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Home My WebLink AboutDWG 436-7; 6607-3; CMP (CORRUGATED METAL PIPE) REPLACEMENT PROGRAM ALDER AVENUE; 01-06CONSTRUCTION FOR PLANS CORRUGATED METAL PIPE REPLACEMENT PROGRAM " ALDER AVENUE, VIA LIBERT AD & MARRON ROAD STORM DRAIN PROJECT NO. 6607-3 CALAVERA FAfi4ll.4y AVE VICINITY MAP NOT TO SCALE LEGEND DESCRIPTION STD. DWG. NO. SYMBOL STREET CENTERLINE STREET RIGHT-OF-WAY PROPERTY LINE EASEMENT LINE --------- CURB & GUTTER (EXISTING) STORM DRAIN (EXISTING) CONCRETE BROW DITCH EXISTING GAS LINE EXISTING WATER LINE EXISTING ELECTRICAL LINE/BOX EXISTING CABLE 1V CONDUIT EXISTING TELEPHONE CONDUIT EXISTING SEWER MAIN EXISTING SEWER LATERAL RCP STORM DRAIN (PROPOSED) CURB & GUTTER (PROPOSED) STORM DRAIN CURB INLET TYPE B (PROPOSED) STORM DRAIN CURB INLET TYPE C (PROPOSED) STORM DRAIN CLEANOUT-TYPE A (PROPOSED) D-2 [[)] D-3 ~ D-9 ~ CITY OF CARLSBAD LOCAL DEPRESSION (PROPOSED) PROPOSED FINISH GRADE ELEVATION DS-1 ~ EXISTING GRADE ELEVATION Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ....(y v= • 32.80 FG • (32.80}EG Basis of Coordinates: NAD 83 {1991.35 EPOCH) CI.SB-115 N 2002712.371' E 6234065.652' ELEV. 319.004' (NAVD88) RECORD Of' SURVEY 17271. 2" IRON PIPE ANO DISC STAMPED "CI.SB-115 LS. 6215" IN WEST SIDE AC SHOULDER OPPOSITE 3935 SKYLINE RO. - CI.SB-126 N 2001291.609' E 6236635.227 ELEV 76.767' (NAVO) RECORD OF SURVEY 17271. 2• IRON PIPE ANO DISC STAMPED 'CLSB-126 LS. 6215' 15 FEET Of'F EAST SHOULDER OF EL CAMINO REAL 100 FEET SOUTH Of' INTERSECTION WITH TAMARACK AVE. - -\' BENCH MARK: CLSB-126 ELEV., 76. 767' DATUM, NAVO 88 RECORD OF SURVEY 17271 ABBREVIATIONS AC = ASPHALT CONCRETE ACP = ASBESTOS CEMENT PIPE AB = AGGREGATE BASE C&G = CURB AND GUTTER <t = CENTERLINE E'L Y = EASTERLY EX. \EXIST.= EXISTING FL = FLOWUNE F.S. = FINISHED SURF ACE N. T.S. = NOT TO SCALE PROP = PROPOSED RCP. = REINFORCED CONCRETE PIPE R/W = RIGHT OF WAY SD = STORM DRAIN ST = STREET UNK = UNKNOWN w'L y = WESTERLY HAS BUIL TH ,N_«/2; ,t~&fc> e • P.E. Z,aJu_ EXP.'J•l/•/1 2" IRON PIPE ANO DISC STAMPED 'Cl.S8-126 LS. 6215' 15 FEET OFF EAST SHOULDER Of' EL CAMINO REAL 100 FEET SOUTH Of' INTERSECTION WITH TAMARACK AVE. H:\Corlsbod\CMP-ReploceMen t_Alder-Ave \IMPROVEMENT PLANS\SHT -01 -ALDER-AV-IP-SD.dwg 9/l 7 /2009 4:10:39 PM PDT CITY OF CARLSBAD CARLSBAD, CALIFORNIA CITY COUNCIL CLAUDE A. "BUD" LEWIS -MAYOR ANN KULCHIN -MAYOR PRO TEM MATT HALL -COUNCIL MEMBER MARK PACKARD -COUNCIL MEMBER KEITH BLACKBURN -COUNCIL MEMBER DATE t,/,/,, DATE LISA HILDABRAND CITY MANAGER GLENNPRUIM PUBLIC WORKS DIRECTOR ROBERT T. JOHNSON JR. CITY ENGINEER PREPARED BY: - HARRIS & ASSOCIATES 750 B Street, Suite 1800 .. San Diego, C4 92101 (619) 256-1778 • fAX (619) 256--1179 LOCATION MAP NOT TO SCALE DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAYE EXERCISED RESPONSIBLE CHARGE OYER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF INDIO IS CONFINED TO A REVIEW ONLY, AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF BY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HARRIS AND ASSOC/A TES ADDRESS: 750 8 STRE:ET. SUITE 1800 SAN DIEGO, CA 92101 TEI.EPHONE: (619) 236-1778 FAX: (619) 236-1179 DATE R.C.E. 38819 EXP. DATE .J/31/11 AREA OF WORK SHEET INDEX SHEET NO. DESCRIPTION 1 2 3 4 5-6 TITLE SHEET, VICINITY MAP AND LOCA T/ON MAP ALDER AVENUE PLAN & PROFILE VIA LIBERTAD PLAN&PR0Flt.E MARRON ROAD PLAN & PROFILE TRAFFIC CONTROL PLAN (ALDER AVE. ON EL CAMINO REAL) fsHml CITY OF CARLSBAD 167 L_!_j ENGINEERING DEPARMENT ~ CMP REPLACEMENT PROGRAM TITLE SHEET, VICINITY MAP AND LOCATION MAP APPROVED WILLIAM E. PLUMMER l----+----+----------------+--+---t----11----l ~==========;--~;:::_=-=-=-=-=-=-=-=-=-=--,~;:.