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HomeMy WebLinkAboutDWG 284-3; AD 86-06; BLEP PHASE II;\ WINDROSE LEGEND DESIGNATES SHEET NUMBER -···· -.. ····-----·-"··---·-·-·"'" STORM DRAIN AND APPURTENANCES SEWER MAIN AND ACCESS HOLE -WATER MAIN AND APPURTENANCES WATER MAIN VALVES STREET LIGHT (PUBLIC HPS) FIRE HYDRANT ----S-0--- ---W------0- • __ ,.._ ASSESSMENT DISTRICT BOUNDARY~ LIMITS OF ASSESSMENT DISTRICT IMPROVEMENTS (PHASE 1) iEE 5HT 18/19__ FOR5TORM OR14/N5 CARLSBAD BLVD. RIGHT-·OF-WAY E)(/,'5TIN6 SEWER FtJRCt: MAINS 8€lOC/.llcD FORCE Ml'/!NS 6195 MAIN tlNOEl?GROVIVD TELEPHONE CONDI/IT (ABANDONED) $0.IM:1. ENGINEER' S_]fOTI!; PM- --G--- -T----T--- THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THOSE SPECIFIC SOILS -REI.ATED RI!COMMENDATIONS WHICH CAN BB VERIFIED ON THE PLAN, AND WHICH ARE FOUND IN •_rHB SOILS REPORTS PREPARED BY WOOL)WARD-·CLYDE CONSUL'rAN'I'S I PRO,JECT NO. 8 7 5107 2W- Sl01., 531471(,.Silll AND 87510721-PDOl. THE REFERENCED SOILS REPORTS SHl\I,I, i,E PART OF THIS Pl,AN AND ALL GRADING WORK SHAl..,L, BE DONE IN ACCORDANCE WlTH THE REFERE:NCED REPORTS. BY ____________ ~ DATE _______ , JA/V/E.5 1:· CAVALll/V R.C.E_ 1110 1.95 EXPIRES 0·30-8:J PACIF'/C OCEAN VICINITY MAP •-•""---~m-m.~ . .,,-------.,•~"'-••--- NOT TO SCALE DECLARA'rION OF' RESPONSIBLE CHARGE I I I HE:RE:OY DECLARE THAT I AM Tl!E:: ENGINEER OF ';,,!ORK FO~{ Tl!IS f'RCJ,JEC'T', THAT l HAVE EXEH.ClSED Rl:::Sl'O~;_'.'..; 'U3L.8 CHAH_Gl°'.: OVE:R 'l'H~ i.JE:3 I(;N OF 'I'Jfr: FL\O,TECT AS DEFINGD IN SBCTIDI~ 6703 UF TIIE D:JSINESS ,\'.:JD PHOFESSIONS con,:, AND 'l'H/11' 'rHE llF:S T(_;N Tt: CONfJTS'l'F::N"r WT'l'I! CURRENT ;3TANDARD:O. I UNDERSTAND THAT THE CHECK OF PROJECT DRAi;;INGS AND SPECIFICATIONS BY Tl1E CITY OF CARLSBAD IS CONFINED TO A REVIEW . ONLY AND DOES NO'!' RELIEVE ML~.' A~; ENGl.NL.!.~8 ::~-.r.' ';\J\)R.K, C.i? ~y RESPONSIDLITIES FOR PROJECT DESIGN. 0' DAY CONSl./I/l'ANTS 7/'.iO--SH f:L CPMTNO RE/IL CAIU,SBAD, CALH'ORNIA 92009 (619) 911 ·,1010 PATRICK N_ O'DAY R.C_J<:_ I27?.l.4 DATE, I I EXPIRES 3-31·89 FIRE CITY I FIRE MARSH I\L - CIRCLE, 1 ASSESSMENT ;NTER5TATE 5 -- 4l LEUCADIA BATIQUITOS, DISTRICT 5AT/Qt/l70.5 LAGOON lcDI_IC,4 TltJ),/,4l PAR!-< j M4P ;VO, //GIG 86-6 ------- f;/'l.5'1. /JESlt]!,V6 ,8115/N 1~ ~f~ J; COUNTY WATER DISTRICT -· ...... ,~ ... ~ .... -... ,llfMI ~IJ. MIQt!i!Y I i ll Ui4illl L ii Z!l.!Lk&CC: I Ji SS C~lRLSBAD --__ .. \ \. '\ -~-~\ I I I I \ \ \ I I &LUU.ti I :az::::a.a;,;a; ,j,\WilffiMMZ auc:•ll!ffil.Dffit@liifii.MiidiilMU\iCMitS a:a .::a:,•1•--------------- BLVD. WINl)R()Sf~ CIRCLE AVENI DA BA'flQI...IITOS (PUBLIC) (PUBLIC) CONSTRUCT CONTIGUOUS SIDEWALi{ 8{.)TH SIOES SEE SHEET e, FOR AVEI\UDA BJJ~ TIQUITOS BRIDGE ()VER RAJl~ROAD AND1 CARLSBAD BLVD. ., T,rlJICAl. SECTl10NS PAVEMENT f;EC'l'TON PER CITY OF' CART~SBA!l STANDARDS. UPON COMPl,ETJON OF' HOUGH GRADING "II" VALUI:S SHALL BE DETER.MI.NED BY 'I'HE SOII,S ENG f.NEEH AND STR.UC'f."'IJRAL BECTJDN!.