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Home My WebLink About4279-1LINE OF Sl TE 3001t NO/RTH J"t p '-I- 10 S��2-'-) ��TREET I M 4 ll%lft�-L- ��40 .-Ifta Fl- -1 -4 A --i r -i UPLAND A VENUE -"z F1 "Y IL (---) -IZIL N -A- P L �A. 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S L 7 --T L 4 --4 z: L j ONO Rw T89 -44"54"W L-65,27' �8$� 49'4 CONC 't'14 , L , !1- 777 EXISTtNG cD Ro-39,0,00 mm'mft�-,6", 71 -1 -1 - SINGLE FAMiLY 17 X, ;oov --7 DWELUNG, PAD -(l 288,5±) 77 jj -4- Ll L T RIK, 6 IL L -- I VN IL Cu 77] r777 EMSTH\IG ej ff sl SINGLE FAIAH.-Y CoNc DWELLING -:7:7" 7- EMSTING PAD=(1287,5±) EXISDNG ui -2 p CARPORT (.,ARPOR,r PAD=(1285,5±) PAD -(1286±) APN 0246-031-P20000 ASPH ASPH ASPH L�j B0 S D N G cl J SINGLE FAMR-Y LL - DWELLING 0 FlAD=(1286,5±) INDEX MAP BASELINE RD ID 1 Pp=40$ ------- Z) N C11"Y OF CONSTRUCTI "ON NOTES' QUANTITIES WI -LER AVE. (DSAWCUT 218,00 LF FON"TANA 02 CONSTRUCT 8" CURB AND GUTTER PER C�TY OF' FONTANA STD PLAN No.1000 180�00 LF' FOOTHILL BLVD� EXI'5flNG CONSTRUCT COMMERCIAL DRIVEWAY APPROACI-1 PER CITY OF' FONTANA 52100 SF U.1 Lj Ld Lj SINGLE FAMILY STD PLAN 1002 DWELUNG PAD=(l 285,5± C4�) CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD, PLAN 151-1 2,00 EA ARROW 1"),"PE 2, MODflED S=48", INLET TO 60- ANGLE WI-OTTRAM CT. AS SHO W�q TO BE REMOVED MER,'�lLL AVE, TRUCT 4" MINUUM AC PAVENENT OVER '12 MINIMUM COMPACTED CONS 59,67 TON L E F I TE 300' NORThl CITY OF FONTANA, UTILITY NOTIFICATION LIST: CITY OF FONTANA S.B.C. iNC. 8353 SIERRA AVENUE 3939 El. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350---6632 (714) 666-5500 REMOVE EXISTING PAVEMEN'T SOU'11,AERN CALIFORNIA GAS COMPANY UNDERGROUND SEWCE ALERT '1981 k LUGONIA AVENUE (800) 422-4133 REDLANDS, CA 92374, SF (909) 335-7'547 PROPOSED STRrET LIGHT PER crr�, OF FONTANA STD. PLAN NO, 404. EMEGENUES� (800) 427-2200 PACIFIC BELL CO. 3939 E. CORONADO STREET SOUTHERN CALIFORNIA EDISON COMPANY ANAHEIM, CA 92807 300 N, PEPPER AVENUE (714) 666-5467 RIALTO, CA 92376 (909) 820-5598 --- UNDERGROUND VERIZON (TELEPHONE) (909) 875----5100 - -TRANSMISSION 1400 E. PHILIPS BLVD. (213) 637-1233 - PIPELINES ONTARIO, CA 91766 (800) 4-22-,--4-133 (909) 357---6505 - Ds-rRIBUTION (800) 422-4133 FONTANA WA-rER COMPANY ATTN.- MICHAEL J. McGRAW ADEIJ-)HIA (CABLE TV) 8440 NUE'-VO AVENUE 1500 S, AUTO CENTER DRIVE FONTANA, CA 92235 ONTARIO, CA 91761 (909) 822-2201 (714) 666-5500 FAX- (909) 823-5046 REMOVE AND REPLACE EXISTM PAVEMENT GRIND E)0ST�NG PAVEMENT AND OVERLAY 1,0C."'Arl"ION' MAF:' GENLE'RAL N07"F'S' 1� ALL. WORK SHALL BE IN ACCORDANCE' WITH THESE PLANS, T -FIE C17 -Y OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("'GREEN BOOK"). ALL REFE-RENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHER04,3E NOTED. 2, WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMEN-m THAT CAN NOT R -E RESOLVED REY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEIER FOR RESOLUTION,, 3� ALL. MATE -RIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF' THE C/TY ENGINEER. 4. CONSTRUCTION PERMITS SHALL. BE' OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE'LOPMENT DE,-PARTMENT, E"NGINEERING DIVISION PRIOR TO THL-.- START OF' ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAY.3 PRIOR TO THE START OF ANY WORK IN PUBLIC RICHT—OF—WAY WITHIN THE CITY LIM�T& CALL (9019) 350-7610, Z) 7'Wr' rT)pWrP A r MC) C0 A I I Tn A I I TDAC-Clr' i'nAfT0f)l 10/11 h�l A h CTU /I r) C, hpn rlaonll�t-r)l fn- ��l rl "I f 1-11) r. -Ir) CT A Tir �') C' r" A I I CY) 0 1 A 1*1 1 70 cl .. cl TO /11 cl rl L. L- 1? f0 fty I I TL fl� Will I V U M L v m UFN L , LM I L -) f f V Ut V — 10 L I r� I �, L Ul " UN UP4 LC 0 -�) U I FIL r� VV10C LIM C L u 0 1 THE CITY TRAFFIC ENGINEER. FS FINISH SURFA01 WER ML -TER 6, IT SHALL BE THE RESPON-SIBILITY OF TI -1E CONTRACTOR TO MAINTAIN BARRICADES, OELINEATORS OR 07`I',/E.f? TRAFFIC NG NXTURAL GROUND STREE7 LIGHT CONTROL, DEOCES AT ALL TIMES, mmm REWNING/BLOCK WALL C.0 CLEAN OUT 7, THE CON77RACTOR SHALL OBTAIN A PERA41T TO PERFORM EXCAVATION OR TRENCH WORK FOR 7`f--?ENC1--iES 5 FEET OR r CONCRETE PAVEMENT wm WXI'ER MUER GRE-�ATF-f? IN 0EPT'H F'ROA4 THE' CAL.IFORNIA S7 -A7 -F-' DIVISION OF INDUS7-RIAL. SAFrTY. EDGE OF PMIEMENT wv WATEP, VALVE FL FLOWLINE SD STORM DRAIN 8. Thtf-� WALLE, AND FACES OF ALL EXCAVA710N,'.3 GREA7'ER THAN FIVE (5) FEr-T IN OEPTH SHALL BE GUARDED BY 5,H0R1Nc-,,, TC 'TOP OF' CURB ss SANFARY SEWER SLOPING OF THE GROUNO OR 077"IER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF' THE DIVISION OF HP HIGH PO�NT INDUSTRIAL SAFE'TY OF THE STATE- OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) Ft,---F.,-T Sf-IALL ALSO BE GUARDED Tw TOP OF WALL -- W WATER LINE WHEN THE POTE-NTIAL EXISTS3 FOR GROUND MOVEWENT -- PROPERTY LINE OMH MANHOLE 9, NO A4Arp--RIAL, OR EQuipmr--NT SHALL BE STORED IN THE' PUBLIC RIGHT 01`7 WAY WITHOUT Of37-,AlNING% A SE-PARA7-E- PERMIT Bw BACK OF WALl< EP EDGE OF PAVING FOR THAT PURPOSE, FH FIRE HYDRANT GB GRADE BREN< 1& THE LOCATIONS OF UPLITIES SHOWN HAVE 13EEN DETERMINED FROM AVAILABLE" INFORMATION, HOWEVER, /T SHALL BE EMSTING SEWER MANHOLE PE PAD ELEVATION THE RESPONSIBILITY OF' THE CONTRACTOR TO DETERMINE, IN THE FILELD, -mE T�RLIE LOCATION AND ELEVATION OF ANY CB CATCH BASIN EXISTING UTIL/77ES, AND TO F-)<ERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR ShIALL 0 -,pp POWER POLE CONTACT UNDERGROUND SERVICE' ALERT AT 1--800-227-2600 TWO WORKING DAYS BEFORE FXCAVATION. THE CONTRACTOR SHALL. COORDINATE CONSTRUCTION WITH ALL UTILITY' COMPANIES