-=-=-=-=-=-=-=-=.::::~~ otf"rfcftf~1NkR ~~~-03/31/10 DATE u U" DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CB CHKD BY: BS FIELD BY: JN 082-0071.01 PROJECT NO. 6607-3 DRAWING NO. 463-7 V) 0 :r ~ (1) (1) G) M' I-' +'> 0 (j) -h w (j) I -..J i--; -' ; ,. --r:--,---:-' . -t -i ~--j ' -' j ' r-+----+ t-+------F T 3./6 ; -~3..~'./,~'g-"----t------,,-----l1____;'.c10;_ ---- 3/Jll : ·-----,----. -' , 3/J.¢ -! ---•-' ... ,_ -~-•--.-i---• .. ' 1" ' 'T" •• -~ 3/J/J t ' -·1··-·-;--'t" l -~ ' .J· L -j--_:_ ~=- ,t'.96 i-----,~--+--_ -~~ff:Rl~~M---f-:'+, -'+c'c'f-'--- 1-....:.:==--+'-+-'-"-f---+1"-----t--i-~~l-?:-~-:-~ f"· t=-T --~--.:~--l t-+-----+--{ j I ; +-; -----,~ 1-----1 T ·1 t -l----r-t .. J:· .. ; t 1-f ~ -t l T l ' ,t'IJIJ ,t'IJ/J g79 ,t'6/l ,t'6/J ' -r· --T . -,_ i \ \ ;_ --1 RISTOPHER & DARCIE WEBBER VICTOR V. A Vf.DI MONICA H. A Vf.0I 3860 SKnlNE R APN: 207-0 3815 ALDER AVf.,~ APN: 207-063-2S" I Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG .. -r---~ ,-.:...~-t-=--·----~-r r 1 ,---, t-~-'"l-+--±-· H,..c..,-+- ¾ --r· l r - { -J-- ' -1 l ' r-:-: ';' -¼,--f-c"-i-_ t -, I l EXISTING NLET #11C-15 12 EXISTING 1' HIGH D Y-STACK' WALL el.JC.Me D .SG"cr,01,J J_ /' \_ 12.C..P ·· ... / "' _,, _,, HALL FAMILY TRUST' , Ir, --3810 ALDER AVf.. ' -APN:207-063-27 ~ Basis of Coordinates: NAD 83 (1991.35 EPOCH) CLSB-115 N 2002712.371' E 6234065.652' ELEV. 319.004' (NAV088) RECORD OF SURVf.i' 17271, 2" IRON PIPE ANO DISC STAMPED "QSB-115 LS. 6215" IN WEST SIDE AC SHOULDER OPPOSITE 3935 SKYLINE RD. - CLSB-126 N 2001291.609" E 6236635.22r ELEV 76.767" (NAVO) RECORD OF S\JRVf.i' 17271. 2" IRON PIPE ANO DISC STAMPED "CLSB-126 LS. 6215" 15 FEET OFF EAST SHOULDER OF EL CAMINO REAL 100 FEET SOUTH OF INTERSECTION WITH TAMARACK AVf.. BENCH MARK: CLSB-126 ELEV.: 76. 767" DAlUM: NAVO 88 RECORD OF SURVf.i' 17271 2" IRON PIPE AND DISC STAMPED "CLSB-126 LS. 6215" 15 FEET OFF EAST SHOULDER OF EL CAMINO REAL 100 FEET SOUTH OF INTERSECTION WITH TAMARACK AVf.. H,\Carl sbad\CMP-Replacer1ent_Alder-Ave \IMPROVEMENT PLANS\SHT -02-ALDER-AV-IP-SD,dwg 'J/l 7 /200'3 DRIVEWAY "B" INLET TOP 301.00 C&G PER SORSO G-2 301.10 TC "8" INLET DETAIL N.T.S. 0 AS BLJIL T 0 /4b$e-~94,.~'.Y P. E. Z '1.'2-Y EXP. _J • 3 f· l"1- 3,36,0l PM PDT DATE EXISTING CLEANOUT PER D-9 12 MANHOLE #11C-J-4 \'3" JILL A. MCLAUGHLIN 3800 ALDER A Vf.. APN: 207-063-24 PLAN 2.5' I CURB INET I 2.5' I TOP 301.00 FlOW - i J I. GUTTER • .___,..,, ·+ ' --, ·-----t-----t-- . . j -:·--+-·----r-----:-------+-~ -----.-· --· -+------,---+ ' ' -.t -i -I -!-~ j ,_ ' , , -+· --+-----------·-+-· -+ -·+·--t-· ··,----+---·+---+--+' -+-' -+.-------' +--------+----+----+--+----+------,-+---- ! i ' ! j i ' i I _! ;· T -.. l ! ·-T .---~---t--, ~ ~t--~ --·~---_ __,_ · -~-·--t--+··-.... -+-----,----- j_ j __ j t j , i + i ; ! i I ~-:--:r ·-+ --t-t· +1· ··t----·+ ---+-.. ---i----------,----.......; ---:.---· +--+ - : '--l + · f---1-~ ; ; l -! s --------B IF ----- 1.0' BASE ----+-~ WIDTT-1 OF RESTORE TRENCH WIDTT-1 -----,-··---,--- ' ' • I -----t --+-:··--+ ··+ ---+ -+ . i -=--+--~r--+----+ ---~ 1.0 ---T----;-- PIPE DEPTT-1 >2' I " -,----i-T I T ---.-----r--~- --, ----- BEDDINGi--,.m.,=B=mAa;CK;,;;fi,;;/LnLi=;,,-....,t COVER FINAL NTERMEOIA 12· VARIES FINAL BACKFILL COMPACTED TO 95% RELATIVE COMPACTION IN TERMED/A TE BACKFILL COMPACTED TO 90% RELATIVE COMPACTION BASE AC 6" PCC 4" 4• AB BEDDING COVER STORM DRAIN ---i 6" BEDDING AND PIPE ZONE BACKFILL SAND EQUIVALENT (SE) >30 MIN -L--i---Ljf-L---lL--fc__,~--.L GRAPHIC SCALE ' ' ---,--------;------,- ' ' i I --~--+--- -,--1 --+---+ ----,-.--+------~ r l ! ----c-f-------i---+-•f-+---+------4-+---+ -----,---+-------,-----r-- , l . , , --! ---1 --1---i -; -:--------' -- -· --+----r--+----+· --,--,--..