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HomeMy WebLinkAbout4318-1Crf OF K ANA 61"mi IIWm40vEk*wr uwm 1. ALL WORK SMALL. 8E IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, INE CONTRACT PROV6VNS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIONS (-GREEN 800X"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL ■E 11111E LA46ST ZWIXW UNLET^ OTWNWISF NOT'E'D. 2. WHEN A IE'CHAIGAL CANFLfCT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOL" BY REFERENCE TO PRECEDENCE' PROW9SIONS IN THE "GREEN BOOK", THE CONTRACTORS SHALL MWMEOXTELY REPORT SAID CONFLICT TO THE CITY ENGINEERS FAIR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUaIECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUC77ON PERMITS SMALL BE OBTAINED FROM THE CITY OF FOWA94 COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERIIG DNISION PRIOR TO INE START OF ANY WORK INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST rw WaRoNG DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT -OF WAY WITHIN THE COY LLIIITS. GALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHOOS AND PRC €DURES DESCRIBED IN STATE OF CALIFORNIA MANUAL OF TRAff7C CONTT?OLS, LATEST NON - METRIC EDITION UNLESS OTHERWISE DIRECTED SY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF TIE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7 THC CONTRACTORS SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (v FEST IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF INE GROUND OR OTHER APPROVED W -ANS PURSL44NT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STA E OF CALIFORMA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PEMIT FOR INAT PURPOSE: 10. THE LOCATIONS OF UTN.ITES .SHOWN HAVE BEEN DETERMINED FROM AW64ILABLE INFORMATION, HOWEVER, IT SHALL BE TME RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEWT70N OF ANY EXISTING U77LITIES AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. 7HE CONTRACTOR SHALL CONTACT UNDERGROUND SERWCE ALERT AT 1-800-277-2600 TWO WORKING RAYS BEFORE EXCAW4770N. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUC77ON WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, a4.t TELEPHONE; ELECTRIC, CABLE 7E7:EVISA€k17, LANDSCAPING, LANDSCAPE 477Ckd, DOWSTIC WIER, RECLAIMED 14ATER, SEWER, STORM DRAIN, F7.00D CONTROL AND C ONANS: ALL U7 UM COMPANIES $144LL BE GIVEN TWO WORKING DAYS N07YCE PRIOR TO WORK ARO.TUND THEIR FACALMIES. 12. THE• CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT Ai"OPR64TE AGENCY AUTTYOR/2A7TON. CONTRACTOR SHALL COORDINATE WITH THE APPROPRATE' 1 M7EiW COMPANY FOR VALVE OPERATION AND WAFER REQUIREMENTS. T.A CURVE DATA REFERS TO THE FACE OF CURB. ?A STAWNING REFERS TO IIIE CENTERLINE OF STREET:A' EXCEPT WHERE OTHERWISE NOTED. I3. ADWU47E CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT INE WORK TO THE PLAN GRADE. THE CONTIRIACTOR $PWLL BE RESPONSIBLE FOR T11E NOON OF BENCHMARKS ANO CONSTRUCTR/ON CONTROL STAKING DARING CONSIRUC770N. I& THE CONTRACTOR SHALL NOT D67URS EXISTING $ Y MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR N07"CATION TO 7W CITY EYJGINErR. 