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HomeMy WebLinkAbout4127-1�-LJ 25 SANITARY SEWER, LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL, TYPE VITRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF' THE ASTM DESIG�NATION C700 FOR V.C.P. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27 SHORT VCP 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 1,MPLY CORRECTNESS OF ELEVATIONS OR LOCATiONS SHOWN ON THE PLANS. 29 ALL. 4 14 HOUSE LATERALS SHALL BE INS"T'ALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30 TERM�NATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT W�I-H A PLUG '12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, TI -IE LATERAL SHALL. TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTilLITY EASEMENT. 31 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT' THE LOCATION OF THE SEWER LATERAL, 32 IF EXISTING UTILITIES OR ANY OTHER FAC�LITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33 NO CONCRETE SHALL BE PLACED UN-rIL 'THE FORMS AND RONFORCING STEEL, HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 A[,, -,L UNDERGROUND UTILITIES SHALL BE INS-17ALLED, -rESTED AND APPROVED PRIOR TO PAVING OF s,rREETS. 35 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY TFIE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37 UPON COMPLETION OF' CONSTRUCTION, CONTRACTOR SHALL 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. iNQEx.aami 1 � T1, TLE SI -1 E E T 2. SEWER PLAN ALDER AVE & SUNNYDALE PL,. TABLE.- 200-1,2(A) SIEVE SIZE PERCENTAGE UTILITY NOTIFICATION LIST. PASSING SIEVES 11/2 < Al"N: ARGINIA BECKER RAMONA AVE 3/4 100 1/2 90 --loo 3/8 20-60 N 0. 4 0 — 15 NO. 8 0-5 ASTM C 131 'TEST B GRADING nflAA SHEET 2 PAR. 2 P.M. 124/56-57 C 0% ITY OF F mm'"� UTILITY NOTIFICATION LIST. CITY OF FONTANA BAESELINE < RD < Al"N: ARGINIA BECKER RAMONA AVE 3939 E.CGRONADO SIREET (909) 350-6632 ANAHEIM, CA 92807 (714) 666-5467 SO. CALIFORNIA GAS COMPANY ATTN: GREG GASPAR Sl TE 16231, VALLEY BLVD. COMCAST (CABLE TV) < Lz ATTN: JACK HAYES nflAA —^�& :-E -J —800-227-2600 < A PUBLIC SERVICE BY UNDERGROUND MILLER RE —L YI.CINITY MAP SHEET 2 PAR. 2 P.M. 124/56-57 C 0% ITY OF FONTANA UTILITY NOTIFICATION LIST. CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE Al"N: ARGINIA BECKER FONTANA, CA 92335 3939 E.CGRONADO SIREET (909) 350-6632 ANAHEIM, CA 92807 (714) 666-5467 SO. CALIFORNIA GAS COMPANY ATTN: GREG GASPAR DAYS BEFDRE 16231, VALLEY BLVD. COMCAST (CABLE TV) (909) 428-8411 ATTN: JACK HAYES nflAA —^�& [�EV190N DESCRIP"fl DA -1E I ENG[\I'l (-l-ry' DIAL TWO WORKING BEFORE DAYS BEFDRE YOU DIG YOU DIG i TOLL FREE —800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT — RE —L [�EV190N DESCRIP"fl DA -1E I ENG[\I'l (-l-ry'