--·-----+--- I : ! ' ' ' -----+--------t-------+---_)._ ___ _;_ _ _j._ ----,----+---_ _;,._ __ ' ' ' ---+------+----~-~ .. -r -r T -+-, I , , I g.79 ·-t---:---:---:--•--•:---·-,--·-, ---~-·-- ' I -l ---------i--------+ ---,--------+-· --+--·-+---,- I I I --+-------r------,---~ --------+-----+- ,t'./6 ,t'(JIJ ,t'(J(J ./.96 ./.9,t' SCALE CURB ANO DIKE DATA TABLE LINE LENGTH RADIUS BEARING/DELTA REMARKS OJ 1.00'± -NJ4"27'56"E 6" AC DIKE [I] 2.57' 2,00' 6=73"33'24" 6" AC DIKE ill 7.30' 25.00' t.=16"44'32" 6" AC DIKE m 5.00' 46.00' 6=06"13'51" C&G PER G-2 rn 5.00' 46.00' ll.=06"13'51" C&G PER G-2 III 17.11' 16.89' 6=58"02'29" 6" AC DIKE m 7.77' -N54"54'38"E C&G PER G-2 REFERENCE DRAWINGS DWG NO. 139-2 DWG NO. 232-8 DWG NO. 300-4 6" CURB FACE (lYP) 10· CURB FACE t_o_J: .. -.. a· s· ,. 40 .. I SH2EET I CITY OF CARLSBAD 167 {lYP) •"-~ ·· SECTION N.T.S. AA PREPARED BY: HARRIS &: ASSOCIATES 750 B Slreol, Suffo 1800 San Diego, CA 92101 MIN MIN 10· 10· MAX MAX TRENCH DETAIL N.T.S. -1111 (619) 235-1778 • FM (619) 235-1179 DATE INITIAL ENGINEER OF WORK ~--- REVISION DESCRIPTION i ___ ~I ( 1H FEET) I inch = 20 ft. II SIi DATE INITIAL DATE INITIAL OTI-IER APPROVAL CITY APPROVAL ~ __ E_N_G_IN_E_E_R_IN_G_D_E_P_A_R_M_EN_T __ ~~ CMP REPLACEMENT PROGRAM ALDER A VENUE PLAN AND PROFILE ST A: 1+00.00 -ST A: 2+05.00 APPR VED WILLIAM E. PLUMMER {(["-~~ct= CITY ENGINEtR 1176 EXP. 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' ------t-----~----------------+------------~-----+--~. ---.------.----.-----,.-.-----1------- 72 ~,--_t-:, ---t-" ---e' --•-t-;~--+c---.t-_--±=-~-~:_ i ~-=-'. -' f:_r -= ~ f: ;=-t--f t =c=t< + =c a -~---+::-~-+ ---+-,-+--"-j--7 + ':--+---{__:}=-=; ~I • ~;:: ... \t l : ! •_ ---I=t.~ --!cc-: ' --•---: ----' -:,.-t'"""·-·t·---=--=---_·: ---:---~--.±-:. -c··-----· ~: ----~-----· _ __;_, ... -; ------~----------.----.----+--------~ ----i--~------------·-···--··---+------------.--+-----------T--:---. -----~-;--------73 1------------,---+----t--+--+--t--+----+--, -_-_ +;· -T ; .. -r:-::--T--r~r -r-~··--r------r-t-+ ~+ -i· ---:---t--, -~------,-·-+-1 ---+--------+-~ ---+---E---~-:--:--t-..... .;.. ....__\ ---~-----....... -~-------------·. -: -----+---:--· ---: --· ------_ · -------------------,--~•------,_ _____ , i.---+; _-_+1'..--+---t-;·.---+1--+---+1 -±=~-t-1---.--r---+~.---.. =-"------::.,: .. ---..:_±-,--~-----h_~ '"7::_~~~~: .. :·-_ f----:t::.:f.. .J r·-f-}._c_-ti.-++-t-1_.-+-'-+~ -t-~·-t----,;----~ _ J --r -r--_-+----+~,,c-_--=+;---. ____ 4 ~----=~--\;. -----:---:;:: ~ -_-_1_:·---:!:'"·""-~::----.:.·:_-_3--=--" -+--•·+~-------.--~¥----~ -~-,----:.;-::-.7-_ -+----,---~--____,--,--------c __ ----'-+----c-,-c-c+-.-.-, __ -~--,------·------~-------------+---~--t------+------_------+-----_--+--+---+-+---;---+~--+~------1 1 -~----1 --r. r 4 i 7 ~---j: __ r -_-_ ·; :· __ f---➔--··:·.r :1· _] _, -I ·1 ~ I T :'t '::t,f ·_3 -~---r-l . _~-:.~ _,__ -t -1----= ---,_ __ bi_'/J ___ , -~----.. !-- --t- -~ -t--1 1 l ' .--l. ---+----+--+-' lltl I r 1 j ' r ;: j ~::+ r : ;:_~,r---; F___-f:T?;:t r r t-f ~i ~121.68!-+ f L +-./-~St' ~---~--L--t t r µ 18 _A~f :; ~ ,18" cw, ' "=c'-------~,-'-_____ --;------~·::._;: ___ j-_-_-__ ,_-_-_' _-____ ·f-·:__.·:.i,_-_-___ -~_---~-'---+----"---------------· -·:· --------+------'---'--• ' ' 1"=~ALE ,,--. r __ ,_ ', __ -·-1-. ,-.. ; .. 1' -+ -.. ---+--+, ~+--+,-~ ~-~-!--~-_?~---·~--ic~. -~ ~--+_' __ --+-J ~-+_;'-~~-Af._~~-·--h-+··----+--f----+-+--~--+i---+----+--,-----+-+-------,-------:±-·--·--i-a' -~~----,---±-=-:~--i---+-+,_-+---~ '-+-' -~-+-' -c-~-----:---+~,--;-------------+-------------------·-_.-------r--·---·--+---~---------r--~---+--~-i--------·~------.