17. REMOVAL AND REPLACEMENT OR EXJS17NG SURVEY CONTROL, INCLUDING SURVEY MONUMENTS MONUMENT TIES AND BENCH MARKS, SMALL BE DONE BY A REGISTERED CIVIL ENGINEER OR 4YCENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF 7H/S CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUC77ON SO Th AT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. IS. THE CONTRACTOR SHALL MgINTAW ACCESS FOR LOCM RESIDENTS AND BUSINESS AT ALL TIMES. A Wd" 12 FOOT LAND SHALL BE MAINTAINED AT ALL TIMES /N IW COIVSTRUC770H AREA FOR MSIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR S1441:1. PROTIDE AND A60JNT,4IN AN EFFEC77VE MEANS OF DUST CONTROL, INCLUDING ADEQUATE W4TEANC, AT ALL 77MES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MALES PER HOUR. 21. THE' CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, AATJ, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO INE RK#IT OF WAY DURING CONTTRUCT70N WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT POOR APPA00AL OF THE CITY INSPECTOR. 23. A GEOTEECHOICAt. ENGINEER SHALL CER77N ALL 1S4WXL CL3r(NA "CK FAILURE TO OBTAIN THE REQUIRED DENSITY shKLL REQUIRE RE -WORKING OF THAT Pop" wr THE WORK LIN7X THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SW44ES FROM UNLRERMINING STREET IMPROVElo NTS. UPON INSPEC77ON OF THE SITE, THE CITY ENGINEER MAY REQUIRE 71:MPiOIbATi'Y NON-CRODE48LE SWALES ENTERING OR LEAVNIG IMPROVEMENTS. 2a, THE FINAL. LOCATION AND WIDTH OF DRAOMY APPROACH APRONS SHALL BE APPROVED AT THE TLME CF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. Tw SEWER CON17v4GTOR smAL.L STAMP AN `S" IN THE FACE OF rHE CURB AT THE LOCATION OF THE SEWR LATERAL. 28. NO CONCRETE SHALL BE PLACED UN 7L THE FORA45 AND REli 'TNG STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SMALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STENAL.ANT IS REQUIRED UNDER ALL NEW ASPHALT A4VE'MENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY LWNE€'R AS DETEWNE'D BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. J2. ACTUAL THICKNESS OF A.C. PAVEMENT MID/OR SASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SWU BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SL19M/TlM TO rHE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 3J. ALL MoINHOLES, CLEAN OUT FRAMES, COVERS AND Vi4LVE BOXES SHALL BE RAISED TO FINISHED ~E BY THE PAVING CONTACTOR UPON COMPLE770N OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SAITSFACMN OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPINAKERS AND SIDEWALKS AFFECTED BY THE CONSTRUC77ON TO THE SATISFACTION OF 7T•AE CaY EWW6ER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY INE CONTRACTOR TO TW EACNEE'R OF RECORD, WHO SH4L.L PROVIDE RECORD DRAWINGS TO THE CITY E7VGINEER. 