-; FOR ALL STRETJ'S SHAl.,L B)c• ci\TllMITTED TO 1:'l!E CI'l'Y l':NGINEER FOR APPROVAL. SAID STHUCTUR/\L Si,CTlOllt, SHALL HE lff:FLECTLll ON THESE PJ.!\NS . INDJCI\Tl''.8 GRA!}r; AND/OR ·rop O.F CIJF.ll P.ER PROFILE Ll\NI)SCAPING TC BJ; 11/1,INTAI!IED Ii,',' OWN!;RS' ASSOC:JATlON eV:'AIC!IA,Z-'7,f{t'- tJl!::il",(.-'J'PTIC,1/: 5iW;VO,4,f0-.0/5C SET rLUS!-1 JAi N0/?17-/B/.57 C0/2Wt'R 01· f3R/06l: ,4tJ//TMe/1.17- LCICJ/T!ON !?flOllT I MILE /r/Ol?T!I Of' LEUCADIA ON CJ/RL:itJ/10 8!..VO NOl?fl/fJO{JNO 8,flfJ6E C~i755tA/0 f}I/T(Ql/!TOS Uf[jOON • 5AAI J/A,f'COS Cl?t::.'K. 1 Alti-419 !J e ,l'EC0/21?e[,) lif'C!A,f -AIOi?li./ COIJA/TY /letfTIC4L COAJTl?OL aATA l300K, PA&"£ /35, ;!/o. OC 0140. f!lJD07lOA/ : /~-68c M. 5 L_ ' @·-' q')£l/l,'1J-CONSULT ANTS • (~-,l·V";·;·,' ~;·;~~::-;~-i-·~---~--i·~~:~ ---·---·----~"""' .,,,, .. , ,,, .. "" .. ',._,,_,,.;-:;~;·-;2;"1""i----(~A"i:,1·~·;.:;--·~, ~------+---+-----------------J-__j __ ___j_ __ ___j . '""""-··---······"'""-··"'-"'" ... ·------·- . '·~· DEPARTMENT COSTA RE.AL MUNICIPAL OF CARLSBAD WATER DISTRICT ------- DATE f,, J GREANEY., 1,1.-·TRICT ENGINEER, R.c.·E. 40?,15 ,, ------·-· ----w--" ~--- i'l..ANNINC • f'R(X Ell~,IN(; St.lRVF-Yl'\l(; , .. ,\ f.l. I ' ( r\l !?.Ah'("H(", Ii\ coq·,~ ,H,n.P .. Al: :·.c,1:1.:,lt/\, ,·1,'.1)()~ f'H(1;,· ,19;,1,1,1 (,10 "~"'"--""'" C11 Slii NI r, IJY £jO/~~SC,V, T RE/>51.1.C>, 0/\"ll.: ·--------.. DRI\WN sv-L A.M_ -----SCALL A$ .. ,. __ PROJLCT EWiR .fl rLcrcl-le:R JUBNlj,· S4 ···-··" ,_.,,,. .. , .. ___ ,,.......... . ----,■Nu,oo-■-----~-.... "" ENGINEER or WORK . ,.~ ' .. ,1,., • , .... ""····-· ···--"""" -.... .,~ ... _,,_,_,, ______ ,_., ___ ,_ P. N O'lJAY P, CL 272/,t. ·----,----~------·•--·- llt455 i I 55- l ' I. l ' I ····r ' ... I I I . ! I i • I 1.. i : . .I . I . I . .l. l . .,l .. ·· ................... . . I. .... ,. 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"e-1•, OR NG"Cl/RB TO BR/OGE CURB IN THE LAST 25 FEET-MATCH Gf./TTE;r PLOW L. INcS, FOl'f QETA/1.S OF APPROACH 51.ll69 5££ 5JIE£T Z9 DATf; DRAWING NO. 284-3 I I CM. w.a 8?--108 c.r. 85-3?; .38 B+-1119 VARIES 10 1 R/J11___ /.J'Mltl. LINE ,id TYPE 06° Cl/RB l6LITTEl?(lYl:J 4(' i ____ f:5' PAVEMENT 8' 8' 4-' IZ' 9' 5 ''A.C. PAVEMENT ~ OVER G"AGrJ. BASE (TYP.J MIN. _ _. fJB_C. II LINE I' ~ ?.-.,, TYPE"B-2" C/JR8t6llTTER STA. 217+50.00 TO STA. 223+34.60 (NORTH BOUND) IOe' ANO VARIES ~------------~=---~-~~---------~-, VARIES 41' ~ "BC."llNE VARIES --t~---c-'--'-----~..,_, _____ _:_:_:_ci=-=---------~1 R/111. ---O ' ' V ,,., "' LINE 1 1 ,~_l_'-t--8=----t---8-1--~-----'f!