------~--+-~-+·-----I--"·-,----~-+---HORIZ. /j~ ~ T 1 i' f 1 -• F, t , ·t. ---_ -i-_ --r'-+', r , 7 -· 1 : ---1 -: --1 "=8' VERT. •{ 1------~---L ___ -~; ___ -~1--~~---_-~j: ___ 1··----~~ _--_-~;~_-_ ,,-___ ------~~ --~---~t·-_ -~-l-+----~_r_-.:_-:~f 1_'_~1, __ : ::·~1t_·---~---:r~r_·-~t-_·---~i _-_T~,_:_· ___ ~~-; __ ---+ __ ~}---~-----~-+-------_ T~ -_ -_ +_ -_ -_ +~ ---~----,-~· _-_+-+---t-~ -_ -_ +~ -_ ---•=: =-=-~, ~--+~------~---_-_-_-_"~----+~:============-==::-=-=====-======-=---_-_--_~_---~·-· -· -~; ===========~'r_-_-~,-·-=--======-==-~i ----------~---_-_, =============---_-_-_; -_-_--_-_-_--_-~-_-_-__ ' _------~---==------------------_-_-__ -_-_--_+-+·-~------_--==-----_-_+_ -_ -_r _-_-:_-_-:_~ ___ ~_--~------=-----=-----=-----=-_-_-:_-_-_-:_-_-_-:_----_----_-:_-:__-_-_-~·============~~----------~-----; ~ \ Underground Service Alert = Call: TOLL FREE 1-800 227-2600 \ \ \ .,,. .,,. 20' WIDE DRAINAGE EASEMENT TO JHE CITY OF CARLSBAD PER MAP 7651 .,,. 3+00 4+00 PROFILE \ PLAN \ \ 5+00 ' .~ orv -,:v STANDARD-PACIFIC CORP f_ ( NO ADDRESS ,0 -;::/ APN,167-442-13 \ LOT 67 CT74----04 Basis of Coordinates: BENCH MARK: 11 AS BU IL T 11 ~@tl= C,~';Jfll.UC,T\OIU ~~ G) ltJ~1'AI.I. CUl'lfi> ltJ Pui-.e.e f\:>INr" tz€F'J).U:~ (.1"H€~0S.01..1µ1µf.) Il'JeX~T1"14 l?/,..,ep HO~ 1'1PE. @JZEt'V)'JE: ®Cl~f!IIIC. ~IZLOcv,,11!0 \~"' CMP N,)0 CDU!STIZ-Uc:t" 40' 1-a'~ori 3'5 P'JC. @1u~1,.u. \0'><-Z.c.t' 1' I e~~~ C21PIO-P l.lili-toa.>-S.) Olie:12. ZLID ~u►..z~ f"IE.ef ~ro-rar1u;. ,.._I __________ r REFERENCE ORA WINGS DWG NO. 168-4 GRAPHIC SCALE 10 20 1'---1 ( IN fEET ) 1 !ru>h = 20 .. .. I I ft. I sH3EET I ~c_r_T_Y_o_F_c_A_R_LS_B_A_D~ iel __ _ ENGINEERING DEPARMENT ~ CMP REPLACEMENT PROGRAM'. VIA LIBERT AD PLAN AND PROFILE STA: 4+31.77 -STA: 7+00.00 NAO 83 {1991.35 EPOCH) $~.('-~ ll l. Plfl+,,. ~ CLSB-126 ~,~ 2/ ii((~~ -.,. ~- QSB-115 N 2002712.371' E 6234065.652' ELEV. 319.004' (NAVD88) g~~~,1~x~· 88 Af(/¥.-·z :euc:.... t;,.z,,_,,_ ~~ ~ ~ ~APPR0~0 _ wI!1IA~ ~~UMMER RECORD Of SURl-f:Y 17271, 2• IRON PIPE AND DISC STAMPED "QSB-115 RECORD OF SURVEY 17271 P.E, 2,,aJ7t; EXP. :1_-J[, (l. DATE H(), 178 -~ 9~~~ LS, 6215" IN l'o£ST SIDE AC SHOULDER OPPOSITE 3935 SKi1JNE RD. -OEP Y C1IY ENGINEER RCE 28176 EXP. 03/31/10 DATE QSB-126 N 2001291.609' E 6236635.227' ELEV 76.767' (NAVO) RECORD 2• IRON PIPE AND DISC STAMPED ,._ E"f'•1•1v/:J. ¥ >--->--->--------------------+----t-----t---~--____, r:=-=-=-=-=-=-=-=-=-=-=-=-=-=__,-;::=============::;";:::::::::=====:::::: OF SURVEY 17271, 2" IRON PIPE AND D!SC STAMPED "CLSB-126 LS. "CLSB-126 L.S, 6215" 15 FEET OFF EAST REV!Ew'ED BY• ,v-DWN BY: CB PROJECT NO. DRAWING NO, s21s· 15 FEET OFF EAST sHouLDER oF EL cAMINa REAL 100 rEET SHOULDER oF EL cAMINo REAL 100 FEET ,-,,i-. ·•:-. !i I I A.'-'ti CiV\' .,,_+-I!/-6-10-11 e-v t -Al?t?a? A:J-el}11..-r ADll'llll'fte et£VAno1-1. ,.,,~,,, ~H CHKD BY: BS SOUTH OF INTERSECTION WITH TAMARACK AVE, SOUTH Of INTERSECTION WITH TAMARACK ~(X 01~ 'Z-01/ ;;,[,if. ''" ,-1,v DAIE INITIAL /), OA1E INITIAL QA1E INITIAL 6607-3 463-7 L_rw_o_w_o_RK_1_Na_o_A_v_s_a_E_ro_R_E_v_ou_o_,a _ _. _______________________ .,L __ A_VE_. ___________ ..LI:;:;N::;S::.P,:;;E!;C.!.T!;;!□R~----------=D:::A:.!T!;E'--_L. __ ·,::s!t,o,li,,_ttl_.~iil!~!;j~--__JL ________________ ,-~EN~G~IN~E~ER[,2or-~-!W0_!2!_R~K11:f::,.~~:2. ___ _:_:R:EVl=Sl:::O::.:N:...:D:ES:C:R.::':..PTI=O:.:N _____ ,LlO:r!;lH~ER!!2A~PP~R:£OV~A~LJ..£!O,!;TY~AP~P?RO~V!!AL!;_jl.::F=IE=L=D=B=Y=:==::$\::::::::L::::============::'...'.=============J JN 082-0071.01 U,\ r,,._ ,,...,1,,.....1,,.,,,., ,-,.I\ rt-.110_0,,..., ...... 1,,., ,-,,..,,,.,,,,,..,,,,,..,+ \,:,,..,_I :1,...,,,..,,""+,,.., ,-,,l\ TII.ADDn\ /LII.AL"-IT DI A"-1"\ "UT _(')':i_\ /T ;\_I TDLDT t,. n_ T □-"n -",I,,,.,..,,_ 0 f( Q f-z I JJ :> ,,j () ~ l)_ '-'-' n: Q ~ () Vl 'J" (!) (!) ri' w s, 0) 0 ~ G) .ts 0) w I " .711 .72 211 2/J tJ Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BErORE YOU DIG 3+00 4+00 PROFILE I .. . . : . 3+05± APN 156-300-116 - "1OLE IN PIPE, CONTRA TOR TO REMOVE DEBRIS FROM H )L£ BEFORE LINING I / / SLEEP / TRAIN STORE / SD PIPE / DEPTH UNK J+00.00 SIZE UNK~-ls~D."cisiu-i'aRi'isB'IN;:;;LC,'E"rT--'-/+-, jCB5A-41 / / / / / / H&R / BLOCK / / -- Basis of Coordinates: NAO 83 (1991.35 EPOCH) • • • • • • 25' • CLSB-115 N 2002712,.371' E 62.34-065,652' ELEV • .319.004' (NAV088) RECORD OF SURVEY 17271. 