The URL can be used to link to this page

Home My WebLink About4320-11 ALL WORK SHALL BE IN ACCORDANCE WI'Tl,-i THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECiFICATMS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", T'I--IE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION, 3, ALL MATERIAL.S AND ME11-IODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPEC110N COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE CITY LIMITS, CALL (909) 3507610� 5� THE CONTRACTOR SHALL, CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF' TRAFFIC CONTROLS, LATEST NON—METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6� 11' SHALL., BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7, THE CONTRACTOR 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 (5) FEET �N DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF' THE DIVISION OF INDUSTRIAL SAFETY OF' THE STATE OF' CALIFORNIA. 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 PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227---2600 TWO WORKING DAYS BEFORE EXCAVATION. 11 � THE CONTRACTOR SHALL C000NATE CONSTRUCTION WITH ALL UTIUTY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DR0, FLOOD CONTROL AND CAI -TRANS. ALL UTILffY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILffIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPR�ATE AGENCY AUTHORIZATION, CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 11 CURVE DATA REFERS TO THE FACE OF CURB. 14� STATIONING REFERS TO THE CENTERUNE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15� ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16� THE CONTRACTOR SHALL NOT DISTURB E0'flNG SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION 70 THE CITY ENGINEER, 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCT0N SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT T]ES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT, 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESiDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MA�NTA�NED AT ALL TIMES �N THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES, 19. THE CONTRACTOR SHALL PROVIDE AND MAINTA�N AN EFFECTiVE MEANS OF DUST CONTROL, INCL0NG ADEQUATE WATERING, AT ALL TIMES� 20, ALL. GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21, THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO T�IE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL, 22. NO TRENCH BACKFILL SIdALL TAKE PLACE WffHOUT PRIOR APPROVAL OF THE CITY INSPECTOR, 21 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. 24, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS, UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL L0000N AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL. BE APPROVED AT THE TIME OF 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. THE SEWER CONTRACTOR SHALL STAMP' AN "S" IN THE FACE OF THE CURB AT THE LOCKrION OF THE SEWER LATERAL. 28. NO CONCRE. FE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29� ALL UNDERGROUND UflUTIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAViNG OF STREETS. 