=-=5:....'_-t------=2-=-5--'--'".:..:.VA"-'R.;;.::'IE,::S__.-,-~--'-'VAc.:.:R..:.::'I.E=--8=---~-I STATE/?//,//_ ' ,..,5' 1---LINE " 4/ 12' 9' VARIES V.Aki£S11f.:1,'_ ,t PVM'T BIKE if~ G'-.9' mAAIS ,-,,_., WEST I t.ANf Pflrl'f. ,,_-LANE CKOW# W EAST ' LINE CROSS !'AU' VAR/ABLE o 1 1!~~~~~~~2% 5ECT/ON -THICKNESS ~ EXIST ,!•}• :_;;~/// / / /// //// / _-I .•. _.,_~ t~..;_i -.._ / ·\1''11 -\ t,· AC " / STA. e§Bt-35.96 TYPE"a -zu .BERM \_/ BE6/N 4"P.C.C S/fJE "'t6".4.C. PAVEMENT C//1?8 t/6UTTER EXISTING PAVEMENT WALK IV/Tl/ 4"AG0. -OVER 6" AGG BASE BASE. ( TYi?) MIN. TYPE "GH CURB¢ GUTTER (TYP.J NOl?T/180!.IND SWT/180!.IND STA. 223 +88.85 TO STA. 225+60.39 t,;4RIES ..., 18' MAX TO ff Ar LEFT TURA/ POCKETS (NO/rTJIBOl/!VO) 102' AND VA!i/ES (SOIJTHfJOtJND) • ;'8.C.,, L !NE/41' fO' 41'~ 45' ~ · VARIES i-.-c~-~----'-------'-~ ---1--~"-···--·-·-- 8' 8',t4'1 121 , .,, /?' 14-' 8' 8' R/W. __ LINE I I I G f BIKE q __ I f:5',i VAff.1 I 25'.i VA/i'.I .. r ,t_ 8//(£ s':':,,4!: EAST , --uNE I LINE ' WEST /,;q;;,;, '1/..f' -~ STATE l?/111. I LIN£ I l/J/1/t f'f&f'l LANE LANE~ P/l&f'T LANE "ES • 2% n,,::,MJli EXIST-~', j 2o/o • • ,j-..::; , • •gr-~ 6/fOUJVIJ~' __ _ ' .,~i--)'t:,,,/,//////////~ , ··:.·----,,~\\','' --/V-'i'· 11' I / I is:~ ~ ~ ~ ' ' TYPE "B-2''Ct.lR8 I/ , _fXISTIN6 '-/ 4"P.C.C. 8/Dllf/lJLK. ,t. GI) TTER PAVEMENT '--llll//1 4"A66. BASE t.ANOSCAPfO/dfOIAN_ AC LEVEL COl/f?SE TYPE •G 11 CfJRB If-_ * 5"A.C PA VfMENl OVER 6"... _ 1/IZ"A.C S/JRl"ACE CDtlRSe GUTTER (TYP) A66. 8//St ( TYP) MIN. SAWCIIT ANO REMOJIE EXIST/IVG PllflEMENT IWIERE .4.C Stiff/AC[ AND LEJ/El CO//RS'E IS 6RE.l/1ER. _ 1/IAN @IJ AND REPLACE J/1I711 COMPACTED SI/BGRAOE A!VlJ 5''AC PAVEMENT OVER 8''!111/1. .4GG. fJASE. STA. 225 +60.39 TO STA. 232+70.00 ir!W_ LINE I I !0:?'.4ND //ARIES !O' 41' 511 ti /1,4/i'/ES !i.5' 8' 8' 4'1 IE' 9' _,,.-"BC.'LINE ~-+-,-.:;....,-+---+--+--~----=--1 BIKE LAN£ i -- fVlrl'T, EAST. I ZS' .HIN. ?5, <J_ ____ , f'VA1'1. WEST __ SllJTE J?/1#. I LINE I 2-l / EXIST~ ./ !::'% , , GROUNIJ'\ / c,_:.._:. ~-w...'.:....'t·' '->...,.~ -,.,,,\"~// EXISTING PAVEMEN1 TYPE''B·2" VARIABLE ll/lCKNESS CURB; GLlllER-A. C. OVERLAY T!i'AtVS/l/ON ~ l/f 5"A.C. PAVE.MEN! OVER 6" AGG.B.4SE (TYP. J MIN. STA. 232+70.00 TO STA. 234+00.00 l02' ANO V.4/f/ES -------·-------~------------, 10' 41' 51' i/14/i'IES -:-==--1-~----,-...:..:... ______ 1-----"'"---'....;.;..:.:..c=.c.._ ___ -i ff/ff. __ LINE I I ~'%, 56' 8' 8' • 4' 12 1 I 9' ,-"B.C"l!NE --------25_'_1 ~-/ VARIES BIKE I.A/VE t --1 fJIN'r EAST it; EXIST SOfJf/1 1 ---BOON/J 01/?tstJAO 1 ' BLVO. --STATE ff//#. llNE v;,;/f'/, ~'z." -2:/ EXIST-, <'$-..