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Home My WebLink About4322-1I ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECECATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN 13001<t�). ALL REFERENCE SPECIDcATIONS ANo STANt.)ARD's SHALL BE THE LATEST EDITION UNLESS OTHERWIS3E 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", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENIGNEER FOR RESOLUTION. 3, ALI- MATERIALS AND ME7HODS 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. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKiNG DAYS PRiOR 'TO THE SIART OF ANY WORK IN PUBUC RIGHT- -0E --WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610, 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. IT 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 fl-iAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THI',-- 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 ELEV00N 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 COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,, TELEPHONE, ELECTRIC, CABLE TELEViSION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALT'RANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEiR FACILITIES, 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS, 13. CURVE DATA REI -ERS 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 CONSTROCTION. 16, THE CONTRACTOR SHALL NOT D6TURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGiNEER. '17. REMOVAL AND REPLACEMEN1 OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A RE0TERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THiS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT' T0 TO MONUMENTS CAN BE ESTABUSHED FOR LATER REPLACEMENT OF THE MONUMENT. 1& THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT IANE SHALL BE MAINTAINED AT ALL TiMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROViDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT AI.L 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 THE RIGHT OF WAY DUR�NG CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY �NSPECTOR, 23. 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 LOCATION 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 LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTiL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED, 29. ALL UNDERGROUND UTILITIES 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 SECTIONS SHOWN ARE MINI'MUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENG,,IINEEli AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MXTERiAL FOR STRUCTURAL STREET SECT�ONS SHALL BE RECOMMENDED BY A GEOTECHN0L. REPORT AND SUBMITTED TO THE CITY 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 CONs"'rRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROt. DEVICES TO THE SATISFACTION OF' THE CITY TRAFF�C 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 THE CITY ENGINEER. STREET TRACT 18260 IMPROVEMENT PLANS LIMIT OF AC PAVEMENT PER PLAN ----NEW PAVEMENT (REMOVE ALL EXISTING PAVEMENT) EXISTING PAVEMENT_� -1 NDE X �MtA �,.P aA_WLC_U_,lL_&RD__?AVEM I JOlk-DE—TAl 100, w 0.5 20' C/L 2W T- ------ 2 " E N M L jWLA, Y- -.,.T,, � Y QA .jL.J64' N.T.