30, APPROVED SOIL STERILANT 6 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT, 31 � PAVEMENT STRUCTURAL SECI]ONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLErION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A, GEOTECHNICAL REPORT AND SUBMITTED TO THE C�TY OF' FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 31 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DI'VICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER, 35, CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36� AS—BUILT DRAWINGS SHALl- BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO TF,IE CITY ENGINEER. TRACT 18137 CONSTRUCTION NOTES UTILITY C0NTACT NUMAERS 8 Top' , L , krA Y P - —T—CONST'RUCT __(L0,NT3A,,Cj0,,,R SANITARY SEWER AND CITY OF FONTANA �----,1249 o`—`�,EX10NG CONTOUR Q THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS STORM DRAINS 8353 SIERRA AVENUE FO,NTANA, CA 92335 909.350�6632 IN e INS A\r" ... .. .. .... .. .... ljv 7_ z STREET IMPROVEMENT PLANS WATER 'z s MICHAEL MCGRAW ,M j�, ty CONSTRUCT PCC CROSS GUTTER PER CITY STD. 403 (w=s') 8440 NUEVO AVENUE 909.8222201 E FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUiTS OR STRUCTURES [NOT USED] FONTANA, CA 92335 IGHLAND AV' 41-nT AV At, klqm, r! v ...... ... .. 77 - 7317 �240-021 -42 T WA m w wmmwm 40 womwom NWM OdUM M W WAWAWm ft MOM Wrft MWANO t&T& eAmm"aw* 7 s AV :cT 'TAR AV 1WI14D �AV AV t ID AV AV UU1170s S,OTT AV Z5 TLIFIL ST A AV Aill �v Al WALNUT x ... ........ 'o WAI NUT VILL AIM) 10,700 It g r PN LN V N ST P'll"M MOUNTAIX� 2 VIL A W SOUTHERN CALIFORNIA EDISON h z < gKSA Z 2 . . . . . . 18 CONSTRUCT 4" TH�CK PCC SIDEWALK PER CITY STD 1006 (WIDTH PER PLAN) A 1 111Nftt' Mm��_ ILIW 5AM MON wy W MEL 8 A014 A E ffi r-Okc B ASE L 1; 4 V MESA gz r_ TRANSMISSION N 0 T I C E LQ Q.O_N T,, [NOT USED] 0", 211637,1233 PIPELINES _RAST _OR [NOT USED] 909�357�6233 =2000' THE CONTRACTOR AGREES THAT HE SHALL ASSUIME SOLE AND COMPLETE RESPONSIBILIT),' FOR THE JOB SITE NATURAL GAS 9 alt CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFEl-y OF ALL PERSONS [NOT USED] 162,31 VALLEY BOULEVARD 909.3353508 AND PROPERTY, THAT THIS SHALL APPLY CONTINUDUSLY AND NOT BE L]MITED TO NORMAL WORKING HOURS, INSTALL STREET NAME SIGN PER CITY STD 4003 FONTANA, CA 92335 EA AND THAT `H-lE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER APN. 0240--021-- 1 1 EA 10 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFDRMANCE OF TELEPHONE VERIZON STEVE HOCK -1-2 13 �wmwmwwa iwmwwlo 16 17 GRIND 0.10 FT MIN, EXISTING LIMIT OF AC PAVEMENT PER PLAN OWNER/1)FE-VELOPER: CRESTWOOD CORPORATION POMONA, CA 91766 800.4815000 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO CABLE TELEVISION COMCAST JACK HAYES THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 1205 DUPONT AVENUE 909.3904738 X1205 PAVEM, ENT AND BLEND OVERLAY/AC PAVEMENT NEW PAVEMENT 510 WEST CITRUS EDGE STREET GLENDORA, CA 9174-0 (REMOVE ki EXISTING KEVIN KENT PAVEMEN 62M14-1943 J A CIVIL ENGINEER: ENCOMPASS ASSOCIATES, INC. D E X A P EXISTING PAVEMENT-- 5659 COUSINS PLACE RACHO CUCAMONGA, CA 91737 5 -A -W -C -UL AND -PAVEMENT JOIN D�TAIL MRON SKEERS 91 � 1100' 90��684�0093 0.5' 50 3,30 IT MR-RS-AVENE --:___TY_PlCAL___l_Q_4LRtW NJ TI N A --,m--EXfSTfNG STREET IMPROVEMENTS 021 NEER'S NOTICE �TO CONSTRUCTION NOTES UTILITY C0NTACT NUMAERS —T—CONST'RUCT __(L0,NT3A,,Cj0,,,R SANITARY SEWER AND CITY OF FONTANA �----,1249 o`—`�,EX10NG CONTOUR Q THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS STORM DRAINS 8353 SIERRA AVENUE FO,NTANA, CA 92335 909.350�6632 ARE OBTAINED BY A SSEARCH OF AVAILA'BLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO INDICATES EXISTING ELEVATION z EXISTING UTILITIES EXCEFr THOSE SHOWN ON TH-ESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE WATER FONTANA WATER COMPANY MICHAEL MCGRAW PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS, THE CONTRACTOR CONSTRUCT PCC CROSS GUTTER PER CITY STD. 403 (w=s') 8440 NUEVO AVENUE 909.8222201 FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUiTS OR STRUCTURES [NOT USED] FONTANA, CA 92335 RETAINING WALL SHOWN OR NOT SHOWN ON THESE DRAWINGS. [NOTUSED] GARDEN WALL 2 Q) ELECTRIC SOUTHERN CALIFORNIA EDISON 909,820,5598 UNDERGROUND CONSTRUCT 4" TH�CK PCC SIDEWALK PER CITY STD 1006 (WIDTH PER PLAN) 7951 REDWOOD AVENUE 909.875�51 00 TRANSMISSION N 0 T I C E LQ Q.O_N T,, [NOT USED] FONTANA, CA 92335 211637,1233 PIPELINES _RAST _OR [NOT USED] 909�357�6233 DISTRIBUTION THE CONTRACTOR AGREES THAT HE SHALL ASSUIME SOLE AND COMPLETE RESPONSIBILIT),' FOR THE JOB SITE NATURAL GAS SOUTHERN CALIFORN1A GAS CO RICKEY REYES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFEl-y OF ALL PERSONS [NOT USED] 162,31 VALLEY BOULEVARD 909.3353508 AND PROPERTY, THAT THIS SHALL APPLY CONTINUDUSLY AND NOT BE L]MITED TO NORMAL WORKING HOURS, INSTALL STREET NAME SIGN PER CITY STD 4003 FONTANA, CA 92335 EA AND THAT `H-lE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER INSTALL "Rl" STOP SIGN W/ LIMIT LINE AND STOP LEGEND 1 EA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFDRMANCE OF TELEPHONE VERIZON STEVE HOCK WORK ON TH6 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR INSTALL 5800 LUMEN HPSV STREET LIGHT PER CITY STD 404 (SCE #7) 1400 E PHILLIPS BLVD 9D9469�6327 THE ENGINEER, POMONA, CA 91766 800.4815000 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO CABLE TELEVISION COMCAST JACK HAYES THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 1205 DUPONT AVENUE 909.3904738 X1205 ONTAR10, CA 91761 (PAD=) INDICATES EXISTING ROUGH GRADE PAD ELEVATION Gl'� GARAGE FLOOR ELEVATION @ DRIVEWAY FL.. FLOW LINE F. F� FINISH FLOOR F.G. FINISH GRADE FL/HP FLOW LINE HIGH POINT F. S. FINISH SURFACE G3. GRADE BREAK I NV� INVERT T�C� TOP OF CURB 'TRW TOP OF RETAINING WALL IF CONSTRUCTION NOTES QTY —T—CONST'RUCT 6"" PCC CURB AND GUTTER PER "CITY STD 1000 1493 LF �----,1249 o`—`�,EX10NG CONTOUR Q CONSTRUCT 4" MIN. AC PAVEMENT OVER 12" MIN, 95% COMPACTED NATIVE MATEftL PER SOILS REPORT (SEE GENERAL. NOTE 31 29,894 SF AN D 32) INDICATES EXISTING ELEVATION z CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY STD. 1003 2 F -A INDICATES EXTRA DEPTH FOOTING CONSTRUCT PCC CROSS GUTTER PER CITY STD. 403 (w=s') 788 SF [NOT USED] RETAINING WALL z w [NOTUSED] GARDEN WALL 2 Q) CONSTRUCT DRIVEWAY APPROACH PER CITY STD 1002 (WIDTH PER PLAN) (EST). 2128 SF CONSTRUCT 4" TH�CK PCC SIDEWALK PER CITY STD 1006 (WIDTH PER PLAN) 7589 SF C9) [NOT USED] 010 ' [NOT USED] (D [NOT USED] 102 [NOT USED] Cl�:') INSTALL STREET NAME SIGN PER CITY STD 4003 4 EA 014- INSTALL "Rl" STOP SIGN W/ LIMIT LINE AND STOP LEGEND 1 EA [NOT USED] INSTALL 5800 LUMEN HPSV STREET LIGHT PER CITY STD 404 (SCE #7) 5 EA (PAD=) INDICATES EXISTING ROUGH GRADE PAD ELEVATION Gl'� GARAGE FLOOR ELEVATION @ DRIVEWAY FL.. FLOW LINE F. F� FINISH FLOOR F.G. FINISH GRADE FL/HP FLOW LINE HIGH POINT F. S. FINISH SURFACE G3. GRADE BREAK I NV� INVERT T�C� TOP OF CURB 'TRW TOP OF RETAINING WALL IF IUF U� � UHNU PCC PORTLAND CEMENT CONCRETE �----,1249 o`—`�,EX10NG CONTOUR 9 7.6 1 INDICATES PROPOSED ELEVATION (97.61) INDICATES EXISTING ELEVATION z SLOPE INDICATES EXTRA DEPTH FOOTING RETAINING WALL z w GARDEN WALL 2 w