INCLUDING, BUT NOT LIMITED To, GAS, 'FELFPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED BENCH MARK WATER, SEWER, STORM'DRAIN, FLOOD CONTROL AND CALTRANS. ALL, UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES, CITY OF FONTANA BEENChIPIARK 516 12. THE CONTRACTOR SHALL NOT OPERATE ANY' FIRE HYDRANT OR WATER MAIN VALVE -S WITHOUT APPROPRIATE AGENCY ELEVA 71 ON: 1268,82 A UTHORIZA TION, CONTRACTOR SHALL., COORDINATE WITI-I THE' APPROPRIATE WATER COMPANY FOR VALVE OPCRATION DESCF?IPTION: PKNOW (N0R'rHWE',-5T CURL",? RETURN) AND W/A7ER REQUIREMENTS, IN TE-RSECTI ON OF LAUREL ST, AND ARROW BLVD. 11 CURVE DATA REFER,'�,,,- TO TFIE FACE ()F CUf?B. BAQO�,S OF BEARING "I 4� STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE 077"IERWISE NOTED, 15, ADEQUATE CONS7RUC710N CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO THE CENTER LINE OF LAUf?EL AVL--'NLJE- CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7HE PRESERVATION OF' BEING N 0`10' 30" W AS SHOWN ON TtIE BENCHMARKS AND CONSTRUC770N C'ONTROL. STAKING DURING CONSTRUC770N, RECORD OF SURVE'Y 03-156 RECORDED THE CONTRACTOR -SHALL NOT 01STLIRB EXISTiNG SURVE,'Y' MONUMENTS, MONUMENT TIES OR BENCH iWARKS WITHOUT IN BOOK 120, PAGE 6 RECORDS OF SAN BERNARDINO PRIOR NOTIFICATION TO 77-fE CITY F-.'NGIN[---E-'R, COUN TY, 17. REMOVAL ANO REPLACEMENT OF EXISTING -SURVEYCONTROL, INCLUOING SURVEY MONLIMENTS " MONUMENT TIES AND SHEET INDEX BENCH MARKS ' <,,*IAL,L BE' DONE' BY A REGISTERED CIVIL FNGINEER OR LICEN-SED LAND SURVEYOR. SURVEY MONUMENTS THAT WlL BE' DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHEE'T 1 TITLE SHEET F()R LATER, REF"LACEMENT OF THIE MO LIMENT. Sl-iEET 2 STREET IMP LAUREL AVENUE' 18. THE CONTRACTOR SHALL. MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL. TIMES IN THE CONS TRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES, CALVADA 19� 7`�-IE CONTRACTOR SHALL PROVIDE ANO MAINTAIN AN EFFFC71VL MEANS OF DUST' CONTROL, INCLUDING ADE(,',)UA7E WA TERING, AT ALL TIMES, LRND SURVEYING o CIVIL ENOINORINO o ENVIRON114INTRt SWICES 411 JENKS CIRCLE CORONA, CA, 92880-1782 20� ALL. GRADING OPERATIONS SHALL 13E DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES Pt -:,-R HOUR. PHONE: 951-280-9960 FAX 951-280-9746 TOLL 800-CALVADA wwmirxa�vadaxom JOB# 05120 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MA'FERIAL, MUD, SILT OR OEBRIS TO BE DEP0,31TE-1) ONTO PUBLIC OR PRiVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR Wpif'rTEN APPROVAL. 22� NO TRENCH BACKFiLL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, 23� A GEOTECHNICAL ENGINEE'R SHALL CERTIFY ALL. BACKFILL COMPACTION. FAfLURE TO OH."TAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF' THAT PORTION OF THE WORK UN77L, THE SPECIFIED DE-N-SITY IS OBTAINE1.). 