& T.L --- 5�5 R'� N TIQE TO C0NT_kkCT ENQINEjL, Q.. WAR LITILITY CONTACT NUMBEF _,__ _Qff W ff Y—S E WERR A N D CITY OF FO—NTANA---- 'THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U11LITIES OR STRUCTU,,RES SHOWN ON THESE PLANS STORM DRAINS ---------- - ARE OBTAINED BY A SEARCH OF AVAltABLE RECOR-DS, TO THE BEST OF OUR 0MLEDGE, TH'5,RE ARE NO - ----- - E EXISTING 01LITIES EXCEPT TROSt SHOWN ON 'THESE, PLANS. THE CONTRAtTOR Is REQUI`RM, To TAKE DUt-, k FUNTANA WATER, COMPANY PRECALMONARY MEASUfM TO PWMT TME WMTY LM "WIN ON TRER ORWWS, Tll[ COMM CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY STD. 1003 '84 NUEVO ANTINLfE FURTHM ASSUMES ALL LIA81LITY AND R�SPONSI81LITY MR THE UTILIlY PIPES, CONDUITS oR s'rRUCTURtS 0 FONTANA, CA 92335 SHOWN OR NOT SHOWN ON THESE DRAWINGS. SF 05 CONSTRUCT LOCAL DEPRESSION PER CITY STD 3003 CASE A (SEE DR -AIL ON SHEET 4.) ELECTRIC SOUTHERN CAUFORNIA EDISON 06 CONSTRUCT CATCH BASIN PER CITY STD 3004 (SEE DETAIL ON SHEET 4) 7951 REDWOOD AVENUE NOTICE TEONIRAOL R � - Q_ C7) FGNTANA, CA 92335 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPO"'NSIBILITY FOR THE JOB SITE NATURAL GAS SOUTHERN CALIFORNIA GAS CO CONDITIONS DURING THE COURS'E OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF AL.L. PERSEONS 10,444 16231 VALLEY BOULEVARD AND PROPERTY, THAT THiS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURSP [NOT USED] FONTANA, CA 92335 AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIIFY, AND HOLD THE OWNER AND THE ENGINEER 100 [NOT USED] HARMLESS FROM ANY AND ALL UABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF TELEPHONE VERIZON WORK ON THIS PROJECT, EXCERTIN",G FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 213.637 �, 1233 1400 E PHILLIPS BLVD THE ENGINEER. [NOT USED -1 POWONA, CA 91766 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO CABLE TELEVISQN -6 5 6 ok womAmmWAU am, WAAW&OW& oft am asks ftmb� aft &Wmwm 4 2 s 1205 DUPONT AVENUE INSTALL "Rl" STOP SIGN W/ LIMIT LINE AND STOP LEGEND 1 13 C15� 12 11 10 9 106 INSTALL 5800 LUMEN HPSV STREET LIGHT PER CITY STD 404 (SCE #7) 5 EA ----,,1249 �,'�EXISTING CONTOUR 'T, 3 97.61 INDICATES PROPOSED ELEV00N '2 INDICATES EXISTING ELEVATION z STEVE HOCK �,E.E 5 909.469.6327 800.4815000 INDICATES EXTRA DEPTH FOOTING CL 14 I— JACK HAYES RETAINING WALL z X1205 ('sADnCKI IA/Al f w909.390�473,8 Rap -POO ...... ... .. WWWAM .7"00 Ile, 2 LOT, SH 'ET AFN 024 —021-05 H L 17 18 19 20 22 I OWN" GRIND 0.10 FT MIN. EXISTING ....... WA, PAVEMENT AND BLEND OVERLAY/AC PAVEMENT id '0240-021 'o APN ... 7-... 7 LZ LIMIT OF AC PAVEMENT PER PLAN ----NEW PAVEMENT (REMOVE ALL EXISTING PAVEMENT) EXISTING PAVEMENT_� -1 NDE X �MtA �,.P aA_WLC_U_,lL_&RD__?AVEM I JOlk-DE—TAl 100, w 0.5 20' C/L 2W T- ------ 2 " E N M L jWLA, Y- -.,.T,, � Y QA .jL.J64' N.T.& T.L --- 5�5 R'� N TIQE TO C0NT_kkCT ENQINEjL, Q.. WAR LITILITY CONTACT NUMBEF _,__ _Qff W ff Y—S E WERR A N D CITY OF FO—NTANA---- 'THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U11LITIES OR STRUCTU,,RES SHOWN ON THESE PLANS STORM DRAINS 8353 SIERRA AVENUE FONTANA, CA 92335 ARE OBTAINED BY A SEARCH OF AVAltABLE RECOR-DS, TO THE BEST OF OUR 0MLEDGE, TH'5,RE ARE NO SF EXISTING 01LITIES EXCEPT TROSt SHOWN ON 'THESE, PLANS. THE CONTRAtTOR Is REQUI`RM, To TAKE DUt-, WATER FUNTANA WATER, COMPANY PRECALMONARY MEASUfM TO PWMT TME WMTY LM "WIN ON TRER ORWWS, Tll[ COMM CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY STD. 1003 '84 NUEVO ANTINLfE FURTHM ASSUMES ALL LIA81LITY AND R�SPONSI81LITY MR THE UTILIlY PIPES, CONDUITS oR s'rRUCTURtS 0 