32' 0.50' 5' 10' 3 S l.sslV6A1 Rr' WOXMIN /o Es Z%+ EXISTING IMPROVEMENT EXIST. STREET CROSS -%c COOPER AVE NUI T. 1. 5.5 STREET 121 61 COOPER 'A V E N U El 0+uu b+uU 7+00 O! 9+0O O`u APS. 1108-0�Y71111515. 3y i 3 e• i EX. HOUSE I co 0 1 ----- APN• 1108-071-16 lk o I i p i 1 9*,f' (VACANT) + II J i = APN: 1 1 0 8- 0 71 - 1 4 l0 t0 I V I Lal 1 t01 �.EMT. tXFT OF WIY °pE;. T 3F NAY I _ ... ...� ..... _ , - .............. .......'•ijiF.T............. .... .7.?7 ..:. ..: 7 . �.r. w. •..::.'.:.:.� '''F- ..• o.. •_.:...a- .� .r .+ter - - - - - I / .._ �r..n�T._r+- __ RT_M .Iu a r .•1'ii - i W auaY SW -^ T Wa........... 6�1 9� _ ,b.' mm to * _ _ � _ _ _ � � _ .�._, y. WA ERAS NOTE. 1 5 ,a��4�' IIHE IX#STENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIF°`$ �, CONDUITS OR ANY a MIN. MIN.io 000" L' � «: ,'9 OAR STRUCTURES SHOWN ON THESE &A�+AW#NGS WE • OUTA� &Y A SEARCH OF 77-E AVER _t ----------------------------- --- .v _ I AVAWAtLE RECORDS. TO '!r BEST OF lJvR #ttiJ03amat rNrw ,rte" 1+10 OTHER U%i na PAV - - - - - - - - - - - - - - - - - - - EX O" CURB (JUTTEIR _ -, ` .�'' AS SHOWN ON T3 IWfNGS. iCTt1R /S IR£BLIfARE9 T OR STRUCTURES EXCEPT X. - - - - - - - - - - - - - - / + TO TAKE' DUE PRECAUTIONARY MEASURES TO A%IlrCr TME -UTILITY LWES SHOWN ON TIDE _� DRAWINGS. THE CONIRACYt*. f7VRTHER ASVJMES ALL L-4489JI Y AW WSPONSIBILRY FOR GAWD 0.10' MIN. �ir�'o ��. OFESS/ I9 � UTILITY PIPS, CONDUITS a� STRUCTURES S~ NOT SAoIIw t3A1 THESE DRAYV#NGS. ANIS OVERLAY 0. 10' MIN. '� PR 0 �PANT - - - - - - - - - - xrs RNGHT pF�i4Y _ _ _ _.. _ _ _ - _ _ . _ _ .... _ _ ._ _ _ _ _ _ ,� _ r _ . r _ _ - _ _ _ _ _ SPH. J SOY7�cc CONTRACTOR AGREES THAT HE SHALL AS UW S(XC AND Ct3ri�l,fW RESPONSIBILITY FOR iiiOAr - --- C m XB SITE CONDI"ONS' DURING THE CUIJRSE OP CONS10ttPON OF THIS PROJECTLApJmQm& 1 - --- ENGINEER FOR DRIVEWAY OCAT I ON: 35480�� p INCLUDING SAFETY Cif Alt, PERSONS AND Pte&. AND r 7W RibuIF}'£Mimr #kms NOT TO SCALEOWNERS: 0 n APPLY CONTINUOUSLY AND I`IOT Imo` LIMIMD iii l HOURS, AND PHAT T RALPH J. SOLIS S Q * ExP. ql ) * �� CONTRACTOR SHALL WT400, INDEMNIFY At& HOLD TYLE CITY, TT'IaE' OWNER ANO THE DORIS AND LUIS CERRATO CONSULTING CIVIL ENGINEER JT' CIVIL ��p ENGINEER HARAALESS f'TM ANY AND ATl'>LS, L LITH ?6k?6kOR ALLEW IN CONNECTION �OFCALIF� WITH TTHE� 7400W( ON t �T, ' &CP . LIABILITY ARISING 5779 ALT A A17"IW JoHN wEs (800) 422-4133 (909) ,iso -¢ilii - EMERGENCIES: (800) 427-22W fAd4. 1 DESCRIPT1ONN DATE ENC172. CITY b0i Uii1RGROUIdD Si1vIE AiRT 1 LOCATE DR 1 V W 4�ZolI QJGJ �'�/' CAU -TOLL FREE 1-800 227-2600 TRIAL MAi " DAYS BEFORE YOU DIG DESCRIPTION:TOP OF CURB AT THE EAST SIDE OF COOPER STREET, AT INJECTION OF THE NWH UTE. OF THE MW€CT WVATION = 1103.4 nerd IInA r The C nnnsWssu� t SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO SIS OF THE DATE OF APPROVAL S14OWN HMON AND CARRIED FOM IN A DILla-W M004EFt, [� THE CITY ENGINEER MAY I2EQ€ 111IION5 TO T##i Ic'iIa €+<T moo. 3-7037 TO BRING THEA INTO CONFORMANt WITH CONDITIONS AND 1-�-na STANDARDS IN EFFECT. HENRY c. POOUiz HP ENGINEERING, INC 1465 GRESTVIN ROAD REDLANb5 CA. 92374 0N) :LTl9-1679 , fAX (909) 799-1508 C. P' Z, R.C.E. 63.43 L. F. 10 220 SF 1,562'S.F. . 