24, CARE SHOULD BE TAKEN TO PREVEWT GRAOES, DITCHES, AND SWALES FROM UNDERMINING STRE-ET IMPROvEME'A/Ts, UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEA VING IMPROVEMEN'TS. 25� THE' FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE PME ()F CONSTRUCTION AND SHALL CONFORM TO THE CITY OF' FONTANA STANDARD DETAILS, 2 (3 ALL EXPOSED CONCRETE SURFACES SHALL CONr--ORA4 IN GRADE, COLOR AND FINlr-.)H To MATcH E,visnNG CONCRETE. 27� THE SEWER CON-mACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCA'DON OF THE SEWER I � A RE,RAL.. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTIE"D AND APPROVED, 2 9 - ALL UNDERGROUND voLITtES" SHALL, BE INSTALLED, TE,"STED AND APPROVED PRIOR 7-o PAvING OF STREETS, 5& APPROVED SOIL STERILANT fS REQUIRED UNDER ALL NEW ASPklAL.7 PAW:-MENT PRIOR TO PLACEMENT 31. PAVE"MENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND FuLgjE-cT, -ro REVISION AND APf)ROVAL OF TfqE CITY ENGINE'ER AS DETERMINED BY SOILS TESTS, TAKEN AFTER COMPLETION OF ROUGH GRADING. 3 2 ACTUAL THICKNESS OF A,C, PAVEMENT ANDIOR BASE COLIRSE MATERIAL FOR STRUCTURAL STREET SECTIONS' SHALL BE RECOMMENDED BY A CE07ECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON LIPLAND AVE, SITE COMPLETION OF ROUGH GRADING, 31 ALL. MANHO - LES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE- RAISE..D TO FINISHED GRAOE BY TflE PAVING CONTRACTOR UPON COMPLETION OF" PAVING. LLI 34� UPON COMPLETION OF' CONSTRUCTION, CC)NTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTI-IER, T -FIC CONTROL DEVICES TO THE SATI FA RAF S C77ON OF THE CITY TRAFFIC ENGINE"E,7R. 35, CON-mACTOR SHALL RELOCATE." AND/OR REPLACE LANDSCAPIN(3, SPRINKLFRS' AND SIDEtIVALKS AFF-FC71m BY Tl-fE CONSTRUCTION TO THE SATISFACTION OF" THE CITY ENGINEER. 36� AS -BUILT DRAWINGS SHALL BE PROWDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WI -40 SHALL PROVIDE RECORD DRAWINGS TO P -4E CITY ENGINEER, 5AWCLYT AND REMOVE' uj ct 0 ,,',f---'Xl5TiNG PAVEMENT "MOVE EXI5T�NG A,C, DIKE Rif GIND O� I O'MIN, \iVhE'Rff� APPLICAE3Lf EX15TING PAYVIVENT AND 5 0\/EfRLAY(-)- I O'MIN, -MOVE P -C //— Rr E-. )W00D MR MK �-1 f- A I) E R VVII If R E, E.45TING F`AV1-,-.Mf.NT----- APPLICABLE '.V\/ AC FAVEMENT N I-- 777 '7- 4// MIN 121' MIN (,0MPACTf-D NAVflVff,,5UI3GRA1)F 95% RF-LATIVECOMPACTION D ff" TA I L "All - N T T 0 S, C A L E ATIVE SLI GGRA E (95% RELATWE COMPA 110 CONSTRUCT PCC SIDEWALK PER CITY OF FONTANA STID PLAN No.1006 720.00 SF REMOVE EXISTING PAVEMEN'T 1,728.00 SF' C9-� GRIND AND OVERLAY (see Detoil "A $� this Sheet) 900�00 SF PROPOSED STRrET LIGHT PER crr�, OF FONTANA STD. PLAN NO, 404. 