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TYPICAL SECTION NUMBERING SYSTEM: <br />1 DWG C-9 (WHERE THE SECTION IS TAKEN) <br />A ��SICTION NUMBER <br />aD <br />_DRAWING SHEET <br />NUMBER ON <br />WHICH <br />SECTION APPEARS <br />2 On C-10 (WERE TIRE SECTION APPEARS). <br />SECTIO�� —SECTION NUMBER <br />-9 <br />w—NUMBEG R SHEET <br />NUMBER FROM WHICH <br />SECTION WAS TAKEN <br />3 IF SECTION APPEARS ON THE SAME DWG IT IS <br />TAKEN FROM <br />SECTION <br />TYPICAL DETAIL NUMBERING SYSTEMS: <br />1. DWG C-9 (WHERE THE DETAIL IS TAKEN) <br />4 - DETAIL NUMBER <br />0 <br />--DRAWING OR SHEET <br />NUMBER ON WHICH <br />DETAIL APPEARS <br />2 DWG C-10 (WHERE THE DETAIL APPEARS) <br />DETAIL 4`DETAIL NUMBER <br />C-9 <br />-�DHRAWHNG SHEET <br />NUMBER FROM WHICH <br />DETAIL WAS TAKEN <br />3 IF DETAIL APPEARS ON THE SAME DWG IT IS TAKEN FROM <br />DETAIL <br />CARSON RESERVOIR OUTLET LOCATION MAP <br />NOT TO SCALE <br />PROJECT DESCRIPTION: <br />1, ISOLATE AND DEPRESSURIZE 12' PIPE AS DIRECTED BY ENGINEER (BY CITY <br />STAFF) <br />2 EXPOSE EXISTING 12" CAST IRON (GREY IRON) PIPE AT PROPOSED CONNECTION <br />POINTS DRAIN PIPE AND DISPOSE OF WATER PER SPECIFICATIONS <br />3. PROTECT ADJACENT PROPERTIES FROM SOIL MOVEMENT CAUSED BY TRENCH <br />EXCAVATION AND BACKFILL. <br />4, INSTALL DUCTILE IRON PIPE AS SHOWN ON DRAWINGS, USING MECHANICAL <br />(RESTRAINED) JOINTS THROUGHOUT <br />5 INSTALL CATHODIC PROTECTION INCLUDING NEW ANODES AND BOND CABLES PER <br />DRAWINGS. <br />6 FILL ABANDONED PORTION OF EXISTING 12" PIPE WITH SANG AND CAP OAT <br />BOTH ENDS PER CITY STANDARD DETAIL W-22 (INCLUDED AS DETAIL ( ) <br />M -J <br />T PRESSURE TEST NEW PIPE, DISINFECT, AND SAMPLE BAC -T PER SPECIFICATIONS <br />8 BACKFILL TRENCH AND RESTORE SITE. <br />-- -P4272_ . - ... -- <br />RECEIVED <br />MAY 10 2017 <br />SFPLC, Water Supply and Treatment Division <br />Land Engineering <br />Page 2 of 6 <br />PUBLIC UTbfrIES COMMISSION <br />CITY AND COUNTY OF SAN FRANCISCO (CCSF) <br />LAND ENGINEERING <br />® REVIEWED ❑ REVISE AS NOTED <br />AND RESUBMIT <br />0 REVIEWED CORRECTIONS [3 UNACCEPTABLE <br />AS NOTED <br />IMPORTANT: THIS REVIEW IS ONLY FOR THE PORTIONS) WITH <br />CCSF'S FACILITIES AND INTEREST AND DOES NOT REDEYE PROJECT <br />SPONSOR, COMPLY WRN INE DESCIGN REQUIREMENTS, OSPECEICATIONS, <br />CODES/STANDARDS IND/OR CONTRACTUAL OBLATIONS. <br />SIGN _TI` DATE5[1_1.L1J <br />EE:I <br />G-1 <br />I <br />�DArz_�sR_ <br />+ ti "rz <br />DArz_ D.rz_I CITY OF REDWOOD CITY <br />(9 - w1e ...nmm DArz_ COMMUNITY DEVELOPMENT DEPARTMENT <br />Dh <br />PLAN <br />M-2 <br />ss <br />.9a.aM. ENGINEERING AND TRANSPORTATION <br />I <br />I <br />SRT <br />BEST MANAGEMENT PRACTICES <br />D�rz <br />YFYEV' �"""- wrz Lwwo.:a DAM CALIFORNIA <br />aee"InDaDy Asmo DAM <br />APPROX <br />ql'y <br />S <br />LOCATION OFEXISTING <br />T <br />PIPE <br />y <br />r <br />sT <br />� <br />AL <br />O?i0 <br />'yT <br />�AL,9A <br />CARSON <br />Q <br />RESERVOIR <br />gam' <br />t3 <br />CARSON RESERVOIR OUTLET LOCATION MAP <br />NOT TO SCALE <br />PROJECT DESCRIPTION: <br />1, ISOLATE AND DEPRESSURIZE 12' PIPE AS DIRECTED BY ENGINEER (BY CITY <br />STAFF) <br />2 EXPOSE EXISTING 12" CAST IRON (GREY IRON) PIPE AT PROPOSED CONNECTION <br />POINTS DRAIN PIPE AND DISPOSE OF WATER PER SPECIFICATIONS <br />3. PROTECT ADJACENT PROPERTIES FROM SOIL MOVEMENT CAUSED BY TRENCH <br />EXCAVATION AND BACKFILL. <br />4, INSTALL DUCTILE IRON PIPE AS SHOWN ON DRAWINGS, USING MECHANICAL <br />(RESTRAINED) JOINTS THROUGHOUT <br />5 INSTALL CATHODIC PROTECTION INCLUDING NEW ANODES AND BOND CABLES PER <br />DRAWINGS. <br />6 FILL ABANDONED PORTION OF EXISTING 12" PIPE WITH SANG AND CAP OAT <br />BOTH ENDS PER CITY STANDARD DETAIL W-22 (INCLUDED AS DETAIL ( ) <br />M -J <br />T PRESSURE TEST NEW PIPE, DISINFECT, AND SAMPLE BAC -T PER SPECIFICATIONS <br />8 BACKFILL TRENCH AND RESTORE SITE. <br />-- -P4272_ . - ... -- <br />RECEIVED <br />MAY 10 2017 <br />SFPLC, Water Supply and Treatment Division <br />Land Engineering <br />Page 2 of 6 <br />PUBLIC UTbfrIES COMMISSION <br />CITY AND COUNTY OF SAN FRANCISCO (CCSF) <br />LAND ENGINEERING <br />® REVIEWED ❑ REVISE AS NOTED <br />AND RESUBMIT <br />0 REVIEWED CORRECTIONS [3 UNACCEPTABLE <br />AS NOTED <br />IMPORTANT: THIS REVIEW IS ONLY FOR THE PORTIONS) WITH <br />CCSF'S FACILITIES AND INTEREST AND DOES NOT REDEYE PROJECT <br />SPONSOR, COMPLY WRN INE DESCIGN REQUIREMENTS, OSPECEICATIONS, <br />CODES/STANDARDS IND/OR CONTRACTUAL OBLATIONS. <br />SIGN _TI` DATE5[1_1.L1J <br />EE:I <br />G-1 <br />I <br />�DArz_�sR_ <br />+ ti "rz <br />DArz_ D.rz_I CITY OF REDWOOD CITY <br />(9 - w1e ...nmm DArz_ COMMUNITY DEVELOPMENT DEPARTMENT <br />I <br />PLAN <br />M-2 <br />i_____ <br />.9a.aM. ENGINEERING AND TRANSPORTATION <br />I <br />I <br />BMP <br />BEST MANAGEMENT PRACTICES <br />D�rz <br />YFYEV' �"""- wrz Lwwo.:a DAM CALIFORNIA <br />aee"InDaDy Asmo DAM <br />I S weaI. <br />I6M9MS <br />•IIasIs.; ' .x.r"�I I��[S69D1 DIEM ScuE. A99XOWH "NWD 1.1 <br />INDEX OF DRAWINGS: <br />G-1 <br />COVER SHEET <br />G-2 <br />GENERAL SHEET <br />M-1 <br />PLAN <br />M-2 <br />PROFILES AND DETAILS <br />M-3 <br />CATHODIC PROTECTION DETAILS <br />BMP <br />BEST MANAGEMENT PRACTICES <br />ABBREVIATIONS: <br />approx APPROXIMATELY <br />AWC AMERICAN WIRE GAGE <br />BDPL BAY DIVISION PIPELINE <br />CUP CAST IRON PIPE <br />CUR CLEAR <br />Dia DIAMETER <br />DIP DUCTILE IRON PIPE <br />E EXISTING <br />It FOOT <br />CA GAGE <br />HMWPE HIGH MOLECULAR WEIGHT POLYETHYLENE <br />10 INSIDE DIAMETER <br />in NCH <br />N NEW <br />NIC NOT IN CONTRACT <br />NTS NOT TO SCALE <br />DO OUTSIDE DIAMETER <br />PSI POUNDS PER SQUARE INCH <br />ROW RIGHT OF WAY <br />SFPUC SAN FRANCISCO PUBLIC DIMITIES COMMISSION <br />STA STATON <br />W WATER <br />CARSON RESERVOIR OUTLET PIPE UPGRADE <br />GENERAL SHEET <br />G-2 <br />SXrL1 ND. <br />2 <br />—OF - <br />6 <br />sHI" <br />F6sHFEr9 <br />DRAWING No 21,838 <br />