2• IRON PIPE AND DISC STAMPED "CLSB-115 LS. 6215" IN WEST SIDE AC SHOULDER OPPOSITE .39.35 SKYLINE RD. - CLSB-126 N 2001291.609' E 6236635.227' ELEV 76.767' (NAVO) RECORD OF SURVEY 17271. 2" IRON PIPE AND DISC STAMPED "CLSB-126 LS. 6215" 15 FEET OFF EAST SHOULDER OF EL CAMINO REAL 100 FEET SOUTI-1 OF INTERSECTION \Mll-1 TAMARACK AVE. I r-0 - 22' 47' PLAN BENCH MARK: CLSB-126 ELEV.: 76. 767' DA TUM: NA VO 88 RECORD OF SURVEY 17271 2" IRON PIPE AND DISC STAMPED "CLSB-126 LS. 6215" 15 FEET OFF EAST SHOULDER OF EL CAMINO REAL 100 FEET SOUTI-1 OF INTERSECTION \Mll-1 TAMARACK AVE. TRANSIT CENTER ENTRANCE APN 156-301-11 J+89.15 V 'j SD CURB INLET jCB5A-50 - WESTFIELD SHOPPING PLAZA PARKING LOT HAS BUIL TH .df/,t,14 &~ ,.--r,-~LL P.E. ?,U)f.. EXP J,, J (,/'),.. DATE INSPECTOR DATE µ,\ rn rl chn c-1\ rMP-Pc>nl n ,PMPnt Mn rrnn-Pnn c-1\ TMPPn\/JCMJCI\IT Pl t:.1\1,\ ,µT -n4-Mt:.PPnl\l-Pnt:. n-TP-,n rlwn q 117 1;:,nnq PREPARED BY: 1111 .. HARRIS &: ASSOCIATES 750 B Street, Suffe I BOO San Diego, CA 92101 (619) 236-1778 • FAX (619) 236-1179 DA TE INITIAL ENGINEER OF WORK .711 ----+-------+---------+---- .72 -,-. ---,----,----t--- 211 ' ·-I : ---+---~.,---·-➔---,--~---------+--------,----+-----+--------+---f------------,----------..-----+-----,---+--- ' . _____ ,_ ___________ -____ ,_ _____ -__ --------~ ------l----1------f 2/J ./ti D ----------t---1------f CONSTRUCTION NOTES SCALE 1"=20' HORIZ. 1"=8' VERT. ® INSTALL CURED-IN-Pu\CE-PIPE LINER IN EXISTING 15" CMP HOST PIPE PER SPECIFlCATIONS. REFERENCE ORA WINGS DWG NO. 191-9 DWG NO. 398-7 tJ GRAPHIC SCALE ID 20 .. .. 1 I ~--1 ___ ___.I ( IN FEET l 1 Inch s 20 ft. DATE INITIAL DATE INITIAL I SH4EET I CITY OF CARI.SBAD 167 ~ __ E_N_GI_N_E_ER_I_NG_D_E_P_A_R_M_EN~T--~ ~ CMP REPLACEMENT PROGRAM MARRON ROAD PLAN AND PROFILE STA: 4+31.77 -STA: 7+00.00 APPROVED WILLIAM J...-.1:!.~MER .J'-/,,-',/_ ' ,&? ~ DEPUTY CITY ENGINEER • RCE 28176 EXP. 03/31/10 OWN BY: CHKD BY: CB BS REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL FIELD BY: PROJECT NO. 6607-3 DRAWING NO. 463-7 JN 082-0071.01 V, :,-ro ~ .i::,. 0 -t, 0) .i::,. 0) w I -..J TRAFFIC CONTROL NOTES (CITY OF CARLSBAD) SIGNAGE NOTES (CITY OF CARLSBAD) 1. WORK HOURS TO BE RESTRICTflJ TO 8:JO AM TO J:JO Pl.I UNLESS N'PROVED On-lERW/SE. 2. PfDESTRIAN CONTROI.S WILL BE PROVIDED AS SHOWN. J. PfDESTRIANS SHALL BE PROTECTED FROM ENTERING 11-1£ EXCAVATION UY P/fr'S/CAL B4RRIERS DESIGNfO, INSTALLED, ANO MA/NTAINfD TO ll-1[ SAT/SFACOON OF n-lE CITY fNGINfER. 4. TEMPO/W?Y "NO PARKING/TOW AWAY' SIGNS STATTNG n-lE ™TE ANO TTME OF PROHIBITION WILL 8E POSTED 72 HOURS PRIOR TO COMMENCING WORK CALL CARt.SBAO POLJCE DISPATCH AT (760)9J1-2197 TO VALl™TE POSTTNG. 5. NXf.SS Wll1. 8E MAINTAIN[O TO ALL OR/VEWA)S UNLESS On-lER ARRANGEME1'/1S AR[ MAD£ 6. TRENCHES MUST BE BACKFILLfD OR PI.ATEO DURING NON-WORKING HOURS UNL£SS K-RA/1. BARRIERS ARE PROVIDED. K-RA/l. IS APPR(N[O ONLY WHEN SP(CIFICAllY SHOWN ON THE: APPR(N[O TRAFFJC CONTROL PU,N. Pl.ATES SHALL HA\lf ClEAIS ANO COLO MIX AT n-lE EOGfS AS APPRO\lf"O UY n-lE CITY INSPfCTOR. 7. EXISTTNG STRIPING, CROSSWAI.KS, LEGE:NDS ANO/OR PAVD.IENT WJ?KERS SHALL 8E REPtACW UY 11-1£ CONTRACTOR Wffll/N 24 HOURS, IF R[l.l(MI) OR lWolAGEO. a IIORK THAT DISTURBS NORMAL TRAFFJC SIGNil TTMING OPERATIONS SHALL 8E COOROINATflJ Win-I n-lE CITY OF G'Ji'I.SSW. CONTACT STRffTS OMS/ON AT (760) 4J4-29Jl 72 HOURS PRIOR TO COMMENCING WORK 9. TRAFFJC SIGNALS SHALL REMAIN FIJI.LY ACIUATflJ AT All TTMES, UNLESS On-lERW/Sf APPRO\lf"O UY n-lE CITY fNGINEER OR HIS REPRESENTATIV£ IF TRAFFJC S/GNAl LOOP DETECTORS ARf RENOERfD INOPERATT\lf UY n-lE PROPOSED IIORK, VIDEO OUECTION SHALL BE USfD TO PROVIDE ACIUATION. 