1,00 EA LAUREL AVE"NUE (LOCAL STREET) 5800 LUMEN f--IPSV STREET LIGHT ('70 WATT, #7) LLJMINA�RE MO�JNT�NG i-1EIGI-11- 25 FT., MAST ARM LENGTI-A 6 FT, (Cj) EXISTING STREET LIG-IT � 2.00 EA REMOVE AND REPLACE EXISTM PAVEMENT GRIND E)0ST�NG PAVEMENT AND OVERLAY 1,0C."'Arl"ION' MAF:' GENLE'RAL N07"F'S' 1� ALL. WORK SHALL BE IN ACCORDANCE' WITH THESE PLANS, T -FIE C17 -Y OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("'GREEN BOOK"). ALL REFE-RENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHER04,3E NOTED. 2, WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMEN-m THAT CAN NOT R -E RESOLVED REY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEIER FOR RESOLUTION,, 3� ALL. MATE -RIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF' THE C/TY ENGINEER. 4. CONSTRUCTION PERMITS SHALL. BE' OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVE'LOPMENT DE,-PARTMENT, E"NGINEERING DIVISION PRIOR TO THL-.- START OF' ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAY.3 PRIOR TO THE START OF ANY WORK IN PUBLIC RICHT—OF—WAY WITHIN THE CITY LIM�T& CALL (9019) 350-7610, Z) 7'Wr' rT)pWrP A r MC) C0 A I I Tn A I I TDAC-Clr' i'nAfT0f)l 10/11 h�l A h CTU /I r) C, hpn rlaonll�t-r)l fn- ��l rl "I f 1-11) r. -Ir) CT A Tir �') C' r" A I I CY) 0 1 A 1*1 1 70 cl .. cl TO /11 cl rl L. L- 1? f0 fty I I TL fl� Will I V U M L v m UFN L , LM I L -) f f V Ut V — 10 L I r� I �, L Ul " UN UP4 LC 0 -�) U I FIL r� VV10C LIM C L u 0 1 THE CITY TRAFFIC ENGINEER. FS FINISH SURFA01 WER ML -TER 6, IT SHALL BE THE RESPON-SIBILITY OF TI -1E CONTRACTOR TO MAINTAIN BARRICADES, OELINEATORS OR 07`I',/E.f? TRAFFIC NG NXTURAL GROUND STREE7 LIGHT CONTROL, DEOCES AT ALL TIMES, mmm REWNING/BLOCK WALL C.0 CLEAN OUT 7, THE CON77RACTOR SHALL OBTAIN A PERA41T TO PERFORM EXCAVATION OR TRENCH WORK FOR 7`f--?ENC1--iES 5 FEET OR r CONCRETE PAVEMENT wm WXI'ER MUER GRE-�ATF-f? IN 0EPT'H F'ROA4 THE' CAL.IFORNIA S7 -A7 -F-' DIVISION OF INDUS7-RIAL. SAFrTY. EDGE OF PMIEMENT wv WATEP, VALVE FL FLOWLINE SD STORM DRAIN 8. Thtf-� WALLE, AND FACES OF ALL EXCAVA710N,'.3 GREA7'ER THAN FIVE (5) FEr-T IN OEPTH SHALL BE GUARDED BY 5,H0R1Nc-,,, TC 'TOP OF' CURB ss SANFARY SEWER SLOPING OF THE GROUNO OR 077"IER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF' THE DIVISION OF HP HIGH PO�NT INDUSTRIAL SAFE'TY OF THE STATE- OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) Ft,---F.,-T Sf-IALL ALSO BE GUARDED Tw TOP OF WALL -- W WATER LINE WHEN THE POTE-NTIAL EXISTS3 FOR GROUND MOVEWENT -- PROPERTY LINE OMH MANHOLE 9, NO A4Arp--RIAL, OR EQuipmr--NT SHALL BE STORED IN THE' PUBLIC RIGHT 01`7 WAY WITHOUT Of37-,AlNING% A SE-PARA7-E- PERMIT Bw BACK OF WALl< EP EDGE OF PAVING FOR THAT PURPOSE, FH FIRE HYDRANT GB GRADE BREN< 1& THE LOCATIONS OF UPLITIES SHOWN HAVE 13EEN DETERMINED FROM AVAILABLE" INFORMATION, HOWEVER, /T SHALL BE EMSTING SEWER MANHOLE PE PAD ELEVATION