___ "--. 2% ~ fa-. 0ROUNlJ \ ./ ,..___ ' '2% ,,,,,, -~-,::s::::'''''''·~ \ / ~''c\ J ,.,.•' '-'-'---'\: ,f-._"'--.. I / rt,~i-i~ / // / ;// / / / / / /;, "' / ,i·I TYPE"B-2" __,, 4'/!C.C. S/OE/,f/,4{!( C/JRBtG'UTTER EXISTING WITH 4"A6G BASE PAVEMENT TYPE "G"CLIRB ~>I: 5" A.C. PAVEMENT ¢GOT1ER(TYI'} OVER 6" A06. BASE ( TYP.) MIN. STA. 234+00.00 TO STA. 242+07.69 NOTE "AH ALL EX/Sf/NG PAVE.ME NT SIIALl Bf TESTEO m'i' ADE&t/ACY AN/J II' OETOi'MINE/J T0/3£ l!VAfJE0tlATE SI/At/. BE lrE.#0/lf.lJ A;V.!J,,fEffACc.O 1/111# .Fl/LL STR//CTtlli'AL SECllON. e' It- tr, AVENI DA BA TIQUITOS BRIDGE OVER RAILROAD NOT TO SCALE NOTE 'B' DETAIL NOSE FLARE NOT TO SCA!. E ~ TE)(T/J/,'EO CONCRETE OR ._,, I- /NTE/fLOCl(IN6PIIVEfiS ~ '<: CURB L/Nc\ ~ - /:,/"> I I ,,.,, , \ \/:j (Q --------~,-<OV---.. ---·-+· ______ >a.J __ -'c-----1~ ' I I I --CENTERLINE -I I I I ~ ~ ~ -. ~ '<:I 10' c:, 10'-.:. /0 '"" f1:: {S) 8 BASE LI/VE fl::. ~ 10' 2, l.<'i 20' 10' (0' 10' 10' ~ 20' ~ ~ ~ 40' 40' 40' ~f----=----t---~c--------r------------1~ ~ IEO' MJN. '<l DETAIL 120' TAPER NOT7VSCAL£ CONCRETE OVERLAY DETAIL NOT TO SCALE A.C. PAVEMENTOYERLAY_ ' I ,,,. .,_,,_,,.,,, ✓✓ ✓✓ .,..,,,,,,,,..,,,_,, AR-IOCOTACK ,, ', ',, ' 'j' ", 'I' ' ' ',, COAT PEif S.S.P./f.C. ~ ~ -'--+~ ' '-"------'-t SECTION 30f-5. '3 :1 [XISTINGPAVEMfNT. _ THICKNESS OF .4.C. OVERlA Y A.C: LEVELING CO/JRSE VARIES O''-4" ASPHALT PAVEMENT OVERLAY DETAIL NOT TO SCALE. *_PAVEMENT SECTION PER CITY Ol'CARLSBAO S!ANOARDS (511 .4.C OVER 6 11 AG6/?E0ATE BASE). llPON COM Pl E !ION Of ROIJGII GRADING, 11R 11 VALUES SHALL BE OETERM/!VEO /JY TIil SOILS ENS!NEE/f AND STRtJCTfJRAL SECTIONS fOR I/Li. STREETS SHALL fJE Sf/BMITTElJ 7D THE CITY £NG/NEER f'OR APf',fO/l.4L. SAID ST/f'fJCTUl?/1( SECTIONS SHALL BE REl'LECTEO ON THESE PLANS. CARLSBAD BOULEVARD TYPICAL SECTIONS GR.401,u<;;" l!Mlr.5 ESTASLISf/EO i1Y A :?: I .5tOPE rRt'M R/w /../N.E m eXISTING 6x''1VAIO ctE'YA T/t'),/, * *-TfiANS!TION TO EXISTING PAVEMENT. Y~ /NO/CATES 6RAOE PER f'/i'Of'ILE NOT TO SCAl£ BENCH MARI(: OtSCRIPT/ON: ST.4NfJARO O!SC SET l'LUSfl IN NORIHEAS1 CORNE/f' Or BR/OGE ABt/T /VIENT. LOC/ITIO!V: ABOUT I MIL£ NORTH OF LEUCADIA ON CARLSBAD BLVD. NtJRTHBOUND 131?JD6£ CROSS/N6 BATl&UITOS LA600N-5AN MARCOS CREEK NO A78 13-C fiECORDEO rROAI: NOfiTII COUNTY JIERTICAL CONTROL DATA BOOK, PA6f /35 NO. o, 0/46, cicVATION: /3. (,,8l M.,;.l, ~ CITY OF CARLSBAD !SHEETS! r-----------------------,1--+---+--------~-.~-___J _ __j___-1----l ~ ENGINEERING OE PAR TM ENT ~ ~ @ ~<;!