10. ruGGERS SHALL BE EQUIPPfD Win-I A WHITE HARD HAT, AN OP.ANGE \,BT, AND A "STOP /SL ow· PADDIE ON A 5 FOOT STAFF. 11. ALL TRAFFJC CONTROL DfVIC£S MUST BE MAINTAINED 24 HOURS A ™Y. 7 ™)S PfR WW<, UY n-lE CONTRACTOR. 12. ALL TRAFFJC CONTROL SHALL 8E IN ACCORfWICf WfTH n-lE C41.JFORNL4 MANUAL ON UNIFORM TRAFFJC CONTROL DEVICf.S {CA-MUTCO 2006 EDITION). • 1 J. TRAFFJC CONTROL PU,N SUBMITTALS ARE REQUIRfO FOR fACH PHASf OF n-lE WORK IN n-lE DETAIi., FORMAT, ANO QUAI.JTY ILLUSTRATflJ ON THIS SHEET. 14. All TRAFFJC CONTROL DfVIC£S SHALL Bf: Rfl.lOl,fO FROM VIEW OR CO\.fRED WHEN NOT IN USf. 15. THE CITY ENGINEER OR HIS REPRES£NTATT\lf HAS THE AUTHORITY TO INl11ATE FIEI..D CHANGES TO INSURE PUBI.JC SAff/Y. t 6. ALL IIORK N'ITCT/NG BUS STOPS SHALL 8E COOROINATflJ WfTH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTD AT {760) 967-2828 AT LEAST 72 HOURS IN AOVANCE OF STARTING WORK. 17. CIWWBI.£ MfSSAGf SIGNS SHAil BE USfD IN AOVANCf OF TRAFFJC CONTROi. ON MAJOR ANO PRIME ARTERW..S, UNLESS On-lERWISE N'PROVE:O. 1HE:SE SIGNS SHALL BE SHOWN ON THE: TRAFFJC CONTROL PU,N. 18. THE FOllOWING AGEJICIES SHALL BE NOTTFIEO 48 HOURS IN ADVANCE OF ANY DETOUR ANO/OR CONSTRUCTION ACTTVITTE:S. FIRE OCPART'MENT POI.JC[ DEPARTMENT POST OFf1Cf PUBI.JC WORKS CARt.SBAO UN/FlfD SCHOOi.. DISTRICT (760) 9Jt-2141 (760) 931-2100 (800) 275-8777 (760) 602-2720 (760) JJ1-5000 SIGNS: (All SIGNS SHALL 8E REFl£CTDRfZEO ANO OF STANDARD Sil£ IIORK ARfA WARNING SIGNS SHALL 8E ORANGf SIGN FACE) C17(35) C30 G20-2 R4-7a W1-4 W20-1 W20-5(R) W4-2(R) 35 MPH CONSTRUCTION ZONE SPEED LIMIT (CA CODE) LANE CLOSED (CA CODE) END ROAD WORK KEEP RIGHT DIRECTIONAL AAROW ROAD WORK AHEAD RIGHT LANE CLOSED AHEAD LANE DROP SIGN 1. AT LEAST ONE PERSON SHALL BE ASS/GNfD TO FUil TTME MAINTENANCE OF TRAFFJC CONTROL 0£VICES ON ALL NIGHT LANE CLOSURES. 2. All WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE /LLUM/NATflJ OR REFl£CTORfZED AS SPECIFIED Ill THE SPfCIFICAT/ONS. J. ALL AOVANCf WARNING SIGN INSTALLATIONS SHALL 8E EQUIPPED WITH FIAGS FOR ™YTIME CLOSURES OF ALL MAJOR ANO PRIME ARTERW.S. fl.ASHING BfACONS SHALL 8E USfD DURING NIGHT LANE CLOSURES. 4. A G20-2 "ENO ROAD WORK' SIGN SHAil BE PLACED AT THE ENO OF n-lE LANE CLOSURE UNLESS n-lE ENO OF IHE WORK ARfA IS OBVIOUS, OR ENOS Wffll/N A I.ARGER PROJECT UM/7S. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE /LLUMINATflJ TRAFFIC CONES OR flTTflJ WITH 1 J• RffiECTT\lf SI.EE\IES. 6. fl.ASHING ARROW SIGNS SHALL BE USfD PER THE CAJ.JFORN/A MANUAL ON UNIFORM TRAFFIC CONTROL O£VICES (CA-MUTCO 2006 fD/TION). FOR USE IN CAUFORNIA). Sll£NT TrPE SHALL BE USED IN RESJOEN1IAI. AREAS. 7. IHE MAX/WM SPACING fJfJWW/ CONES IN A TN'fR OR A WIGOIT SHALL BE APPROXIMAilY AS SHOWN IN TABLE 1. 8. ADDITIONAL ADVANCE FIJlGGERS SHALL 8E REQUIRED WHEN TRAFFJC QUEUES Of\lfLOP. FlAGGfR STATIONS FOR WORK AT NIGHT SHALL BE /llUMINATflJ AS NOTflJ IN SfCOON 6G.20 OF THE MUTCO. 9. PU.CE CJO (CA) VJ.IE CLosm· SIGN AT soo'-1000' INTERVALS THROUGHOUT EX100ED IIORK ARfAS. 10. All REQUIRfD SIGNS THAT ARf TO BE WT IN PU.CE OVER .4 WW<ENO OR HOLl™Y SHALL 8E POST MOUNTED USING SQUARE PERFORATED STEEL TUBING WfTH BRfAKA'NAY ~ PfR SORSO 1.1-45. 1 1. CONSTRUCTION ARfA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SfCTION 12 OF n-lE MOST RECEJ/T EDITION OF n-lE CALTRANS STANDARD SPfCIFICATIONS. TRAFFIC SIGN LEGEND ROAD .i()RK SPEED LIMIT 35 £NO 35 SPEED LIMIT C17(CA)(FRONT) Cl 7(CA)(BACK) END ROAD WORK C30(CA) G20-2 ~ KEEP q RIGHT R4-7a W1-4(L) W20-1 W20-5(R) W4-2(R) Underground Service Alert Basis of Coordinates: BENCH MARK: Call: TOLL FREE 1 -800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NAO 83 (1991.35 EPOCH) CLSB-115 N 2002712.371' E 6234-065.652' El.EV. 319.004' (NA\/088) RECORD Of' SURVEY 17271, 2" IRON PIPE ANO DISC STAMPED "CLSB-115 L.S. 6215" IN \11£ST SIDE AC SHOOLDER OPPOSITE 3935 SKYLINE RO. - CLSB-126 N 2001291.609' E 6236635.227' ELEV 76.767' (NA\/0) RECORD OF SURVEY 17271, 2• IRON PIPE ANO DISC STAMPED "CLSB-126 L.S. 6215" 15 FEET OFF EAST SHOULDER OF EL CAMINO REAL 100 FEET SOOTH OF INTERSECTION 111TH TAMARACK AVE. CLSB-126 ELEV.: 76. 