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HomeMy WebLinkAbout2525-1THIS PDRMON OF SIRE WITHIN TRACT 15535 TO BE CONSTRUCTED NTH TRACT 15795 PRIOR TO FIRST CERTWICATE OF OCCUPANCY PER TAArr T 1679& STREET IMPROVEMENT PLANS TPACT NO. 15795 i i BEECH AVENUE ►. lltt: ... A CONSTRUCTION NOTES 8 QUANTITIES aru" carr OCONSTRUCT 4' 10411MUMI A.C. OVER le OF 98X GCI PACIM MAIM SW 63.029 Sir s� SEE GENERAL NOTES 6 AND 31, I u CONCRETE CURB AND GUTTER (6' C.F. PER CITY 4AU LF OCONSTRUCT Of FONTANA STANDARD DETAIL 101 � ♦ EA 3CONSTRUCT 3 STANDARD CROSS GUTTER AND SPANDRELL PER CITY OF FONTANA STANDARD DETAIL I" 1,30 SF i 1 JOIN EX 73' RCI PER AiWA STANDARD PLAN 336-0, 1 � 13 CONSTRUCT 4' THICK CONCRETE SIDEWALK WIDTH AND 14308 Sly 14 LOCATION PER PLAN & PER CITY STD. 105A. 296 IF OCONSTRUCT RAMPED CURB RETURN PER CITY 06 FONTANA • EA STANDARD 104-A. 1 EA OINSTALL STREET LIGHT --5500 LUMEN HIGH PRESSURE SODiUM LAMPS. 16 COBRA HEADS W/CUT OF LENSE LIGHT FIXTURE ON ORNAMENTAL iS LF POLE (MINIMUM MOUNTING HEIGHT OF 25' INSTALLED BY SO. CALNT. 10 EA 17 EDISON CO. i EA RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STANDARD OCONSTRUCT 102 Wlmilr TO BE FIELD LOCATED. 5. EA 12 CONSTRUCT MIDBLOCK CROSS GUTTER PER CiTY OF FONTANA S20 SIF STANDARD DETAIL 106 AND AS MODIFIED ON SHEET 3 O PA 1Y DRAiN PR APNEA STANDARD PLAN 131-Q. S=S'tlr' 1 EA s� INLET TYPE 2. I u CONSTRUCT CATCH BASIN PER APWA STANDARD PLAN 300-1, 0o7' 2 EA Q3 LOCAL DEPRESSION PER APWA STANDARD PLAN 313-1. CASE B- ♦ EA NOTE SIOIIMIO AND S11tlPM1Y TO BE INSTALLED BY tlTf FORCES. COMlSTFA ICT 24' DIA. RCP, 2000-& 70 IF i 1 JOIN EX 73' RCI PER AiWA STANDARD PLAN 336-0, 1 � 13 CONSTRUCT CHi1NNEL CONNECTION PER SBFCD STD PLAN SP187A Z EA 14 CONSTRUCT 1Ir RCN* 1500-D 296 IF 15 CONSTRUCT CATCH BASIN PER APWA STANDARD PLAN 300-1, Wmlr LOCAL DEPRESSION PER A P STANDAR© PLAN 313-1, CAK lk 1 EA MODIFIED AS SHOWN 16 INSTALL 15 LF PVC SCM 40 DRAIN LINE WITH QUMCSET D818X16 iS LF PRECAST DRAINAGE BOX WITH NOW TRAFFIC GRATE. 17 REMOVE EXISTING CMI INLET AND CONC APRON AND REPAIR PIPE i EA PER DETAIL SHEET 4. mil. RjM R SC � r -moi�•- r CL � rue 4.s' ,r ,r 4.5' s' we jo.oa' � o.or � 4! AC/#d o.00' 1 MM111TM UNIT S' CILM AND GUTTER TYPICAL SECTION BOLERO DRIVE, CHAPS LANE, STETSON COURT NO SCALE T.I.=5.5 lor CL O.00r - � 0.0.T 4' AC/NS 0.00' 39 e CURB AND GUTTEk . TYPNM SECTM CAVALRY WAY NO SCALE T.I.=6.5 3' MAX SIZE NATIVE SOIL, COMPACTED TO 95X R.C. r MIN MAX r MAX SIZE MA71W SOL COMPACTED TO 9iiX RC. 7 1' MAX S= SMELTED NATIVE BEDDING COMPACTED TO 9OX R.C. --� 6�'--MIN c? MAX _ 11 -- N 9 F � Vit' • • . GRADED ♦ • ll PERCENTSEW SIZE S: M3/4:w 100 • 1/20 90-100 3/fr 20-60 Lu NO 4 0-15 No a 0-13 ASW C131 TEST GRAWN9 lk, LF oT,q►� �� o� ]..r w RECORD DRAWINGS PREPARED BY' 'ITli�i�, ANS TH ELMANN 221 S. Glasell SU" Orange, CA 929" (714) 744-9700 GENERAL CONSTRUCTION NOTES 1. THE CONSTRUCTION OF ALL PU8LiC iMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE RLQUIKEMEN OF THE CITY STANDARD SPECIFICATIONS AND THE STANDARD SPECIFICAT101aN FOR P1 1811 WORKS C INSTRUC7Ll (GREEN BOOK) LATEST REVISIONS. 