245 L. F. 317 S.F. 140 S. F. UAS/S OF HLAHINUS IS I HE CENTE7RL.YW OF COOPER 571 ET BEING N00'04'00"W PER M.B. 31/151 CITY OF FONTANA, CALIFOR 1JTrRWN OT: COOPER AVENUE SCALE: CADD AS SHOWN DESIGNED BY: 0144 COOPER AVENUE DATE. HCP APN 1101-071-15 SEPT. 2006 NECKED R BY: Dt NO. 1 4= VISTA WAY 1611 LAUREL AVENUE FROM TAM aT&C MA`ai.1U4MC4 W INC. ®WMJT LW rW IM' FONTANA, CA 92336 REDLANDS, CA 92373 909-215-7114 UF47RICITY SOUTHERN CALIFORNIA EMON COl4tPWY FONTANA WATER COMPANY CITY OF FONTANA FL - FY:OWLINE ELEW4TION rso I i s c i v i I engohotmo i I .Com_ CONSTRUCT 8" CURB AND GUTTER PER CITY szmam NCI. 1000 300 N. PEPPER AWE. 8440 NUEVO AVENUE 8353 SIERRA AVENUE rC = TOP OF CURB ELEVATION © CONSTRUCT REslC)PN w DRIVE018AY APPROACH PER CITY STAmDARD N0. 1002; W= 16' RLALTO CA. 92376 UNDERGROUND: (909) 357-6253 FONrANA, CA. 92,335 ATTN: MICHAEL McGRAW FONTANA, CA. 92335 (9t)9) 350-6632 (X) EXISTING ELEVATION 3 CONSTRUCT' 4.5" A.C. PAVING OVER 12" MIM OF 95X COMPACTED NATIVE SUBGRADE. TRANSMISSION: (909 875-5100 (909) 822-2201 W = WATERLA� � sal SAWCUT REMOVE AND DISPOSE EX1SIING A.C. PIPELINES (909) 657-1333 FAX (909) 283-5046 FS FINISHED SURFACE DISTTRABUT ION: (909) 357-6233NG = NATUi 4L GROUND CONSTRUCT 5' WIDE SIDEWALK PER CITY 1 25- AL EPHON {�( rY C(tAf wd T CAt4LEVISION EP - EDGE OP PAW'�+'NG r G`EiA srftcr V A.C. PAINING OVER COMPACT'i�'r:�i WWW AOR �Y M4toWN_:,: SOUTHERN ULIFORN44 GAS CO. 1400 E. PHILLIPS RANCH BLVD. 1205 DUPONT AVENUE Q - A.C. PAVING 1981 LUGONIA AVENUE Aln > I»Ac re a9aa � ONTARIO, CA. 91766 A7rr>4 Al• CW uncle ONTARIO, CA. 97761 Aale .V"Al. , W ,_A. �� =PCC r , SURFACE BENCH DARK: A17"IW JoHN wEs (800) 422-4133 (909) ,iso -¢ilii - EMERGENCIES: (800) 427-22W fAd4. 1 DESCRIPT1ONN DATE ENC172. CITY b0i Uii1RGROUIdD Si1vIE AiRT 1 LOCATE DR 1 V W 4�ZolI QJGJ �'�/' CAU -TOLL FREE 1-800 227-2600 TRIAL MAi " DAYS BEFORE YOU DIG DESCRIPTION:TOP OF CURB AT THE EAST SIDE OF COOPER STREET, AT INJECTION OF THE NWH UTE. OF THE MW€CT WVATION = 1103.4 nerd IInA r The C nnnsWssu� t SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO SIS OF THE DATE OF APPROVAL S14OWN HMON AND CARRIED FOM IN A DILla-W M004EFt, [� THE CITY ENGINEER MAY I2EQ€ 111IION5 TO T##i Ic'iIa €+<T moo. 3-7037 TO BRING THEA INTO CONFORMANt WITH CONDITIONS AND 1-�-na STANDARDS IN EFFECT. HENRY c. POOUiz HP ENGINEERING, INC 1465 GRESTVIN ROAD REDLANb5 CA. 92374 0N) :LTl9-1679 , fAX (909) 799-1508 C. P' Z, R.C.E. 63.43 L. F. 10 220 SF 1,562'S.F. . 245 L. F. 317 S.F. 140 S. F. UAS/S OF HLAHINUS IS I HE CENTE7RL.YW OF COOPER 571 ET BEING N00'04'00"W PER M.B. 31/151 CITY OF FONTANA, CALIFOR 1JTrRWN OT: COOPER AVENUE SCALE: CADD AS SHOWN DESIGNED BY: 0144 COOPER AVENUE DATE. HCP APN 1101-071-15 SEPT. 2006 NECKED R BY: Dt NO. 1 4=