767" DAllJM: NA\/0 88 RECORD Of' SURVEY 17271 2" IRON PIPE AND DISC STAMPED "CLSB-126 LS. 6215" 15 FEET OFF EAST SHOULDER Of' EL CAMINO REAL 100 FEET SOUTH OF INTERSECTION 111TH TAMARACK AVE. WORKSITE TRAFFIC CONTROL PLAN CITY OF CARLSBAD EL CAMINO REAL TRAFFIC CONTROL FOR CMP REPLACEMENT PROGRAM {ALDER AVENUE) IMRR-ON RD /LLAGE DEL ~ CALAVERA RD ~ RD ALGA ~ Q J AVE VICINITY MAP NOT TO SCALE PREPARED BY: .. HARRIS & ASSOCIATES 750 a Street, Sulto 1800 HAS BUILTH _#,d4, &2·::u.---t;~?A~II P.E. !.a~ EXP .. &3/....=J:2-DATE 1111 Son D1990, CA 92101 (619) 238-1778 • FAX {619) 236-1179 AU M. SI-W1ZAO NO. TR 2295 DATE DATE DA TE INITIAL ENGINEER OF WORK H: \Carlsbad\CMP-Replacement_Alder-Ave \IMPROVEMENT PLANS\SHT -05-ALDER-AV-TCP.dwg 9/17/2009 3: 15: 24 PM PDT RE'v1SION DESCRIPTION GENERAL NOTES TO CONTRACTOR: A IT IS 11-1£ RESPONS/811.JTY OF THE: CONTRACTOR PERFORMING IIORK ON A PU8I..IC STREU TO INSTALL ANO MAINTAIN 11-1£ TRAFFJC CONTROL DiWCES AS SHOWN HEREIN, AS WEU. AS ANY SUCH ADDITIONAL TRAFFJC CONTROL O£VICE AS MAY 8E REQUIRED TO INSURE IHE SAFE MOVEMENT OF TRAFFJC ANO PfDESTR/ANS n-lROUGH OR AROUND n-lE WORK ARfA AND PROVIDE MAXIMUM PROTECTION ANO S4Ff1Y TO CONSTRUCTION WORKERS. B. THE: CITY ANO CALTRANS RESERVES n-lE RIGHT TO OBSEIM n-lESE TRAFFJC CONTROL Pl.ANS IN USE ANO TO IMKE ANY NECESSARY CHANGES AS flflD CONDITIONS WARRANT. ANY CHANGES SHALL SUPERSEDE IHESE PLANS ANO BE DONE PER MUTCO WITH THE: N'PROVAL OF 11-1£ CITY ENGINEER, SOLil.Y AT THE CONTRACTOR'S EXPENSE. REVISED TRAFFJC CONTROL Pl.ANS MAY BE REQUIRED UY THE CITY. EXACT LOCATION OF ALL EQUIPMENT AND TRAFFIC CONTROL DiWCES SHALL BE DUfRM/NEO f1Y 11-1£ ENGINEER. C. All DEIJNEATORS SHALL 8E EQUIPPfD WfTH RER.£CTT\lf BAND AT NIGHT TTM£ 0. ALL TRAFFJC LANES SHALL HA\lf A MINIMUM OF J FfET CI.EARANCE FROM OPEN EXc.\VAT/ONS ANO A MINIMUM OF 2 FfET FROM VER71CA/. OBSTRUCTIONS. £ OPEN TRENCH WITH l£SS THAN f1Vf FfET OF CI.IARANCE SHALL 8E PROTECTED UY K-RA/l. BARRIERS ANO TEMPO/W?Y CRASH CUSHIONS INSTALLfD PER CALTRANS STAN~S. F. CONTRACTOR SHALL PROVIDE ruGGERS AS DEEMfD NECESSARY UY n-lE CITY ENGINEER. G. ALL AOVANCfD WARNING SIGNS SHALL 8E EQUIPPED WITH FIAGS DURING ™YTIME WORKING HOURS ANO WITH WARNING UGHTS AT NIGHT. H. TRAFFIC S/GNilS SHALL REWJN Ill OPERATION AT All TTME:S. CONR.ICTING TRAFFJC SIGNAL INDICATIONS SHALL BE COVERED ANO SIGNAL OPERATION DURING EACH CONSTRUCTION PHASE SHALL BE COORDINATED WITH ANO APPR<MD f1Y THE: CITY ENGINEER. I. PlACE ADDITIONAL VJ.IE CLOSED• (CJO) SIGNS ON TrPE H B4RRICADES AT 150 FOOT INTERVALS THROUGHOUT EXTENDED WORK ARfAS IN EACH LANE THAT IS CLOSED. INSTALL •OPEN TRfNCH• (C27) SIGNS WHENEVER AN OPEN fXCAVATION ARfA EX/SIS ADJACENT TO THE TRA\lf"LEO 'NAY. J. ALL TEMPORARY TRAFFJC CONTROL 0£VICES SHALL BE REMOVfD FOllOWING COMPf.E/JON OF EACH CONSTRUCTION STAGE ANO THE: PERMANENT TRAFFJC CONTROL DEVICES SHALL 8E RESTORED TO ORIGINAL LOCATIONS UY n-lE CONTRACTOR UPON COMPIET/ON OF PROJECT. K. CONTRACTOR SHALL REPIACE/REPAIR All lWolAGEO STRIPING Win-I TEMPORARY STRIPING OR RAISED PAVEMENT WJ?/([RS AT ENO OF EACH WORKING ™Y. L CONTRACTOR SHALL COMPI.Y Win-I THE REQU/ROIENIS OF THE: AMERICAN 0/SABIUTY ACT NXF.SSIBIUTY GUIDEUNES ANO Win-I 11-1£ CA/JFORN/A ACCESSIBIUTY GU/OWNES AS REV,Tf() TO PfOESTRIAN ACCESS ANO SHALL MAINTAIN PfDESTRIAN NXf.SS AT ALL TTMES PER All4 REQUIREMENTS. All4 REQUIREMENTS. S/DEWAI..I( CLOSURE/DETOUR SHALL COMPLY WITH THE MUTCO STAN~S. M. CONTRACTOR SHALL POST "sn.100!.