2. CONSTRUCTION PERMIT'S 94ALL BE OBTAINED FROM TW FONTANA DEPARTMENT POO TO START W ANY WORK WITHIN THE CITY LIMITS. 3 STATIONING REFERS TO CEMNTERLJINES OF STREET. 4. CURS DATA REFERS TO THE FACE OF THE CURL 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS„ & PAVEMENT SECTIONS SHOW4 ARE MINIMUM AMD SUS&CT TO REViSION AND APPROVAL OF TME CITY AS R EVIU� BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET CONSTRUCTION START MORE THAN 3 MONTHS AFTER THE PLANS ARE APPROVED, AND IF THE FIELD PAVEMENT CONDITIONS CHANGE. THEN THE DEVELOPER WOULD BE REQUIRED TO UPDATE THE DESIGN TIO ACCOMMOOJITE ACTUAL FIELD CONDITIONaIS. 7. ALL UNDERGROUND WORM( SHALL BE COMPLETED PRIOR Ted PAVING OF STREETS. & EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD, CONTRACTOR SHALL CALL EACH UTILITY PRIOR TCI ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6* BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL 9E RAISED TO GRADE BY PA%" CXJ TRACTOR AFTER COINPLEIM OF PAVING. 10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SMALL PE R"&D TO GRANDE BY PAVING 00MIRACTOR AFTER COMPLETION OF PAV#a 11. REFER TO CITY OF FONTANA. UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS NNCLl BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATEK RECLAIMED WiATER, SEWER. STORM DRAINAGE, FLOOD OOMTROI SYSTEMS, ETC. 11 AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. RECORD DRAWINGS SHALL 6E PROVIDED 70 THE CITY OF FONTANA. 14. TYPE. LOCATION, AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND 94ALL CONFORM WllW TINE CITY OF FONTANA STANDARD DETAILS AND DETAILS FIE)WK 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIATION% AND WHERE THERE IS OR MAY BE A CONFLICT SHALL I M113NATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT 70 THE OWNERS REPRESENTAWAL 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 17. NO CONCRETE SMALL BE PLACED U NTL THE FORMS AND REINFORCING STEEL. FNAW BEEN PLACED. AIS APPROVED. I& THE WALLS AND FACES OF ALL EXCAVATIONS GREAT RR T RA N FIVE (s) FEET iii DEPT" SliftL K 19 FEC f LIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED *04 EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY SE EY )ECTM 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSIFAAL SAFETY. SEE STANDARD SPEOWICAYMM FOR Pi/lIILIC WORKS CONSTRUCTION SECTION 306-1.1.6 20. NO TRENCH BACKFILL SHALL TAKE PLACE TOTHOUT PiBW APPROVAL OF THE CITY'S INSPEC 21. ACTUAL PAVEMENT THICKNESS SHALL BE DETERMINED BY SOIL. ENGINEER AFTER COMPLETION OF ROUGH GRADMMa 22 ADEQUATE STAKES SMALL BE SET BY THE ENGINEER TO EMNAKE THE CONTRACTOR TO CC>NISilIUCT THE WOW TO THE PLAN GRADES. 