/)au CONSULTANTS t--+----+------------+--+---+---1 PLANS FOR THE GRADING a IMPROVEMENT Of: CIVIL ENGINECR~ 7750-lH FL CAMINO RFAL~ RANCHO LA COSTA CARLSBAD BOULE\ ''ARD PLANNING• PROCFSSING CARLSBAD, CALIFORNIA \J2008 Vi SURVEYING PHONF 6"19/944-10"10 t-----+---f,--------------1--1----+----I OESIG~EO BY:ZllEGE/,.t,Q,__ DATE._______ ASSESSMENT DISTRICT 86-6 DRAWN BY: s. GAT,5_5__ SCALL_,4~h't'ff;V t----+----+-------------+-1---+-~--l I A p p ROVED ; I PROJEcr ~NGR. II. Ft.cTCHe,'f JOR NO. • 84-1119 ----------------1-.'.:!~~~~~=====1....!..::'.'.'...'.:'.'..'.=:======-1~-+---+-------------l---l----l----1 RE. 2388'7 CI TY ENG I NEER DATE . r.NGINE:C:R OF WOiK ;); / 6/-. ~.···' -""//'--' ,//';} t---+----+-------------+-1---+----l ~o=w=N=. e=r=,,?~:=-==--==3';::;:;P=A=o=J E~C:::T::::==No~.:::;-;:::::::;OA;:;A~)lll~IN~G :;:N;::o_==: • ·#-DATE INITIAL S~T. DATE INITIAL CHKD.BY:,___ AD 8C,-<a 284 -3 P.' /v. 0 ',17,4y I' RCL. 272/4 DATE ENGINEER OF WORK REVISION DESCRIPTION NO cnv APPROVAL FIELD BK, • • C.MW.O. 87-/08 C.T.85-37,38 84-1//9 ! •. • .... . ..... ········+······· 1-... ...... ···--.... . ...... . . ..... i::·.~.:.: . .-······-.... " .... ·-·1-::..= .... ···-.... ·:·. . .. -+----+'---' __ =F--.+- •••• ·:· .. :·.: i=: ' ··-+-+-,-+. ----1-••• • .... :· ....... -+--+----I--! .... I +·-+-· •• +---+-...... . ..... ......... 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WATER CJATA ( " o. ~ i---q. o. • • , s M. ,v '; ~ • ~ ~ ~ .~ 't \ ~ ~ ll cS -:i 'JI~~""~ ~ N \ .!. <::J e·Josr 4 "ITP GAs MAI ~ ~ ~ I 'i / 1 ~ 1/1~ _/ --,..._ NO. ,:J oR BEARING li'Ao1us u1o11Sm REMARKS l'llf 1 ) •"'= c:::;W ~~1\1~ '~ ~~,•~1 ~-~~~ s;cS ~\ \ti)~ REMOV£..._EYIST.30"t;(M.P. / l\i~~ 1 I I · ....._ /-•• , N./9'49'57•#. --121.02'/2",,1.CP.(cl.-a:») 1 ---=50UTH C RLSBAtJ ~:s: i...,1\1 • ~ Sri~ (\J::e ~tt:S:;;: ·~ ~<:i\\J t:i. ~4.J ~ \ "'~ STORMORA!N-CtJTiPLUC ~~1'5) I / / j ;~~ _./ _// _____ ------___ \ ·:::---.. i!J•Z 0.33'45" /993.tJd 89.14 .. " " .--c c _ _j C. ___ c , ~-c. ___ ~ ~~: i.__~ <:... __ ,~-·.: --::,_.--c...= •• _ --_::~~:..-H~-+A~~· ~Z~"'-:i'3.~'3;-';4.~'.5;-;":;rz~o~o=7.~-~od~-;B~97.~7-;;6:-'t--;;h;-----,"~---1 J c_ -----... -::-•--·-L~· ' --.. ·-., r '-~-4 N,;9-A.9•.-.•u✓ ---=j.. ,,,., " " ---_ -.,. ~ ---.-·~-• -. · •:s:J.: •, ...___ . ----~ ---------.... __,, "' <P IV ---• -··-·--••• ~ -_-• > ... -••• -•• ~-------....._________ L..£"'----l. ___ :__....:...._ _ ___,'-----~-'-------~----~ -;, =====::::'---~-~=--~-::..;;:__~-§-··~~--------~-~~~·~~~~· ~'~~ ~ :.:;~~,~~ ~~ Pk-A/I,. ·&;4/U:,SBA0~-1/PUl.-§t)'ARP--~ ~-~-~-~;;~'j~ -NC)_--u2J CITY OF CAR LS BAO ISHEETSI --~\ -I r· ---------------------==~~ ----------~-.-£-3'5) --~1-~::t -•• • --~ ------(~5)---·-----~-----·- < -......___ -----------------1 3,0~ --~ --~ ~--· ,_--.:,=--c::-,:-· ~_·___ ____ ,----------------------~--t--t--------------1 --, ENG I NEE RING DE PAR TM ENT · _/ / --------------< 25 f ~~ t\i ~ AltJTE: SUSIIEET 20-/'.?