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Home My WebLink About5095-1i A STANDARD A! ! 7NS, THE ACCORDANCE1. ALL WORK SHALL BE IN CONTRACT PROVISIONS A LATESTND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CGREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE ......... OTHERWISENOTED. ........I D..... 2. WHEN A TECHNICAL CONFLICT IS FOUN ,,'-TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED B il Y REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOKn, THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS !'J #,', ARE SUBJECT APPROVAL !!!#,, ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE A PRIOR w !. IMPLEMENTING CONSTRUCTION5. PERMITS SHALL BE OBTAINED • FONTA { DEVELOPMENT j DEPARTMENT, • ENGINEERING PRIOR TO THE START OF ANY W. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST WORKING DAYS PRIOR !. ! * THE START ANY WORK IN PUBLIC RIGHT—OF—WAY WITHIN THE CITY LIMITS. CALL 0350-7610. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES METHODS AND PROCEDURES !i ! : !! STATE i CALIFORNIA ii. MANUAL OF TRAFFIC CONTROLS, LATEST NON—METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7. IT SHALL BE BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 8. 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. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND i ! ! RIGHT 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 FOR GROUND MOVEMENT EXISTS. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC T WAY WITHOUT OBTAINING { SEPARATE A! A ! • J PURPOSE ! ! 3 • w,,,, ! A # • ! A ! A J m 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE C17Y ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL CORRECTNESS ELEVATIONS ',, O• LOCATIONS O',, PLANS. ' OR {NY OTHER FACILITIES IMPROVEMENTS, THE NTRACTOR SHALL NOTIFY THE ENGINEER i # yLL iFFECTED 1 PROPOSED /GENCIES IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. #i ALL UNDERGROUND j SHALL INSTALLED, AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED l,, ! • !IL • 3 REQUIRED UNDER i ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, ,•{ COVERS .• tND VALVE SHALL BE RAISED TO FINISHED GRADE BY THE PAVING COMPLETION OF !iTHE CITY CONTRACTOR ENGINEER.32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO REINFORCING34. MINIMUM D—LOAD FOR ALL RCP IS 1350. 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-112- OVER THE i PER SECON ► !; D. THE j CONCRETE DESIGN STRENGTH REACHES SHALL BE !. IT FOR VELIES EXCEEDING 20 FEET PER SECOND AND FC=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER -SECOND. lip UNAUTHORIZED , CHANCES AND THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR,, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS ....i BE WRITING A......... BE APPROVED !l....,lO! !Y THE ! • l......A ! •. OF PLANS. A.. 1 • t ► t e r r r A A i A w w ILlot:r : CITY OF FONTANA- RL . ffw� 01 PREPARED FOR: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 `' auo-jF �ryr. a i�,Gs f 4J�'"F"•J (PINESHEff INDEX SHEET I TITLE SHEET SHEET 2 LINE A SHEET 3 LINE A & B ( PINE LEAF AVE. & HALLOW ROOT STREET) SHEET 4 WQMP LOW FLOW SYSTEM THE BASIS 1 BEARINGS 3 BASED CENTERLINE AVENUEOF SUMMIT AS SHOWN ON RECORD :! SURVEY, RECORDED IN BOOK 35, PAGE +► !• 1. BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER • NORTH 7 HIGHLAND, ■ 0.2 MI WEST OF SAN SEVAINE • .. SIERRA ! i A ELEVATION:#0• VICINITY MAP so THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS WQUANTITIESAND BID 1..... COMPLETEl.. CONSTRUCTION NOTES ESTIMATED � tO—INSTALL y 135 LF Q)—INSTALL 36" RCP (D—LOAD PER PROFILE) 766 LF A i ! ! •` 1 EA 4a—CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3011 3 EA 5O—CONSTRUCT 7! ! ! 1 EA 60 --CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH AS SHOWN ON PLAN) q EA 7o --CONSTRUCT HEADWALL WING TYPE PER CITY STD. 3020 2 EA 80 --CONSTRUCT TRASH RACK (CASE C) PER CITY STD. 3021 2 EA 9o -INSTALL RIP—RAP PER CALLOUT SHOWN ON PLAN 210 CF 10 CONSTRUCT GUNITE SPILLWAY PER DETAIL ON SHEET 4 2 SF i • ! y • A,,. i i ! I Eq 12 INSTALL 12" PVC PIPE SDR -35 424 LF 13 INSTALL NYLOPLAST 12" STANDARD TRAFFIC GRATE ASSEMBLY (OR APPROVED EQUAL) _ 8 Eq 14 INSTALL NYLOPLAST 12" DRAIN BASIN (OR APPROVED EQUAL) 8 w w 15 INSTALL NYLOPLAST 2' x 3' GRATE INLET (OR APPROVED EQUAL) 2 Eq 16 INSTALL NYLOPLAST 2' x 3' DRAIN BASIN (OR APPROVED EQUAL) 2 Eq CLASS 11 AGGREGATE BASE ALL TRENCHES OR GREATER IN DEPTH USE 112M CRUSHED STONE tr s-��?