23. ALL UTILITY COMPANIES SMNALL BE GIVEN 44 HOURS NOTICE PRIOR TO WOR04 AROUND That FACLNTIER 24. BACKFILL MATERIALS SHALL BE VERiRED BY CONTRACTOR AND APPROVED BY THE PUBLIC WORKS INSIECT�OR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 2S. BACKFXL MATERIALS TO HAVE S.E. OF 30 (LO N) AND A MIN. COMPACTION OF 90% 26. THE CONTRACTOR IS REQUIRED TO HAVE A FULL SET Of L.A.C.F.C.D. STANDARDS & A.P.W.A. STANDARDS ON SITE AT ALL TIMES PRIOR TO STORM DRAMs CONS71tUCTIOK 27. PRIOR TO CONSTRUCTION OF WATER, SEWER. AND/OR STORM DRAIN LINES, THE CONTRACTOR SHALL EXPOSE TMIE EXISTING WATER. SEWER, AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVATidI AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACiLITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION ANO/DR LOCATION AS SHOWN ON PLANS. 2& iF Dt fftM ON, GROM WHITER iS ENCOUNTERED, A SYSTEM APPROVED BY TFIE CITY SMALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 29. ALL E'XP'OSED METAL SURfACIM SMALL BE GALVIMMZED Nil ACCORDANCE VAIN 7HE CITY STANDARD SPECIFICATIONS. 31L ALL MATERIALS AND ME7NO0! TO K StiB.>El:T 10 IM APPROVAL OF THE CITY EF1W*EIt. 31. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STREET STRUCTURAL SECTIONS ARE MINIMUMS AND SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE PROJECT DEVM- OPER IS, IN GENERAL REQUIRED TO BRING HiS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE PROPERTY LINES, PLUS REASONABLE JOINS TO EXIS700 PAVEMENT SUBJECT TO FINAL APPROVAL BY THE CiTY EMON433L 32. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL STREEW CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTA Lk 33. ALL CONCRETE STRUCTURES MAY NOT BE BAC*liED UNTO 7 DAYS Af" PLACEMENT OF CONCRETE OR AS DIRECTED BY THE CITY INSPECTOR. UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92336 TELEPHONE (909) 350-7610 S&CALNF GAS ©OMPANY -- DlSTIIIIIIIIIIIJTltRI FACT ITAS 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE (889-9711) OR (300) 422-4133 SO.CALiF GAS COMPANY -- TRASMNSS'fOMI DEPARTMENT 2191 BIRCH STREET BREA. CA 92621 TELEPHONE (901) &N -2M6 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 909357-6231 S0. OF MERRILL 909 357-6223 Mi©. OF 800 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA. CA 917N (213) 357-2257 OR (OW)422-4133 SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 825 E. THIRD STREET SAN BERNARDINQ , CA 9240 (909) 383-1665 PACIFIC TEi..EPi ONE AIRM OMIT 3073 ADAMS STREET RIVERSIDE, CA 92504 (714) 355--25115 OR (800}425133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 92334 (9W) 822-2201 INSTALL cKTRA+s W53► saw = u s� Nstnu cxwtiwt I" sa MauoMo uR uMc ,w sTor LMS I u INSTALL CK7RANS R2!(S) Slpl t EA Q3 INSTALL 5711ELT NAIr Spl PER CITY 0/ FONTANA SID rIAM 130 ♦ EA NOTE SIOIIMIO AND S11tlPM1Y TO BE INSTALLED BY tlTf FORCES. S' CILM AND GUTTER TYPICAL SECTION BOLERO DRIVE, CHAPS LANE, STETSON COURT NO SCALE T.I.=5.5 lor CL O.00r - � 0.0.T 4' AC/NS 0.00' 39 e CURB AND GUTTEk . TYPNM SECTM CAVALRY WAY NO SCALE T.I.