES Al ALL TIMES, A MINIMUM 12 FOOT LANE SHALL Dr- MAINTAINED EMAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY DOUBLE COURSE ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR 4" X 8" BRICK WRITTEN APPROVAL AND MORTAR PLUG 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. I I I I V i li I I � li I I� I I _ 10 if I � I I III I I I I 1 I I I I I I I I I 1 1 I I I I I I I11 1 I I I I II I I 1 I I I I I I I I I BRICK AND MORTAR PLUG RCP IA 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES 6 EXTION Al _ SECTION Bo Aw FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CII N R LUIj g *^ QDrl o DIAL_ TWO WORKING BEFORE ��, L DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TYPICAL FOR LL DIA MgETERS N.T.S. REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE 12 U VICMITY N " PROJECT LOCATION NTS AIM 226-854-0 I p ' VAC I, 1110 9 A 8 7 6 5 4 3 2 1 1 T IN GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1" MAX SIZE) GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 1/2 CRUSHED STONE BEDDING -11 [►001[411FIRI)AYRI� a E$I , 36 35 II' ' V IIIA IV PHEET'2 I I I 4l 3/4:1 SLOPE OR GREATER II ? I) OR ADEQUATE SHORING 907. COMPACTED NATIVE I u BACKFILL 3" MAX SIZE I II 6" MIN. I N W 8' MAX. I ii W NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING 3. CLASS II AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE: COMPACTION SHALL BE 907. IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS w CL Q_ R02 AILTRENCH MTS BASIS 0 BEARINGS: THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. SHOULD CONSTIREILMON OF DEQ ENC L" DOVEJNOT CO sr ENCE I PREPARED FOR: TWO F'S OF 7M DATE OF APP20VAL The Strathrm Greup B.M. #361, SPIKE IN NORTH FACE OF SHOVN HIMON AND CARRIED FORTH IN A P.P. #1536697E ® S.W. CORNER OF DILIGENT Mr-ANM THE CITY ENGEWM MAY 2201 Dupont Drive, Suite 300 BASELINE AVENUE AND SULTANA AVENUE f1EQ=E DEVISIO TO, THE PLANS TO Irvine, CA 92612 El?G 77M FJTO CONFODrA1Cr*CE t' UH (949) 833-1554 ext.226 CONDITIONS JUM STMMAM IN EFFECT (949) 833-7853 ELEVATIOM- 1365.01 r� ,; � 40 I I 42 43 44 45 I I DETENTION BASIN INDEX li SCALE: 1'=100' LEGEND -► DIRECTION OF FLOW • STREET LIGHT 0 SEWER MANHOLE [ ] INDICATES FUTURE ELEVATION HGL HYDRAULIC GRADE LINE ------ T INTERIM ULT ULTIMATE RE, DOCUMENT U ! These record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions w ick beoaporated herein as a result DATE Prepared By: k � II I- -- ----------- _ OH - - - - - - II II 52 53 54 55 56 57 58 59 6061 k �oil k k I k --------------------------------- III' 11 I I� IN ' SII I , VACANT ' IIII�INI 'III'IAI IIII � II , I N I III I III III CONSTRUCTION NOTES EST- TE 0:7 QUArMlIES INSTALL 30" RCP (1350-D) 52 LF 2 INSTALL 42' RCP (1350-D) 267 LF 3 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 322-1 2 EA 4 INSTALL BRICK AND MORTAR PLUG PER DETAIL SHOWN HEREON 2 EA 5 CONSTRUCT JUNCTION STRUCTURE PER A.P.WA. STD PLAN 340-1 1 EA 6 CONSTRUCT 1/4 TON RIP -RAP (2.7' THICK WITH FILTER BLANKET) 15 CY 7 CONSTRUCT SINGLE PIPE HEADWALL PER CALTRANS STD. DWG. D89 2 EA 8 CONSTRUCT SINGLE PIPE HEADWALL & WINGWALL PER CALTRANS STD. DWG. D90 1 EA 9 CONSTRUCT PIPE TO RCB TRANSITION STRUCTURE PER APWA STD. DWG. 342-1 1 EA 10 INSTALL OUTLET STRUCTURE PER APWA STD. DWG. 151-1 135 LF 11 REMOVE AND REPLACE CURB AND GUTTER 10 LF 12 CONSTRUCT TRASH RACK PER APWA STD. PLAN 361-0 1 EA 13 CONSTRUCT 6' HIGH CHAIN LINK FENCE PER APWA STD. PLAN 600-1 331 LF 14 CONSTRUCT 2 - 9' WIDE CHAIN LINK FENCE GATES PER APWA STD PLAN 600-1 1 EA 12' TOP OF HEAD -WALL ) /_ 1386.59' TOP OF BERM 3:1 SLOPEY _Y -/I3:1 SLOPE FILTER BLANKET PER a SOILS ENGINEER RECOMMENDATION - IVe. EXP. 6/30107 I� t 0, i a E$I , 36 35 II' ' V IIIA IV PHEET'2 I I I 4l 3/4:1 SLOPE OR GREATER II ? I) OR ADEQUATE SHORING 