THE RESPONSIBILITY OF' THE CONTRACTOR TO DETERMINE, IN THE FILELD, -mE T�RLIE LOCATION AND ELEVATION OF ANY CB CATCH BASIN EXISTING UTIL/77ES, AND TO F-)<ERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR ShIALL 0 -,pp POWER POLE CONTACT UNDERGROUND SERVICE' ALERT AT 1--800-227-2600 TWO WORKING DAYS BEFORE FXCAVATION. THE CONTRACTOR SHALL. COORDINATE CONSTRUCTION WITH ALL UTILITY' COMPANIES INCLUDING, BUT NOT LIMITED To, GAS, 'FELFPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED BENCH MARK WATER, SEWER, STORM'DRAIN, FLOOD CONTROL AND CALTRANS. ALL, UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES, CITY OF FONTANA BEENChIPIARK 516 12. THE CONTRACTOR SHALL NOT OPERATE ANY' FIRE HYDRANT OR WATER MAIN VALVE -S WITHOUT APPROPRIATE AGENCY ELEVA 71 ON: 1268,82 A UTHORIZA TION, CONTRACTOR SHALL., COORDINATE WITI-I THE' APPROPRIATE WATER COMPANY FOR VALVE OPCRATION DESCF?IPTION: PKNOW (N0R'rHWE',-5T CURL",? RETURN) AND W/A7ER REQUIREMENTS, IN TE-RSECTI ON OF LAUREL ST, AND ARROW BLVD. 11 CURVE DATA REFER,'�,,,- TO TFIE FACE ()F CUf?B. BAQO�,S OF BEARING "I 4� STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE 077"IERWISE NOTED, 15, ADEQUATE CONS7RUC710N CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO THE CENTER LINE OF LAUf?EL AVL--'NLJE- CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7HE PRESERVATION OF' BEING N 0`10' 30" W AS SHOWN ON TtIE BENCHMARKS AND CONSTRUC770N C'ONTROL. STAKING DURING CONSTRUC770N, RECORD OF SURVE'Y 03-156 RECORDED THE CONTRACTOR -SHALL NOT 01STLIRB EXISTiNG SURVE,'Y' MONUMENTS, MONUMENT TIES OR BENCH iWARKS WITHOUT IN BOOK 120, PAGE 6 RECORDS OF SAN BERNARDINO PRIOR NOTIFICATION TO 77-fE CITY F-.'NGIN[---E-'R, COUN TY, 17. REMOVAL ANO REPLACEMENT OF EXISTING -SURVEYCONTROL, INCLUOING SURVEY MONLIMENTS " MONUMENT TIES AND SHEET INDEX BENCH MARKS ' <,,*IAL,L BE' DONE' BY A REGISTERED CIVIL FNGINEER OR LICEN-SED LAND SURVEYOR. SURVEY MONUMENTS THAT WlL BE' DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHEE'T 1 TITLE SHEET F()R LATER, REF"LACEMENT OF THIE MO LIMENT. Sl-iEET 2 STREET IMP LAUREL AVENUE' 18. THE CONTRACTOR SHALL. MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL. TIMES IN THE CONS TRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES, CALVADA 19� 7`�-IE CONTRACTOR SHALL PROVIDE ANO MAINTAIN AN EFFFC71VL MEANS OF DUST' CONTROL, INCLUDING ADE(,',)UA7E WA TERING, AT ALL TIMES, LRND SURVEYING o CIVIL ENOINORINO o ENVIRON114INTRt SWICES 411 JENKS CIRCLE CORONA, CA, 92880-1782 20� ALL. GRADING OPERATIONS SHALL 13E DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES Pt -:,-R HOUR. PHONE: 951-280-9960 FAX 951-280-9746 TOLL 800-CALVADA wwmirxa�vadaxom JOB# 05120 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MA'FERIAL, MUD, SILT OR OEBRIS TO BE DEP0,31TE-1) ONTO PUBLIC OR PRiVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR Wpif'rTEN APPROVAL. 