~ TRArfiC S/GNALS AT AYE/11/PA-tUT/tff//RlS (;j Y <2/) PLANS FOR THE IMPROVEMENT OF: -:~?----··-_:=------___./ ,"~\;';; .• _-.f._.~.s.s .. •o .. ·, ... ,'{· ·. BENCH MARK: ,:,v,cENGINEERf!:1/ CONSUL~~~,:~LCAMINOR[AL,RANCHOLACOSfoA t---t--r---------------,---, CARLSBAD BOULEVARD ~ -• ----, , " ~~.'Oi~/'' PLAS~ING, POOC..:SSING CAOLSBAD, CALIFORNIA '2U S t---f--t---------------,---,-- 1 $, o,: PAI/EM ENT OAT,4 /:,/$ ·\'c;~ N~'-, ,>\ DESCRIPTION: STANDARD DISC SET FLUSH IN NORTHEAST SURVEYING PHON£61'l94••010 ASSESSMENT DISTRICT 86-6 F.M':o:'O""F.6.c=a"=''/f="ae.411/N6 Ff,40/(IS LENGTH FfEMARK5 ! .~: '--9 °~, ' l CORNER OF BRIOGE ABUTMENT. DESIGNE~ OY Ji'eC,(_?JO, AfiOYO DATE.:_ ~ .. ,-----4"'oc.,,--------t---+--ir---------------r---, ::=~~~~==================; m N.1q 0 4q•57•w. -400.2'1' NORTIIIIOI/NQ ri i},_:.,i,;' • .. ,., '.•,· '·\ •:; ., LOCATION: RBOUT !Mil{; NORTH Of' LcUCADtA ON DRAWNBY: .... ?jL.M.. --~ SCALE:~1c.,8,,_4•-.----'-'~,'"".,.:----.. --+-,~--------------t--'11_A __ P_P_R_o_v_E_o_,________ I ~~f-'-".!....!.-:--'c:-':-:'":':::;:-:-:+----, ., " I !,PR~O;J_IE~·c;!_T.!:,EN~u;:!:· R;;;,·';;;;H~. F;;;;l;;;;c~TC:;;;:H;;:€=/i'=.W:10;:_!R:.:_N::.:;O:;,;: .. •:;;::::::::::· =::::::"===ii-1i-,--------------r-7 ------@ N.l'1"49'57"W -3qq_7/ -• ,,\. • CARl~jjAD 8lVL>. NOR1Hl30VND 8RIDG£ CR055IJ.JG 1-t---t--r---------------,--,::";::E~-:::?;:;3M~::9=~C=j'l;:T~Y====E=:N~~GIN::::E~E~R~j=~OA~T;E=;;;~=j [1J J./. ;9• 4Q' 57"111. -400.29' GOtlTIIBOUNP ti ' ..(':;,) ... '.· '· ·• ·;,iJ l BIITl&//IT05 LAGOON· SAi.i MARC05 CRc€K NO. 1178 l.5C ENGINEER OF WORK OWN.8Y,~ __ 1 PROJECT NO. DRAWING NO. ~ N/q•49•57"W. -at,q_7/· " " '• ,· ... ·• 1 ; 1 ·'_~: 1 / RECOAOEO FROM: NOlfTH COUNTY VERTICAL CONTROL DATA ------·-----~-.~e~~~C'.~~/~~------..,0..aA.:...T_..E-"'ll,._Y,_._ ____ -::O:-:E:':S~C:-::R::--:IP-=T-=10-:-,N:-------A-P_P_. 1 0 CHK0.8Y, ___ , AO ar ,,-284- 3 L=.J , __ __.._ ___ ~------....._ BOOK, PAGE /35 NO OC. 0141'1 l':,r 4 r REVISIONS FIELOl!IK, . . u,-u, E)(Plfle~ 3/!i'l/89 ELEVATION: /3.(,,81: M.S..l.. ' P.N. O'OAY R.C.E. 272I DATE C.M.IA/.0. 87-/08 C.T.85-3?., 38 84-/1/.9 • ' ·t- NOT. ··t ............................... . ..., I ·! ! , , I ' I ! ......... !. ' ' I I . r· I : __ ,___----,·-·····.!.·· ........ '. ' I 1 .... ..... ..... -. 30; t ... L ................... ....... , .. ·········-···········~+------,----,----,. ·····-··'" ·········• . ' • LEFT ropiOF'. C¥fi'B ELEVATION = f PAVEMENT ELEVATION +0.(}9'(UN{ESS OTHERWISE • SHOWN}. li"/CHt ME0/,4/i/ TOP OF CURB ELEVATION ., f :PAVEMENT ELEVATION +0.7~' (IJIVLESS OTHEl(!W/SE SHOWN). ' ' • I J ( ·-··· ................ __ ' , ) ' I I 2 5 .. BASE CONTROL{"BC "./LINE DATA NO. I .a OR l5EARINC I RAO/US [LENGTH I N l9'49'57"W 5599' 2 lJ = 9' 31 '43" 1500.00' Z494G' 3 N29•zt'40"W /13.33' 4 iJ =If" 50'43" /500.00' 310. /(' 5 N/7"30'57"W 17(.I/' I l ! • • -t· ' ! ' t i • ··········-+·······• ' I : ! ' ..• ·····t··--···t-· .. -·····t···-·· --···-·•···. --t--i--'--1----,----,----, : ! ' I ' I . •···· .. ,i. . i I I . : I ·-~·-·····+· : . . .. ' I ' . . .. .). ....... . ! I • I ' . ' ' . ' ! : • . . l PROFl4E ., NORTHB UNO ARSB)40 ! ' I j .. , I ' ' . -+--+-----+-~+·-··· .. -··-.. ·-!" .. ·· .. -· ... :······ ; . L .... L. I ; : : I I ! .i ... .I. ! I -L ...•.... ·•· .. -j , ..... ; + ' ' ' · · · · .......... r··· .. ·1 ' ' ' . .. j l. .... , , ........ ~ . ' I I .. .. .. -f-·-'· • . _[,z·rx}Z" TEE - ise£ SIIEET NO. iFOR PROFILE I 1t1-" e 2t1-" ,.c-oReE :M)1/2 ~ w1t11 .J'TEct. c-11~1A1G. 5Ec 5Hc~T • ~ OF PAVEMENT DATA BENC/.1 MARK, /JlSCRIPT!ON: STAN0.4/?0 0/SC SET IZ IJSfl IN NORTIIEAST CORNER OP BRI/J6E ABtJTMENT. ~ ~?!!.rt:¥ CONSUL~ ~~,~~L CAMINO REAL, RANCHO LA COSTA ... ' NO. rn []'] IT] @] ~ D LI OR 8£ARIN(! 1_~~"10/l!S]if,YGTij N /9°49 '57"W 55.99' lJ•9"3/'43" 147500' 245.30' N29°2f '40"W fZ4. 26' LI" 11"50' 43" /52500' 31.5.28'' NI 7' 30'57'' W /G0.57' LOCATION: /l/30UT I Mlle. NORTJ-1 Of' L El/CAD/A ON CIIRLS8AD &VD. NORTJ.IBOl)ND !3RIDG€ CROSSIN6 /3AT/0.(JJ"T05 LAGMN-SAN Mll~COS CR£€X NaA78 ae ITECOROcD !'ROM: NORTH COUNTY VERTICAL CONTROL 04TA BOOK, PAGE /35 NO. OC 01-1" ELEVATION: 13.C,8( H.5.l. PLANNING• PROCFSSl~r; CAR I SBA[), CAUFORNIA 92003 SURVt:.YINl; 1-'HUNL f,l'J/'M4·10lU DESIGNED BY:?:" lfEGELLO DA TE: . ., ...... ~---··~·-··-···--- DRAWN HY: PL.MULRENIN ::;CALE· !'"~40' PROJLCT tNGR: M. FLETCh'tr,'? JOB NO.: 84· ///9 LNGINEf' R OF WOK.K: _,f?_ Jt ,0'3r, P-/e. d';, DATE INITIAL P. N. O'OAY RCl 272/4 DATE ENGINEER OF WORK PROV/PE '.f'E!,(.1/) Cf/SIi/ON • ' . ' -25 ..... . .. ~ .. REVISION DESCRIPTION SHT. NO. j ! I I I DATE I NO. I z 3 4 5 G, 7 8 9 .. /(, NO. [II [f] l:il @] ~ ~ [Z] NO. 0 -□ • I j : . : r :··-···'."""-··:··· ... •••• ·-·• : I -···--·, ---t-- ..... I I I . . . f/GL (/00) 2:3.~I) 25~ !· I I I 81''!?.C.f! 20:--'·······0 . . . ' . ) .. ·l ' i ; ·----'-·· -! ...... ·--·t .. "· ...... CURB DATA ---·····" - LI OR BEARING RAO/US ._, .... ,, .?ENCTH N l9'49'.57"W ..... -5.5.99' ~- L), 9'.3( '43" 1459,00' l42.ti4' Nl9"21 '40"W -l24.2C,' LI •l1"50'43" 1541.00' 318.59' ,. N l7"30'.57"W -ri,8.10' N l7'30'57"W -<,,8.10' .1 ,ff".50'43" 1509.00' 311. 97' N29'2l'40"/1( ..... ..... -124.ZG' A•9"31'43" 1491.00' Z47.9G' ·-·· N l9"49'57n W -5!5.99' ·~-~ WATER DATA ii OR /3£ARING !f REMARKS .. ,.,._ <i,"TYPE 'G 'CifC p " " ,, " ,, " ,, ,, ,, " " TYPE '8-2'CKG " ., " " ,. " rn.