FONTANA, CA 92335 SHOWN OR NOT SHOWN ON THESE DRAWINGS. SF 05 CONSTRUCT LOCAL DEPRESSION PER CITY STD 3003 CASE A (SEE DR -AIL ON SHEET 4.) ELECTRIC SOUTHERN CAUFORNIA EDISON 06 CONSTRUCT CATCH BASIN PER CITY STD 3004 (SEE DETAIL ON SHEET 4) 7951 REDWOOD AVENUE NOTICE TEONIRAOL R � - Q_ C7) FGNTANA, CA 92335 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPO"'NSIBILITY FOR THE JOB SITE NATURAL GAS SOUTHERN CALIFORNIA GAS CO CONDITIONS DURING THE COURS'E OR CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF AL.L. PERSEONS 10,444 16231 VALLEY BOULEVARD AND PROPERTY, THAT THiS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURSP [NOT USED] FONTANA, CA 92335 AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIIFY, AND HOLD THE OWNER AND THE ENGINEER 100 [NOT USED] HARMLESS FROM ANY AND ALL UABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF TELEPHONE VERIZON WORK ON THIS PROJECT, EXCERTIN",G FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 213.637 �, 1233 1400 E PHILLIPS BLVD THE ENGINEER. [NOT USED -1 POWONA, CA 91766 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO CABLE TELEVISQN COMCAST THE ENGINEER PRIOR TO THE C01MMENCEMENT OF WORK, EA 1205 DUPONT AVENUE INSTALL "Rl" STOP SIGN W/ LIMIT LINE AND STOP LEGEND 1 ONTARIO, CA 91761 I �E ........... s VICINITY MAP 1 "-2000' OWNER/DEVELOPER: CIVIL ENGINEER: CRESTWOOD CORPORATION 510 WEST CITRUS EDGE STREET GLENDORA, CA 91740 KEVIN KENT 62&9141943 ENCOMPASS ASSOCIATES, INC. 5699 COUSINS PLACE RANCHO CUCAMONGA, CA 9-1737 MRON SKEERS 9M684�0093 LEGEND CONSTRUCTION NOTES OTY INDICATES EXISTING ROUGH GRADE PAID ELEVATION CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD 1000 2078 LF G. F� CONSTRUCT 4" Mk AC PAVEMENT OVER 12" MIN. 95% COMPACTED NxrIVE MATERIAL PER SOILS REPORT (SEE GENERAL NOTE 31 40,520 SF AND 32) FLOW LI N E 03 CONSTRUCT PCC CURB RETURN ACCESS RAMP PER CITY STD. 1003 2 EA 0 CONSTRUCT PCC CROSS CUTTER PER CITY STD. 4,03 (W=8') 761 SF 05 CONSTRUCT LOCAL DEPRESSION PER CITY STD 3003 CASE A (SEE DR -AIL ON SHEET 4.) 2 EA 06 CONSTRUCT CATCH BASIN PER CITY STD 3004 (SEE DETAIL ON SHEET 4) 2 EA C7) CONSTRUCT DRIVEWAY APPROACH PER CITY STD 1002 (WIDTH PER PLAN) 2688 SF CONSTRUCT 4" THICK PCC SIDEWALK PER CITY STID 1006 (WIDTH PER PLAN) 10,444 SF 909�820.5598 [NOT USED] INV. INVERT 100 [NOT USED] TRANSMISSION T� C. Cl � [NOT USED] 213.637 �, 1233 PIPELINES 102 [NOT USED -1 909357�6233 DISTRIBUTION INSTALL STREET NAME SIGN PER CITY STD 4003 4 EA INSTALL "Rl" STOP SIGN W/ LIMIT LINE AND STOP LEGEND 1 EA C15� [NOT USED] PCC 106 INSTALL 5800 LUMEN HPSV STREET LIGHT PER CITY STD 404 (SCE #7) 5 EA LEGEND (PAD=) INDICATES EXISTING ROUGH GRADE PAID ELEVATION 909�350.6,632 G. F� GARAGE FLOOR ELEVAJ"ION @ DRIVEWAY FL. FLOW LI N E F. F. FINISH FLOOR MICHAEL MGMAW F.G. FINISH GRADE 9M,8212,201 FL/H P FLOW LINE HIGH POINT F. S. FINISH SURFACE G.13� GRADE BREAK 909�820.5598 UNDERGROUND INV. INVERT 909�875�51 00 TRANSMISSION T� C. TOP OF CURB 213.637 �, 1233 PIPELINES TRW TOP OF RETAINING WALL 909357�6233 DISTRIBUTION TF TOP OF FOOTING RICKEY REYES PCC PORTLAND CEMENT CONCRETE 9093353508 ----,,1249 �,'�EXISTING CONTOUR 97.61 INDICATES PROPOSED ELEV00N (97.61) INDICATES EXISTING ELEVATION z STEVE HOCK SLOPE 5 909.469.6327 800.4815000 INDICATES EXTRA DEPTH FOOTING CL I— JACK HAYES RETAINING WALL z X1205 ('sADnCKI IA/Al f w909.390�473,8 Rap