907. COMPACTED NATIVE I u BACKFILL 3" MAX SIZE I II 6" MIN. I N W 8' MAX. I ii W NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING 3. CLASS II AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE: COMPACTION SHALL BE 907. IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS w CL Q_ R02 AILTRENCH MTS BASIS 0 BEARINGS: THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. SHOULD CONSTIREILMON OF DEQ ENC L" DOVEJNOT CO sr ENCE I PREPARED FOR: TWO F'S OF 7M DATE OF APP20VAL The Strathrm Greup B.M. #361, SPIKE IN NORTH FACE OF SHOVN HIMON AND CARRIED FORTH IN A P.P. #1536697E ® S.W. CORNER OF DILIGENT Mr-ANM THE CITY ENGEWM MAY 2201 Dupont Drive, Suite 300 BASELINE AVENUE AND SULTANA AVENUE f1EQ=E DEVISIO TO, THE PLANS TO Irvine, CA 92612 El?G 77M FJTO CONFODrA1Cr*CE t' UH (949) 833-1554 ext.226 CONDITIONS JUM STMMAM IN EFFECT (949) 833-7853 ELEVATIOM- 1365.01 r� ,; � 40 I I 42 43 44 45 I I DETENTION BASIN INDEX li SCALE: 1'=100' LEGEND -► DIRECTION OF FLOW • STREET LIGHT 0 SEWER MANHOLE [ ] INDICATES FUTURE ELEVATION HGL HYDRAULIC GRADE LINE ------ T INTERIM ULT ULTIMATE RE, DOCUMENT U ! These record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions w ick beoaporated herein as a result DATE Prepared By: k � II I- -- ----------- _ OH - - - - - - II II 52 53 54 55 56 57 58 59 6061 k �oil k k I k --------------------------------- III' 11 I I� IN ' SII I , VACANT ' IIII�INI 'III'IAI IIII � II , I N I III I III III CONSTRUCTION NOTES EST- TE 0:7 QUArMlIES INSTALL 30" RCP (1350-D) 52 LF 2 INSTALL 42' RCP (1350-D) 267 LF 3 CONSTRUCT MANHOLE PER A.P.W.A. STD PLAN 322-1 2 EA 4 INSTALL BRICK AND MORTAR PLUG PER DETAIL SHOWN HEREON 2 EA 5 CONSTRUCT JUNCTION STRUCTURE PER A.P.WA. STD PLAN 340-1 1 EA 6 CONSTRUCT 1/4 TON RIP -RAP (2.7' THICK WITH FILTER BLANKET) 15 CY 7 CONSTRUCT SINGLE PIPE HEADWALL PER CALTRANS STD. DWG. D89 2 EA 8 CONSTRUCT SINGLE PIPE HEADWALL & WINGWALL PER CALTRANS STD. DWG. D90 1 EA 9 CONSTRUCT PIPE TO RCB TRANSITION STRUCTURE PER APWA STD. DWG. 342-1 1 EA 10 INSTALL OUTLET STRUCTURE PER APWA STD. DWG. 151-1 135 LF 11 REMOVE AND REPLACE CURB AND GUTTER 10 LF 12 CONSTRUCT TRASH RACK PER APWA STD. PLAN 361-0 1 EA 13 CONSTRUCT 6' HIGH CHAIN LINK FENCE PER APWA STD. PLAN 600-1 331 LF 14 CONSTRUCT 2 - 9' WIDE CHAIN LINK FENCE GATES PER APWA STD PLAN 600-1 1 EA 12' TOP OF HEAD -WALL ) /_ 1386.59' TOP OF BERM 3:1 SLOPEY _Y -/I3:1 SLOPE ALLARD ENGINEERING oe�°fS SH �°'� � AMS CFS Li CivT Engineering - Land Surveying - Land Planning DRAWN BY: 8253 Sierra Avenue0 C�_ - Z Fontana, California 92335, w NO. 43976 m AE (90) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 DESIGNED BY. (�RC I - --�9TF C 1 V I k- o�� CHECKED BY: David S. Hammer, A.C.E. 43970 Date °F CALF mI 4.4"/O� (expires 6/30/2005) 1 _ 3'. 10' 1 3' 1 I_ W=16' _ ELEVATION VIEW SCALE 1'=10' CITY OF FONTANA, CALIFORNIA TO ,PLAN TRACT NO. 16271-1 ASANOTED TjTL SHEET DATE: f DECEMBER, 2003 APP C BY: DRAWING NO.: 1 CITY ENGINEER R.C.E. 51152 539 J Filename: M:\DWG\12908\STORM\16271-1\16271-1-SDOl.DVIG FILTER BLANKET PER a SOILS ENGINEER RECOMMENDATION - IVe. EXP. 6/30107 I� t 0, ZZ ALLARD ENGINEERING oe�°fS SH �°'� � AMS CFS Li CivT Engineering - Land Surveying - Land Planning DRAWN BY: 8253 Sierra Avenue0 C�_ - Z Fontana, California 92335, w NO. 43976 m AE (90) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 DESIGNED BY. (�RC I - --�9TF C 1 V I k- o�� CHECKED BY: David S. Hammer, A.C.E. 43970 Date °F CALF mI 4.4"/O� (expires 6/30/2005) 1 _ 3'. 10' 1 3' 1 I_ W=16' _ ELEVATION VIEW SCALE 1'=10' CITY OF FONTANA, CALIFORNIA TO ,PLAN TRACT NO. 16271-1 ASANOTED TjTL SHEET DATE: f DECEMBER, 2003 APP C BY: DRAWING NO.: 1 CITY ENGINEER R.C.E. 51152 539 J Filename: M:\DWG\12908\STORM\16271-1\16271-1-SDOl.DVIG