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Home My WebLink About3625-1EMMA-'! III 1. ALL WORK SH -ALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORDS CONSTRUCTION ("'GREEN SOON") 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 AA 88 "GREEN BOOK," THE CONTRACT SHALL IMMEDIATELY REPORT SAID O CONFLICT TO THE CITY ENGINEER FOR RESOLUTION, 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE .:CITY OF FONTANA COMMUNITY Y T DEVELOPMENT DEPARTMENT" EN,GI,NEER[NG DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION 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) 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 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 FORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, i. ma 23, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO LATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET DOWNSTREAM MANHOLE SEE CITY OF FROM THE DONS FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT, 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT WITH COMPRESSION JOINT OR BAND SEAL TYPE VITRIFIED CLAY PIPE(V.C.P.) EXTRA STRENGTH CLASS CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION 0700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT: D PRI . SHALL APP, THE CITY ENGINEER. ROYAL OF 27. SHORT V.C.P. STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28, PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2 MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, 30. TERMINATE ALL 4"A HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 1A BELOW THE GROUND SURFACE, WHEN PUBLIC UTILITY EASEMENTS EXIST NEST TO THE STREET DIGHT OF WAY THE LATERAL SHALL TERMINATE NATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT, 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED, 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES" CLEANOUT FRAMES, COVERS AND VALVE BONES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR S , LL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES To THE SATISFACTION OF THE CITY TRAFFIC ENGINEER, 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 39, SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREOF AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. NOTEG TRENCH REPAIR AN;D BEDDING PER CITY OF FONTANA STD. DETAIL 131. (D --CONSTRUCT 0a25m [10"] VCP SEWER MAIN PER CITY OF FONTANA SPECIFICATIONS (EXTRA STRENGTH PIPE WITH COMPRESSION JOINT). O -CONSTRUCT C.01 [B"1 VCP SEWER MAIN PER CITY OF FONTANA SPECIFICATIONS (EXTRA STRENGTH PIPE WITH COMPRESSION JOINT). (2) --CONSTRUCT 0.15m 6"" VCP HOUSE LATERAL PER CITY OF FONTANA � � STD. DETAIL 125, 125A, AND 125Ba G> -CONSTRUCT 1,50m [5.00"] DIA. SEWER MANHOLE PER CITY OF FONTANA STD, DETAIL 112 MODIFIED AND STD, DETAIL 109. SAND FILL Y ....• ANNULAR SPACE 'x 1 ,2511'1°1 0 VCP BELL 0.61 .009m THICK DETAIL 99A99 ,CASING DETAIL k CONSTRUCT 1.20m [4.0.0"] DIA. SEWER MANHOLE PER CITY OF CL FONTANA STD. DETAIL 112 AND STD. DETAIL 109. MANHOLE 6 JOIN EXISTING SEWER MANHOLE, RECONSTRUCT BASE PER CITY OF EX FONTANA STD. DETAIL 114. S f d (Z) -CONSTRUCT 0,61m [2,00"] STEEL CASING PER DETAIL 'AAAA HEREON. 8 CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY OF FONTANA STD. t� DETAIL 126, (�)_REMOVE INTERFERING PORTIONS OF THE EXISTING CONCRETE CULVERT. (ABANDONED) SAND FILL Y ....• ANNULAR SPACE 'x 1 ,2511'1°1 0 VCP BELL 0.61 .009m THICK DETAIL 99A99 ,CASING DETAIL k NOTES: 1. CASING SHALL BE INSTALLED BY THE DRY BORING AND/OR THE JACKING OR BOEING METHOD. 2, CASING JOINTS SHALL BE WELDED JOINTS, 3, PIPE SHALL BE SPACED TO PROVIDE A COUPLING WITHIN ONE FOOT OF END OF STEEL CASING. 4. REDWOOD SKIDS SHALL BE PROVIDED AS PER DETAIL ABOVE. 5, SEAL BOTH ENDS OF CASING WITH MORTAR. . CARRIER PIPE SHALL BE AIR PRESSURE TESTED PRIOR TO FILLING CASING WITH SAND 7. PIPE CASING TO BE FILLED WITH AIR -BLOWN SAND. 8. UPSTEAM & DOWNSTREAM ELEVATION SHALL BE VERIFIED PRIOR TO FILLING CASING . SHORING METHOD IN ACCORDANCE WITH CAL -OSHA STANDARDS, SEWER LINE SEWER LINE ------ PER OTHER SHEET SEWER LINE - PER OTHER PLANS EX SEWER LINE ---E-X- Sr - STORM DRAIN LINE WATER ---- E1ER MANHOLE 0 DIRECTION OF FLOW - RIGHT OF 'SAY -- mgwikl Millb 11 11111tAND EMPIRE. 6075 KIMBELL AVENUE CHINO, CA 91710 xTTN: TAGHI M0NZAVI (909) 993-1600 BEGIN CURVE EC END CURVE CL CENTER LINE MH MANHOLE INT KILOMETER POST RW Toweepo EX EXISTING S f d SD STORM DRAIN LINE W WATER LINE ST_ C _ F1+00 1 +0O t� NOTES: 1. CASING SHALL BE INSTALLED BY THE DRY BORING AND/OR THE JACKING OR BOEING METHOD. 2, CASING JOINTS SHALL BE WELDED JOINTS, 3, PIPE SHALL BE SPACED TO PROVIDE A COUPLING WITHIN ONE FOOT OF END OF STEEL CASING. 4. REDWOOD SKIDS SHALL BE PROVIDED AS PER DETAIL ABOVE. 5, SEAL BOTH ENDS OF CASING WITH MORTAR. . CARRIER PIPE SHALL BE AIR PRESSURE TESTED PRIOR TO FILLING CASING WITH SAND 7. PIPE CASING TO BE FILLED WITH AIR -BLOWN SAND. 8. UPSTEAM & DOWNSTREAM ELEVATION SHALL BE VERIFIED PRIOR TO FILLING CASING . SHORING METHOD IN ACCORDANCE WITH CAL -OSHA STANDARDS, SEWER LINE SEWER LINE ------ PER OTHER SHEET SEWER LINE - PER OTHER PLANS EX SEWER LINE ---E-X- Sr - STORM DRAIN LINE WATER ---- E1ER MANHOLE 0 DIRECTION OF FLOW - RIGHT OF 'SAY -- mgwikl Millb 11 11111tAND EMPIRE. 6075 KIMBELL AVENUE CHINO, CA 91710 xTTN: TAGHI M0NZAVI (909) 993-1600 BC BEGIN CURVE EC END CURVE CL CENTER LINE MH MANHOLE INT INTERSECTION RW RIGHT OF WAY EX EXISTING S f d SD STORM DRAIN LINE W WATER LINE ST_ x _ F1+00 1 +0O SEWER STATION a BC BEGIN CURVE EC END CURVE CL CENTER LINE MH MANHOLE INT INTERSECTION RW RIGHT OF WAY EX EXISTING S SEWER LINE SD STORM DRAIN LINE W WATER LINE ST_ STREET STATION _ F1+00 1 +0O SEWER STATION CUCAMONGA COUNTY WATER DISTRICT 10440 ASHF. RANCHO a O e CA 91730 x was. 987-2591 Llel C a i f TOLL FRE"_ I am 422 4133 y -INDEX MAP LEGEND 0 N.T.S. DIRECTION OF FLOW _ UNDER TH E SUA.ERVISIONOF:DATE: KED BY 'R HEMLOCK C, \ } 40 @@{/��` p} }} : MAY k MMM tM ROGM!"t ®�.