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Home My WebLink About2906-10 c� Notes 5,510 TONS 1. ALL WOFW SI ALL BE N ACCORDANCE WITH THESE PLANS, THE 26: ALL EXPOSEQ CONCRETE SURFACES SHALL CONFORM IN GRADE, 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS L.F. COLOR AND FINISH TO MATCH EXISTING CONCRETE. CONSTRUCT 8" PCC CURB ONLY PER C{TY STD. ti11MG. NO. 1063 AND THE STANDARD SPECRFICATIEWS FOR PUBLIC WORKS L.F. (D -CONSTRUCT CATCH BASIN PER APWA STD. DWG. NO. 300-2 CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF EXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE AND STANDARDS SFh4d-L BE THE LATEST EDITION UNLESS OTHERWISE L.F. THE CURD kT THE LOCATION OF THE SEWER LATERAL. GRIND EXISTING A.C. PAVEMENT (MINIMUM 0.1' THICKNESS) NOTED. S. F. CONSTRUCT AC OVERLAY (MINIMUM 0.1' THICKNESS) 22 TONS- 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS- AND REINFORCING 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT &-ADJUST STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 5 DOCUMENTS THAT CAN NOT BE RESOLVED BY "r. r"_.-LICE_.TO 0 --REMOVE EXISTING STREET LIGHT AND SALVAGE TO CITY YARD- 5 PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND AS REWD SHALL I MEDfATELY REPORT SAID CONFLICT TO THE CITY ENGINEER BE REMOVED APPROVED PRIOR TO PAVING OF STREETS. O -REMOVE FOR RESOLUTION. 43,047 S. F. 14 CONSTRUCT LOCAL DEPRESSION PER APWA STD NO.313-1, AS SHOWN ON SHEET 4 3G. APPROVED SOIL STERILANT IS REQUIRED UNDER- ALL NEW ASPHALT 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL Of THE PAVEMENT PRIOR TO PLACEMENT. �_INSTALL CITY ENGINEER. 11 EA. 16 REMOVE EXISTING BARRICADE 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT 4. CONSTRUCTtOtt PERMS SHALL BE 08TAtNED FRW THE CITY OF 845 TO REVISION AND APPROVAL OF THE CITY ENGINEER- AS DETERMINED 011MALL FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 4 BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 9 INSPECTION ATI -ON SHALL BE REQUESTED AT LEAST TWO 1 EA. WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 32. ACTUAL THICKNESS Of A.C. PAVEMENT AND/OR BASE COURSE MATERt L 20CONSTRUCT RfGHT-OF-WAY WffHtN THE CITY LIMITS. CALL (909) 35U-7610: 470 LF FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A (LEAVE 12w OPENINGS O 20 O.C. FOR DRAINAGE) GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL EA. FOR APPROVAL UPON- COMPLETION OF ROUGH GRADING. CONCRETE CONE 180' SO THAT THE MANHOLE FRAME AND COVER DOES NOT POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. INTERFERE WITH THE PROPOSED CURB FACE. REMOVE EXISTING STEPS IN SHAFT. MANUAL' f LATEST EDMON UNLESS OTHERWISE DIRECTED BY THE 33. ALL HOLES, CLEANOUT fRAM€S, COVERS Atm VALVE BOXES 2" PVC-SCH. 40 (WHITE) IRRIGATION SLEEVE CITY TRAFFIC ENGINEER. L.F. SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR INSTALL 6" P'V'C-SCH. 40 (WHITE) IRRIGATION SLEEVE_ 6d L.F_ UPON COMPLETION- OF PAVING. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN EA, SALVAGE EXISTING DEBRIS RACK. BARRICADES; D L[NEATORS OR- OTHER TRAFFIC CONTROL AT ALL TIMES. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE 2" STEEL GALVANIZED CONDUIT 2569 L.F. ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC T. THE CONTRACTOR- SHALL OBTAIN A PERMIT TO- PERFOR W EXCAVATKW EA. CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGWER. OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION �. THE WALLS ANU FACE'S OF ALL EXCAVATIONS TRAN- FIVE TO THE SATISFACTION OF THE CITY ENGINEER. FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND- OR- OTHER- APPROVED MEANS PURSUANT TO THE REQUIREMENTS 36. AS=BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TQ OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEM TO THE CITY ENGINEER. THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 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 PEEX � MAP EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT TITLE PAGE_ SHEET 1 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. PLAN & PROFILE STA. 50+00 - 63+00 SHEET 2 PLAN & PROFILE STA. 63+00 - 73+3669 SHAT 3_ 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL DETAILS 8+E STORM DRAIN PROFILE SHEET 4 UTILITY COMPANIES INCLUDING BUT NOT LIMITED T0, GAS, SIGNING 8t STRIPING PLAN .SHEET TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, DETOUR -STAGE I SHEET 6 LANIDSCAPE IRRIGATION,, DOMESTIC WATER,, RECLAIMED WATER, SEWER, DETOUR -STAGE it SHEET 7 STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY DETOUR -STAGE III SHEET 8 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. DONTRAG`TQR SHALL._ COORDINATE WITH THE_ APPROPRIATE WATER COMPANY FOR VALVE OPERATION AN WATER REQU IR.E.t�lEN1TS_ CITY OF FONTANA, UTILITY NOT! FI OATI O N LIST 13. CURVE- DATA REFERS. TO THE. FACE OF CURB. CITY OF FONTANA PACIFIC BELL CO. 14. STATIONING REFERS TO THE CENTERLINE, OF STREETS EXCEPT ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER WHERE OTHERWISE NOTED. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA. 92335 ANAHEIM, CA. 92807 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE (909) 350-6632 (714) 666-5467 EI�NEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORD TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT FOR THE PRESERVATtC1Al OF BENCHMARKS AND CONSTRUCTION ATTN: DENNIS FREEMAN (800) 227-2600 CONTROL STAKING DURING CONSTRUCTION. 1981 W. LUGONIA AVENUE REDLANDS, CA. 92374 COMCAST ( CABLE TV ) 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, (909) 335-7547 ATTN: JACK HAYES M0WA4ENT TIES OR gE WITH= PRS NGTRFW. AT"_ TQ EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. THE CITY ENGINEER. ONTARIO, CA. 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING 300 N. PEPPER AVENUE SURVEY MONUMENTS, MOWAAENT TIES AND BENCHMARKS, SHALL BE DONE RIALTO, CA. 92376 GENERAL E_ COMPANY BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 909 820-5598 - UNDERGROUND ATTN: STEVE HOCK SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF 909 875-5100_ - TRANSMISSION 14GO E_ PHILIPS_ BLVD. THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL 213 637-1233 - PIPELINES ONTARIO, CA. 91766 NOTIFY THE ENGWEER- ONE WEEK PRIOR TO CONSTRUCTION SO 909 357-6223 - DISTRIBUTION (800)_ 422-4133 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER 800 422-4133 tt I�EI��►CEIrIEPN' OF THEMONUMENT.FONTANA WATER COMPANY - CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. MGGRAW I& THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVENUE AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL (619) 868-6040 FONTANA CA. 92235 BE MAINTAINED AT ALL TIMES IN- THE CLOSURE AREA FOR (909) 822-2201 RESIDENTS AND EMERGENCY VEHICLES. FAX: (909) 823-5049 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, MNCLUDIiNG ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAII+IED WEND VELOCITIES EXCEED 25 MILES PER HGUR. CUT: 1,840 C.Y. 2,1. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, FILL: 680 C.Y. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY AI'1JACENT TO THE RIGHT-017-111i'AY f3tMM- CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR: LEGEND 73. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTOC INDICATES PROPOSED A.C. PAVEMENT FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION- OF THE WORK UNTIL THE S13ECfiFRETY MJDtCATES REMOVE EXISTING A.C. PAVEMENT DENSITY IS OBTAINED. INDICATES GRIND EXISTING A.C. PAVEMENT 24: CARE SHOULD BE' TAKEN TO PREVENT GRADES, DITCHES, AND SWALES - INDICATES CENTERLINE FROM UNDERMINING STREET I . U�OIV INSPECTION OF THE - - - - INDICATES RIGHT-OF-WAY LINE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE - - - - INDICATES EXISTING IMPROVEMENTS SWALES ENTERRNC OR LEAVING -0=}---- INDICATES EXISTING CONTOUR LINE 25. THE FINAL LOCATION- AND WIDTH OF DRIVEWAY APPROACH APRON SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL u v 0 i CITY OF FONTANA STREET IMPROVEMENT PLANS BASELINE AVENUE NE*X MAP SCALE: 1 "=1000' NORTH SOUTH R/W CIL R/w 126 VARIES F 2:1 MAX I EXIST. GROUND� MIN_ 1' MIN. 2.007 10' 14 ii N 43' i .�-- EXIST. CURB & EXIST. MEDIAN I GUTTER > CURB TO BE � REAA01lEO EXIST. S.W. 12 PROPOSED RR R.O.W. 2'XLA � 0 � Z Li I PORTIONS OF EXIST. A.C. PORTIONS OF EXIST. A.C. TO BE REPLACED go TO REMAIN IN PLACE TYPICAL SECTION BASELINE AVENUE -128' Nluw NT8 s zwow NTANA 0 -CONSTRUCT 6.5" A-4 PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE 5,510 TONS ( See generol not" 31 &32) �2 ---CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 2,171 L.F. SCALE: 1 "=1000' CONSTRUCT 8" PCC CURB ONLY PER C{TY STD. ti11MG. NO. 1063 3,480 L.F. (D -CONSTRUCT CATCH BASIN PER APWA STD. DWG. NO. 300-2 2 EA. (D-SAWCUT EXISTING AC PAVEMENT TO CLEAN STRAIGHT LINE 2,483 L.F. .- GRIND EXISTING A.C. PAVEMENT (MINIMUM 0.1' THICKNESS) 2,850 S. F. CONSTRUCT AC OVERLAY (MINIMUM 0.1' THICKNESS) 22 TONS- -ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 5 EA. &-ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. N0: 130 - 5 EA. 0 --REMOVE EXISTING STREET LIGHT AND SALVAGE TO CITY YARD- 5 FA &_PROTECT IN PLACE AS REWD 0 -TO BE REMOVED AS REO D O -REMOVE EXISTING A.C. PAVEMENT 43,047 S. F. 14 CONSTRUCT LOCAL DEPRESSION PER APWA STD NO.313-1, AS SHOWN ON SHEET 4 2 EA. (SSE PLAN FOR CASE TYPE) �_INSTALL STREET LIGHT 22,000 LUMEN PER CITY STD. PLAN NO. 1016 11 EA. 16 REMOVE EXISTING BARRICADE 1 EA, CONSTRUCT CONCRETE SIDEWALK PER CITY STD. DWG NO. 1001 845 S.F. 011MALL 24" RCP -1500D 4 L.F. 9 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 334-1, CASE 3 1 EA. AS SHOWN ON SHEET 4 20CONSTRUCT 6" AC BERM PER CITY STD. DWG NO. 136, 470 LF (LEAVE 12w OPENINGS O 20 O.C. FOR DRAINAGE) 0__REMOVE & REPLACE EXISTING MANHOLE SHAFT. ROTATE THE ECCENTRIC PRECAST 1 EA. CONCRETE CONE 180' SO THAT THE MANHOLE FRAME AND COVER DOES NOT INTERFERE WITH THE PROPOSED CURB FACE. REMOVE EXISTING STEPS IN SHAFT. @-INSTALL 2" PVC-SCH. 40 (WHITE) IRRIGATION SLEEVE 66 L.F. INSTALL 6" P'V'C-SCH. 40 (WHITE) IRRIGATION SLEEVE_ 6d L.F_ 24 INSTALL 1.3 L.F. OF 36" C.M.P. 16 GAUGE -CONNECT TO EXISTING 36" C.M.P. 1 EA, SALVAGE EXISTING DEBRIS RACK. 0 --INSTALL 2" STEEL GALVANIZED CONDUIT 2569 L.F. @�- INSTALL # 6 PULL BOX t t EA. Filenamr. M:\DWG\14902\STREETS\WEST-CHERRY\StOl.dwg