° b 'gi.pp:,° ..r ♦ • gw r �JS � r.�.re°. ta..CL UjCL • LESS THAN 100 FEET IN A A : ! i i i k A j • NOTE ! i ■y ! �! alt uij........ • A !• i� �.. A!■ ::. �.I � �. • COMPACTION SHALL BE 90% IN ALL ZONES AIN oil 11"Wel-11101 UNAUTHORIZED , CHANCES AND THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR,, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS ....i BE WRITING A......... BE APPROVED !l....,lO! !Y THE ! • l......A ! •. OF PLANS. A.. 1 • t ► t e r r r A A i A w w ILlot:r : CITY OF FONTANA- RL . ffw� 01 PREPARED FOR: LENNAR 980 MONTECITO DRIVE, SUITE 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 `' auo-jF �ryr. a i�,Gs f 4J�'"F"•J (PINESHEff INDEX SHEET I TITLE SHEET SHEET 2 LINE A SHEET 3 LINE A & B ( PINE LEAF AVE. & HALLOW ROOT STREET) SHEET 4 WQMP LOW FLOW SYSTEM THE BASIS 1 BEARINGS 3 BASED CENTERLINE AVENUEOF SUMMIT AS SHOWN ON RECORD :! SURVEY, RECORDED IN BOOK 35, PAGE +► !• 1. BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER • NORTH 7 HIGHLAND, ■ 0.2 MI WEST OF SAN SEVAINE • .. SIERRA ! i A ELEVATION:#0• VICINITY MAP so THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS WQUANTITIESAND BID 1..... COMPLETEl.. CONSTRUCTION NOTES ESTIMATED QUANTITIES tO—INSTALL 24" RCP (D—LOAD PER PROFILE) 135 LF Q)—INSTALL 36" RCP (D—LOAD PER PROFILE) 766 LF 3O—CONSTRUCT JUNCTION STRUCTURE PER CITY STD. 3009 1 EA 4a—CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3011 3 EA 5O—CONSTRUCT MANHOLE PER CITY STD. 3012 1 EA 60 --CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH AS SHOWN ON PLAN) q EA 7o --CONSTRUCT HEADWALL WING TYPE PER CITY STD. 3020 2 EA 80 --CONSTRUCT TRASH RACK (CASE C) PER CITY STD. 3021 2 EA 9o -INSTALL RIP—RAP PER CALLOUT SHOWN ON PLAN 210 CF 10 CONSTRUCT GUNITE SPILLWAY PER DETAIL ON SHEET 4 2 SF 11 REMOVE DOUBLE BRICK &MORTAR BULKHEAD I Eq 12 INSTALL 12" PVC PIPE SDR -35 424 LF 13 INSTALL NYLOPLAST 12" STANDARD TRAFFIC GRATE ASSEMBLY (OR APPROVED EQUAL) _ 8 Eq 14 INSTALL NYLOPLAST 12" DRAIN BASIN (OR APPROVED EQUAL) 8 Eq 15 INSTALL NYLOPLAST 2' x 3' GRATE INLET (OR APPROVED EQUAL) 2 Eq 16 INSTALL NYLOPLAST 2' x 3' DRAIN BASIN (OR APPROVED EQUAL) 2 Eq { l A #INIIIN ei 1 Prepared ALLARD ENGINEERING Civil Engineering_ Surveying - Land Planning 16866 SevilleAvenue California - -- 1795M Rayrf6ld R. Allard, s (airs 3/31/2016) NOT TO SCALE M rCITY F ruNTANA LA RNIA ONRM DRAIN IMPROVEMENT PLAN :: SID! M !DRAWN 3 • ! SCALE: 79086 _ A AS NOTED NO* 17165 DESIGNED BY: DATE: Exp. # RRA ! A !1 ! !. DWING CHECKED 71- A i Filename: 1:\LennoHomes— 03\Tract 17165 30acs\DWGs\A i• '•{ rr r SIZE 907o COMPACTED NATIVE NATIVE SOIL BACKFILL 6" MAX SIZE COMPACTED 95% ORA 1EQUA SHORING 6" MIN. f ♦\ BEDDING FROM SELECTED NOTES - SIZE)GRANULAR TRENCH SIDE MATERIAL (1" MAX r1. TRENCH WIDTH SHALL BE CONTROLLED .�TO TOP OF PIPE ZONE ^ Yq yym„�:y fei rr mr•I"% Y. •e r • CN »�J"rjt , J„'' LU 9 TRENCH DEPTHS OF GREATER THAN ' GRANULAR BEDDING FROM SELECTED � ,gy ! +�'N'r My°L+°mrtt° a+.y Pej- t`"e°+r,4r"�, �MSHALL HAVE ADEQUATE SHORING TRENCH SIDE MATERIAL FOR i ", °.. �» s \ ° � wx CLASS 11 AGGREGATE BASE ALL TRENCHES OR GREATER IN DEPTH USE 112M CRUSHED STONE tr s-��?° b 'gi.pp:,° ..r ♦ • gw r �JS � r.�.re°. ta..CL UjCL • LESS THAN 100 FEET IN • NOTE ® • COMPACTION SHALL BE 90% IN ALL ZONES STORM DRAINUNLESS OTHERWISESPECIFIED. SHALL CONFORM TO CAL—OSHA REQUIREMENTS Prepared ALLARD ENGINEERING Civil Engineering_ Surveying - Land Planning 16866 SevilleAvenue California - -- 1795M Rayrf6ld R. Allard, s (airs 3/31/2016) NOT TO SCALE M rCITY F ruNTANA LA RNIA ONRM DRAIN IMPROVEMENT PLAN :: SID! M !DRAWN 3 • ! SCALE: 79086 _ A AS NOTED NO* 17165 DESIGNED BY: DATE: Exp. # RRA ! A !1 ! !. DWING CHECKED 71- A i Filename: 1:\LennoHomes— 03\Tract 17165 30acs\DWGs\A i• '•{ rr