=6.5 3' MAX SIZE NATIVE SOIL, COMPACTED TO 95X R.C. r MIN MAX r MAX SIZE MA71W SOL COMPACTED TO 9iiX RC. 7 1' MAX S= SMELTED NATIVE BEDDING COMPACTED TO 9OX R.C. --� 6�'--MIN c? MAX _ 11 -- N 9 F � Vit' • • . GRADED ♦ • ll PERCENTSEW SIZE S: M3/4:w 100 • 1/20 90-100 3/fr 20-60 Lu NO 4 0-15 No a 0-13 ASW C131 TEST GRAWN9 lk, LF oT,q►� �� o� ]..r w RECORD DRAWINGS PREPARED BY' 'ITli�i�, ANS TH ELMANN 221 S. Glasell SU" Orange, CA 929" (714) 744-9700 GENERAL CONSTRUCTION NOTES 1. THE CONSTRUCTION OF ALL PU8LiC iMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE RLQUIKEMEN OF THE CITY STANDARD SPECIFICATIONS AND THE STANDARD SPECIFICAT101aN FOR P1 1811 WORKS C INSTRUC7Ll (GREEN BOOK) LATEST REVISIONS. 2. CONSTRUCTION PERMIT'S 94ALL BE OBTAINED FROM TW FONTANA DEPARTMENT POO TO START W ANY WORK WITHIN THE CITY LIMITS. 3 STATIONING REFERS TO CEMNTERLJINES OF STREET. 4. CURS DATA REFERS TO THE FACE OF THE CURL 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS„ & PAVEMENT SECTIONS SHOW4 ARE MINIMUM AMD SUS&CT TO REViSION AND APPROVAL OF TME CITY AS R EVIU� BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. SHOULD THE STREET CONSTRUCTION START MORE THAN 3 MONTHS AFTER THE PLANS ARE APPROVED, AND IF THE FIELD PAVEMENT CONDITIONS CHANGE. THEN THE DEVELOPER WOULD BE REQUIRED TO UPDATE THE DESIGN TIO ACCOMMOOJITE ACTUAL FIELD CONDITIONaIS. 7. ALL UNDERGROUND WORM( SHALL BE COMPLETED PRIOR Ted PAVING OF STREETS. & EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD, CONTRACTOR SHALL CALL EACH UTILITY PRIOR TCI ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6* BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL 9E RAISED TO GRADE BY PA%" CXJ TRACTOR AFTER COINPLEIM OF PAVING. 10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SMALL PE R"&D TO GRANDE BY PAVING 00MIRACTOR AFTER COMPLETION OF PAV#a 11. REFER TO CITY OF FONTANA. UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS NNCLl BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATEK RECLAIMED WiATER, SEWER. STORM DRAINAGE, FLOOD OOMTROI SYSTEMS, ETC. 11 AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. RECORD DRAWINGS SHALL 6E PROVIDED 70 THE CITY OF FONTANA. 14. TYPE. LOCATION, AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND 94ALL CONFORM WllW TINE CITY OF FONTANA STANDARD DETAILS AND DETAILS FIE)WK 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIATION% AND WHERE THERE IS OR MAY BE A CONFLICT SHALL I M113NATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT 70 THE OWNERS REPRESENTAWAL 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 17. NO CONCRETE SMALL BE PLACED U NTL THE FORMS AND REINFORCING STEEL. FNAW BEEN PLACED. AIS APPROVED. I& THE WALLS AND FACES OF ALL EXCAVATIONS GREAT RR T RA N FIVE (s) FEET iii DEPT" SliftL K 19 FEC f LIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED *04 EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY SE EY )ECTM 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSIFAAL SAFETY. SEE STANDARD SPEOWICAYMM FOR Pi/lIILIC WORKS CONSTRUCTION SECTION 306-1.1.6 20. NO TRENCH BACKFILL SHALL TAKE PLACE TOTHOUT PiBW APPROVAL OF THE CITY'S INSPEC 21. ACTUAL PAVEMENT THICKNESS SHALL BE DETERMINED BY SOIL. ENGINEER AFTER COMPLETION OF ROUGH GRADMMa 22 ADEQUATE STAKES SMALL BE SET BY THE ENGINEER TO EMNAKE THE CONTRACTOR TO CC>NISilIUCT THE WOW TO THE PLAN GRADES. 