22� NO TRENCH BACKFiLL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, 23� A GEOTECHNICAL ENGINEE'R SHALL CERTIFY ALL. BACKFILL COMPACTION. FAfLURE TO OH."TAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF' THAT PORTION OF THE WORK UN77L, THE SPECIFIED DE-N-SITY IS OBTAINE1.). 24, CARE SHOULD BE TAKEN TO PREVEWT GRAOES, DITCHES, AND SWALES FROM UNDERMINING STRE-ET IMPROvEME'A/Ts, UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEA VING IMPROVEMEN'TS. 25� THE' FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE PME ()F CONSTRUCTION AND SHALL CONFORM TO THE CITY OF' FONTANA STANDARD DETAILS, 2 (3 ALL EXPOSED CONCRETE SURFACES SHALL CONr--ORA4 IN GRADE, COLOR AND FINlr-.)H To MATcH E,visnNG CONCRETE. 27� THE SEWER CON-mACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCA'DON OF THE SEWER I � A RE,RAL.. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTIE"D AND APPROVED, 2 9 - ALL UNDERGROUND voLITtES" SHALL, BE INSTALLED, TE,"STED AND APPROVED PRIOR 7-o PAvING OF STREETS, 5& APPROVED SOIL STERILANT fS REQUIRED UNDER ALL NEW ASPklAL.7 PAW:-MENT PRIOR TO PLACEMENT 31. PAVE"MENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND FuLgjE-cT, -ro REVISION AND APf)ROVAL OF TfqE CITY ENGINE'ER AS DETERMINED BY SOILS TESTS, TAKEN AFTER COMPLETION OF ROUGH GRADING. 3 2 ACTUAL THICKNESS OF A,C, PAVEMENT ANDIOR BASE COLIRSE MATERIAL FOR STRUCTURAL STREET SECTIONS' SHALL BE RECOMMENDED BY A CE07ECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON LIPLAND AVE, SITE COMPLETION OF ROUGH GRADING, 31 ALL. MANHO - LES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE- RAISE..D TO FINISHED GRAOE BY TflE PAVING CONTRACTOR UPON COMPLETION OF" PAVING. LLI 34� UPON COMPLETION OF' CONSTRUCTION, CC)NTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTI-IER, T -FIC CONTROL DEVICES TO THE SATI FA RAF S C77ON OF THE CITY TRAFFIC ENGINE"E,7R. 35, CON-mACTOR SHALL RELOCATE." AND/OR REPLACE LANDSCAPIN(3, SPRINKLFRS' AND SIDEtIVALKS AFF-FC71m BY Tl-fE CONSTRUCTION TO THE SATISFACTION OF" THE CITY ENGINEER. 36� AS -BUILT DRAWINGS SHALL BE PROWDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WI -40 SHALL PROVIDE RECORD DRAWINGS TO P -4E CITY ENGINEER, 5AWCLYT AND REMOVE' uj ct 0 ,,',f---'Xl5TiNG PAVEMENT "MOVE EXI5T�NG A,C, DIKE Rif GIND O� I O'MIN, \iVhE'Rff� APPLICAE3Lf EX15TING PAYVIVENT AND 5 0\/EfRLAY(-)- I O'MIN, -MOVE P -C //— Rr E-. )W00D MR MK �-1 f- A I) E R VVII If R E, E.45TING F`AV1-,-.Mf.NT----- APPLICABLE '.V\/ AC FAVEMENT N I-- 777 '7- 4// MIN 121' MIN (,0MPACTf-D NAVflVff,,5UI3GRA1)F 95% RF-LATIVECOMPACTION D ff" TA I L "All - N T T 0 S, C A L E