• UNEMN I.ANES, "STEEL PLATES AHfAD• OR "BUMP• SIGNS, FOR PAVD.IENT SURFACE DISRUPTIONS OF½ IN. OR GREATER. PAVD.IENT DISRIJPTIONS OF 1 IN. OR GREATER SHALL HA\lf BEVfl.fD EDGE OF FOUR (4) HORiZONTAL TO ONE (1) VERTICAL.. N. CONTRACTOR SHALL COVER OR REMOVE All CONFUCTTNG SIGNS. 0. CONTRACTOR SHALL INSTALL "CAUTION STEEL Pl.ATES AJ-IEAO• AND/OR "RouGH RO,IJ)• SIGNS IN ADVANCE OF STEEi. Pl.ATE BRIDGING. P. CONTRACTOR SHALL NOTIFY NCTD AT (760) 967-2828 OR ANY On-lER Aflf.CTED TRANSIT SERVICES AT I.EAST 72 HOURS PRIOR TO CONSTRUCTION. Q. CONTRACTOR SHALL NOTTfY ALL N'ITCTflJ RESIDENTS ANO El/JS/NESS f1Vf (5) IIORKING ™)S PRIOR TO CONSTRUCT/ON. R. ALL TRAFFJC CONTROL 0£VICES SHALL 8E KEPT IN THEIR PROPER POSITION AT ALL TTMES, ANO SHALL 8E REPAIRED, RfP!ACED, OR CLEANED NECf'SSAH'f TO PRfSEJM THEIR APPFJ.PJ.NCf AND CONTTNUITY. TABLE 1 POSTED TAPER SPACING Of SIGN STREET SPEED LENGTH (L) CHANNELIZING DE'v1CE SPACING LIMIT FOR WID™ Of' 12 FT OFFSET EL CAMINO L -660' (MERGE) 50'(TAPER) 55 MPH 1/2L -330' (SHIFT) 100' (TANGENT) 660' REAL 1/3L -220' (SHOULDER) 25' (CONFLICT) L -245' (MERGE) 25'(TAPER) WORK ZONE 35 MPH 1 /2L -125' (SHIFT) 50' (TANGENT) 250' 1 /3L -85' (SHOULDER) 15' (CONFLICT) EXACT SPACING MAY VARY DUE TO FIELD CONDITIONS I r.====:::;:-::=======:::::=================:::::;-;:::::=::::;-, I SH5EET I CITY OF CARLSBAD 167 ENGINEERING DEPARMENT ~ ~-----------~ DA TE INITIAL DA TE INITIAL OTI-IER APPROVAL CITY APPROVAL CMP REPLACEMENT PROGRAM APPROVED EL CAMINO REAL TRAFFIC CONTROL (ALDER A VENUE, WILLIAM E. MMER ~ ~a'#; CE 28176 EXP. 031/10 ~ ·d DATE DWN BY: CB CHKD BY: BS FIELD BY: JN 082-0071.01 PROJECT NO. 6607-3 DRA'MNG NO. 463-7 - Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG -------------------- ---- Basis of Coordinates: NAO 83 (1991.35 EPOCH) CLSB-115 N 2002712.371' E 6234065.652' ELEV. 319.004' (NAVD88) RECORD Of SURVEY 17271, 2• IRON PIPE AND DISC STAMPED "CLSB-115 LS. 6215" IN v.£ST SIDE AC SHOULDER OPPOSITE 3935 SKYLINE RD. - CLSB-126 N 2001291.609' E 6236535.227" ELEV 76.767" (NAVO) RECORD OF SURVEY 17271, 2• IRON PIPE AND DISC STAMPED "CLSB-126 LS. 6215" 15 FEET OFF EAST SHOULDER OF EL CAMINO REAL 100 FEET SOUTH OF INTERSECTION 'MTH TAMARACK AVE. -- ---- BENCH MARK: CLSB-126 ELEV.: 76. 76 7' DATUM: NAVO 88 RECORD Of SURVEY 17271 (26') 2• IRON PIPE AND DISC STAMPED "CLSB-126 LS. 6215" 15 FEET OFF EAST SHOULDER Of EL CAMINO REAL 100 FEET SOUTH Of INTERSECTION 'MTH TAMARACK AVE. ------ --- W1-4{Ll) FAB ( CHEVRON MOOE) LEGEND ~ -WORK ZONE ~ -TEMPORARY SIGN • -REFLECTORIZED TRAFFIC CONE ,. -DIRECTION Of TRAVEL [ -TYPE THREE BARRICADE rn -fAB (FLASHING ARROW BOARD) ' -EXISTING TYPE L DELINEA TORS 0 AS BUIL T 0 ./,Mk/,~ ~-20-11 P.E.Z9.£2'1 EXP.~'!,t,,a.-DATE DATE - --- r-__ EXISTING DELINEATORS TO REMAIN --- -5' MIN. -12' MIN. 12' WORK-ZONE'--- ~ __ EXISTING DELINEA TORS TO REMAIN 1 --(26') --(12') c~i------l-- 100' MIN. PREPARED BY: - HARRIS & ASSOCIATES 750 B Sine!, Suffe t 800 1111 Son Diogo, CA 92101 (619) 236-1778 • FAX (619) 236-1179 ~~$·'-::>· ~-'1S. o't AU M. SHAfjZAD NO. TR 2295 DATE 50' BUFFER ,-- I .-=~---~-1 -<~::"~ ·' --. --,,.-. ~, . . -·. . ,,.-~ . r .. ··"' I I I ·· Ii I ., I / ,_ . ...___ __ EXISTING 1 B INCH PIPE FROM I · ALDER A VENUE, TO BE LINED SHIGEKO HOERNL[IN TRUST . // .• JILL A. MCLAUGHLIN I 3801 ALDER JWE ~ / 3800 ALDER A VE. APN: 207-063-31 /; / APN: 207-063-24 I I I DA TE INITIAL ENGINEER OF WORK I r .. // J-I ,:1 I 1' 1-., I' I .,,1.~- ' ,. I GRAPHIC SCALE ( Ill nBT ) 1 Inch a 40 tL REVISION DESCRIPTION CA TE INITIAL OTHER APPROVAL 200' 'j DA TE INITIAL CITY APPROVAL W20-1 ~ (26') (12') (13') (12') (13') [6T a.f 200'. G20-2-7 C-17(CA) '35 MPH' BACK I I I I I I I SH6EET I CITY OF CARLSBAD 167 ENGINEERING DEPARMENT ~ ~------------~ CMP REPLACEMENT PROGRAM DWN BY: CB CHKD BY: BS FIELD BY: EL CAMINO REAL TRAFFIC CONTROL (ALDER AVENUE) PROJECT NO. 6607-3 DRAWING NO. 463-7 JN 082-0071.01 ~ ~ (j 0 l'( Q ~- ~ l,J ' ~ ltJ () :~ Q uJ a-: 11 ~ (J