23. ALL UTILITY COMPANIES SMNALL BE GIVEN 44 HOURS NOTICE PRIOR TO WOR04 AROUND That FACLNTIER 24. BACKFILL MATERIALS SHALL BE VERiRED BY CONTRACTOR AND APPROVED BY THE PUBLIC WORKS INSIECT�OR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 2S. BACKFXL MATERIALS TO HAVE S.E. OF 30 (LO N) AND A MIN. COMPACTION OF 90% 26. THE CONTRACTOR IS REQUIRED TO HAVE A FULL SET Of L.A.C.F.C.D. STANDARDS & A.P.W.A. STANDARDS ON SITE AT ALL TIMES PRIOR TO STORM DRAMs CONS71tUCTIOK 27. PRIOR TO CONSTRUCTION OF WATER, SEWER. AND/OR STORM DRAIN LINES, THE CONTRACTOR SHALL EXPOSE TMIE EXISTING WATER. SEWER, AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVATidI AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACiLITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION ANO/DR LOCATION AS SHOWN ON PLANS. 2& iF Dt fftM ON, GROM WHITER iS ENCOUNTERED, A SYSTEM APPROVED BY TFIE CITY SMALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 29. ALL E'XP'OSED METAL SURfACIM SMALL BE GALVIMMZED Nil ACCORDANCE VAIN 7HE CITY STANDARD SPECIFICATIONS. 31L ALL MATERIALS AND ME7NO0! TO K StiB.>El:T 10 IM APPROVAL OF THE CITY EF1W*EIt. 31. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STREET STRUCTURAL SECTIONS ARE MINIMUMS AND SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. THE PROJECT DEVM- OPER IS, IN GENERAL REQUIRED TO BRING HiS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DESIGN LIFE BETWEEN SITE PROPERTY LINES, PLUS REASONABLE JOINS TO EXIS700 PAVEMENT SUBJECT TO FINAL APPROVAL BY THE CiTY EMON433L 32. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL STREEW CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTA Lk 33. ALL CONCRETE STRUCTURES MAY NOT BE BAC*liED UNTO 7 DAYS Af" PLACEMENT OF CONCRETE OR AS DIRECTED BY THE CITY INSPECTOR. UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92336 TELEPHONE (909) 350-7610 S&CALNF GAS ©OMPANY -- DlSTIIIIIIIIIIIJTltRI FACT ITAS 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE (889-9711) OR (300) 422-4133 SO.CALiF GAS COMPANY -- TRASMNSS'fOMI DEPARTMENT 2191 BIRCH STREET BREA. CA 92621 TELEPHONE (901) &N -2M6 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 909357-6231 S0. OF MERRILL 909 357-6223 Mi©. OF 800 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA. CA 917N (213) 357-2257 OR (OW)422-4133 SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 825 E. THIRD STREET SAN BERNARDINQ , CA 9240 (909) 383-1665 PACIFIC TEi..EPi ONE AIRM OMIT 3073 ADAMS STREET RIVERSIDE, CA 92504 (714) 355--25115 OR (800}425133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 92334 (9W) 822-2201