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190 <br />180 <br />170 <br />9 <br />°' 160 <br />9 <br />CARSON RESERVOIR <br />18365 FT WERFLOW <br />APPROX. I--' <br />164.15 FT <br />APPROX —j f <br />i <br />(E) 12- CIP <br />(E) GRADE <br />IT 163.25-\ <br />120 wim 41 <br />CIA <br />190 <br />190 <br />CAR,RESERVOIR <br />U33.65 FT OVERFLOW BUILD UP GROUND <br />APPROX. EXIST. NEW , LEVEI. TO MAINTAIN NEV EXIST., <br />ISO f-- 2e COVER TO (N7 <br />(E) GRADE 12' DIP. SEE DETAIL M 2 173.67 FT. <br />(N) 12' DIP BDPL 3 TOP L. <br />158.47 FT. <br />170 APPROX. J_ <br />(E1 GRADE(ET GRADE '(EVADE / <br />164.15 FT <br />APPROX. <br />160 <br />z <br />w 150 <br />L° <br />F <br />j 140 <br />130 <br />120 <br /> I <br />I <br />I <br />I <br />1 <br />1 <br />rae I rz I I <br />l (E) 12' CIP <br />ELEVATION, OF <br />EXISTING PIPE <br />UNCERTAIN EXCEPT <br />WriERE NOTED <br />/-TOP 161.98 FT. t <br />/_FINAL GRADE <br />WARNING TAPE <br />(SEE NOTE 2) <br />MAX. <br />SFPUC WATER <br />PIPELINE <br />1. SELECT BACKFILL MATERIAL - MATERIAL FROM EXCAVATION, FREE FROM STONES OR LUMPS <br />'XCEPNG 3' IN GREATEST DIMENSION, VEGETABLE MATTER, OR UNSATISFACTORY MATERIAL (SEE <br />SPE CATIONS). <br />2. PLACE RNING TAPE 14' ABOVE PIPE. <br />3 CO VER (N) 12. OUTLET PIPE TO BE 24' ,AXIM UM <br />4. IF TRACTOR DISTURBS SOIL OVER (E) BDPL 3 OR E BDPL 4, CONTRACTOR MUST RESTORE SDR. <br />TO A LEAST THE LESSER OF 36' OR EXISTING COVER. <br />TYPI AL TRENCH DETAIL FOR 12" DIP PIPE t <br />SCALE: .S u -z <br />GRADING REQUIREMENT <br />THE CONTRACTOR SHALL PROVIDE A FINAL GRADING <br />l TO MAINTAIN RUNOFF INSIDE OF SFPUC RIGHT -OF • WAY <br />AND AVOID DRAINAGE TO THE NEIGHBORING PROPERTIES. <br />180 <br />173.61 <br />- - - 150 <br />171.4 <br /> - ---. <br />- CONTRACTOR TO EXPOSE EXISTING <br />FINAL <br />PIPE AT THISON 'OR — 170 <br />GRADE <br />170 <br />\1 <br />MAINTAIN SURFACE DRAINAGE <br />OF i' PER 1FT_. MIN. <br />ENGINEER TO IN C MI CONFIRM <br />ERASDE } <br />GRADE 1 <br />OUSTING CONFIGURATION <br /> ,--TOP 161.98 <br />°UBLICATTILITIE", iMMISSION <br />i <br />C 1'Y AND COUNTY OF SAN j'RANCISCO (CCSF) <br />LAND ENGINEERING <br />1 <br />-CUT CAPPED _ <br />ANI, ABANDC'IED <br />_ REVIEWED REVISE AS NOTED <br />IABD RESUBMIT <br />IN 2007 <br />REVIEWED CORRECTIONS F UNACCEPTABLE <br />AS NOTED <br />WERTANT: THIS REVIEW IS ONLY FOR THE PORTIONISI WITH <br />84" I <br />72" I <br />G <br />MYS FAn E$ DT ROA VE PROJECT <br />SP MSOR ENGINEE Rp_•1 NyJ0F/ Ogq(CONTR OF RESPONSIBILRY <br />70 COYPLY WIIH R1 E 0 IGN REQUIRE ENTS, SPECIFICATIONS, <br />i CO SES/STANDARDS ANOJOR CONTRACTU L ORUGATIONS <br />{ SON DATE 8/4/15 <br />e <br /> <br />P427 <br />RECIE VED <br />2+00 2+50 <br />MAY 8 2015 <br />PROFILE OF EXIfTING PIPE <br />SCALE. <br />HDR. 1 -20 <br />SFPUC, Water Supply and Treatment Dieisioo <br />SCALE: <br />VER. 1'-10' <br />Land Engineering <br />Page 4 of 5 <br />CAR,RESERVOIR <br />U33.65 FT OVERFLOW BUILD UP GROUND <br />APPROX. EXIST. NEW , LEVEI. TO MAINTAIN NEV EXIST., <br />ISO f-- 2e COVER TO (N7 <br />(E) GRADE 12' DIP. SEE DETAIL M 2 173.67 FT. <br />(N) 12' DIP BDPL 3 TOP L. <br />158.47 FT. <br />170 APPROX. J_ <br />(E1 GRADE(ET GRADE '(EVADE / <br />164.15 FT <br />APPROX. <br />160 <br />z <br />w 150 <br />L° <br />F <br />j 140 <br />130 <br />120 <br /> I <br />I <br />I <br />I <br />1 <br />1 <br />rae I rz I I <br />l (E) 12' CIP <br />ELEVATION, OF <br />EXISTING PIPE <br />UNCERTAIN EXCEPT <br />WriERE NOTED <br />/-TOP 161.98 FT. t <br />/_FINAL GRADE <br />WARNING TAPE <br />(SEE NOTE 2) <br />MAX. <br />SFPUC WATER <br />PIPELINE <br />1. SELECT BACKFILL MATERIAL - MATERIAL FROM EXCAVATION, FREE FROM STONES OR LUMPS <br />'XCEPNG 3' IN GREATEST DIMENSION, VEGETABLE MATTER, OR UNSATISFACTORY MATERIAL (SEE <br />SPE CATIONS). <br />2. PLACE RNING TAPE 14' ABOVE PIPE. <br />3 CO VER (N) 12. OUTLET PIPE TO BE 24' ,AXIM UM <br />4. IF TRACTOR DISTURBS SOIL OVER (E) BDPL 3 OR E BDPL 4, CONTRACTOR MUST RESTORE SDR. <br />TO A LEAST THE LESSER OF 36' OR EXISTING COVER. <br />TYPI AL TRENCH DETAIL FOR 12" DIP PIPE t <br />SCALE: .S u -z <br />GRADING REQUIREMENT <br />THE CONTRACTOR SHALL PROVIDE A FINAL GRADING <br />l TO MAINTAIN RUNOFF INSIDE OF SFPUC RIGHT -OF • WAY <br />AND AVOID DRAINAGE TO THE NEIGHBORING PROPERTIES. <br />180 <br />SELECT BACKFILL MATERIAL <br />FINAL <br />(9010 COMPACTION) PER <br />GRADE <br />170 <br />\1 <br />MAINTAIN SURFACE DRAINAGE <br />OF i' PER 1FT_. MIN. <br />NOTE 1 OF DETAIL <br />M-2 <br />e <br />ERASDE } <br />GRADE 1 <br />\ <br />Nilo <br />`SET ELEVATION OF 1 <br />NEW 12' <br />IT <br />PROVIDE MINIMUM <br />150ACLEARANIF <br />AlBOV£ <br />o <br />BOPL 3 9 <br />140 <br />ADDITIONAL BACKFILL TO MAINTAIN COVER <br />V SCALE; N. T.S I-2 <br />IIN6m n NJ!!M<m VA<m$ <br />120 <br />1+ 2+00 2+50 mAPrNC sCAtE <br />r WILY, to IRT <br />PROFILE 11..OEITES- <br />EVATIONS ARE BASED ON 1988 NAVE. ELEVATIONS BASED ON <br />SURVEY REFERENCED ON SHEET M-1. tWUPHm 5T:1L£ ` <br />SCALE: HOR. 1'=20' 2. MAINTAIN A MINIMUM 12- CLI. BETWEEN NEW 12' PIPE AND Y y p .r r '.•.I'..b.. <br />SCALE; VER, l'-10' EXISTING SPFUC PIPELINES. <br />SCALE MEASURES 3 INCHES ON FULL-SIZE DRAWING <br />CITY OF REDWOOD CITY <br />u srr[ mur"4. i Sa7a5 s % a°—i COMMUNITY DEVELOPMENT DEPARTMENT <br />_ ENGINEERING AND TRANSPORTATION <br />a "° •.vwei»u CALIFORNIA <br />/1a 2lL .w-xa rrc As sham,"r u. <br />M-2 <br />CARSON RESERVOIR OUTLET PIPE UPGRADE 'N" NO" <br />PROFILES AND DETAILS --4A <br />6 <br />"I'm" NO 21,8 <br />