••·••-•••• ,, H " " " .. REMARKS -·· _ ............. RAOl(j_S llfNCTH ... --. "" .· ,·-··.,:,:·._,_· N l9"49'57"W -55.9'3, " fZ':4.C.R(CL~ZOO) 11•9'31'43. I 4(/4. 00' 243.80' " " " N Z!J"2f'40"IV -IR4.2f,' " n ,, -· tJ• 11"50'43" 1534.0li .Jf?. /4' ~ " ,, N 17' .JO' SliV 66.IIJ' .. n " N 27°2!J"fl..J"c -38.t,' " " ,, N 17°8(/ 5i''w -~531' " " ,, - - STORM DRAIN DATA L1 OR BEARING RADIUS L£_1'jGTH REMARKS N 72 'Z9 '03"E -537' 18" R.C.P(/350-o} ·- - ~ ~ CITY OF CARLSBAD 2 Er.lGINEERING DEPARTMENT (p PLANS FOR THE IMPROVEMENT OF: CARLSBAD BOULEVARD ASSESSMENT DISTRICT 86-6 I APPROVED: RE 23889 CITY ENGINEER DATf; I OWN.BY, PROJECT NO. DRAWING NO. CHKD.BY: INITIAL FIELD BK, A.Q BG-G 284-3 CITV APPROVAL c. A/. w. o. 87-/08 c.r. 85-37, 38 B4-1119 \ . , ..... ' • ·,·,.~.'.''·'·,·,1t·~~,1,ff~1~-~~1!•~~,~<.,.-1 rmtaill~!~~~~1~r~-~~~~~~~~~~1~1~1~:~~~~~~1~~!tnr,:,i~:-r!·':·::·~::<• ., ...... ,, ' .. t .'. GENF,AL NOTES Tl IF" 1 Hp;'-(()\lf-.Mnr;··s C(J\S] '.;1 lOi''" Tl )1'.·: r·(j __ l_()',,' IN(; YIORK !'() i-:-.1: IXlE:~ /\Ccm~J) I ~Jc TO TH:~S[ 1'1./:,,rt.;, l!it. 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D 8~-~ PARK r-1u~,r;···1pp, \'i';\Ti::-r·-: f.d:·'.-TKlCT c:,rTCTFTC/\TlOW:, /\~Ill~-;.,.\~~ DIT.('.,,J]l'.) \1/--,r::-~ \"11'.·)Tl·~lC"I i'.:.:::_;r:iu:r1,;,::1 .. Y. \CH P·1t· i~J-.MU\//\1 .. 01-. tn·:U.lC/\l llli-1 /iN:.': C/.lti~,11:-.C.:Tli)'~ TO F">(ViTm(. 1Hr?CNFl-1f"7~lT'-: AR!": N.\ ',I ltfr,T J Cf l Tl r· ,·.1 :~1 N•.!':. ?. Tfff" CCJNTP../\CTOR. SHI\LL c:rn,FORt< TO I /\i10R COOL St.:.c1 !01'~ h7ns rw '~,l)8MTTTlt¥~ /\ 1)~3.T/\l'.._~:~), ., ·' . I . PL/\H l"U rHE CITY Fl'JGTN!tF /\ND/0~ crnx:1::~::·~f.D ,i1,~"";FJK_Y l:11u~✓IH(; l'HI \.k'.'Jj(;f, u~ c,HOPP,JG, L3K/\,:: t Nt-,, SLOP I ~K,, o:~ Ci-!···FR. rnov i S l •:)~b ID l)t M/1,u::: FUi::\ WOP<f-R f)l?OT[(;·,· I ot·J fKOM fH:: HJ\Z/\1-JJ OF C/'--..\/!NC (if~OU'-J[) nURlf~(; !'Ii[ .. 1~xcr,VATIO~~ (V S\lr"II Tf{ r',J(Ji u~ fr-{f:~J(t-li·--", OP (".1\1:~ •• - Ii'-IC -·r·+. rirF li~~:,TAll.f1T"(kl T!,f"F.l:J+l\. IHh r·11..1\N r,11.r--,T H'" f-JP.'..f-'l'Y.1.1) t··OR. /\l__l_ n:T"~O-IF~-, rrv:-[Tf"'.T OR JV.OF.l lH i)t.F"l'--i /\ND Al'fl"J_(,)\/1-n IW Tl !L. U I Y l:JK. H~t-J:1'! ;\r-.:[1/;)R (f)\J(Tl'(\JU"·, [\(;HKY r'RlOR ru F-"XCAV/'.l.Tl()~,. 11-TIil~ -'l...f\.l'l V/\1-H:<, r:f"'.()/'1', T'-i' (;.IIC)klt·I,:; '.·iY:-:.·1"1:/"•"1':, {_;1/VJ- DAPDS FSTA['.>l lSlll""D l3Y Ill[ ::o!\Slr-'.U("f lOh S/.\fTTY (il-:1)! (<'i, li~t; ~'U\~J ~:,Ht,!.I PY r:::~P/1i~!""i) IY'J"' (\ l<t::z;1:::TU-'J:.U C'.Vl' __ 01-: ::;·:·1<ll(.:T\Jf.U1.i nx;1t·,I.U!, /\I l(·"l". C()t-n:~t\CHJ:::1 '_., r~Xflf"rhf.:. L.OC/\"i' lON /\NU l·.U·.VAf"l(;~-1 or IMPROVFM!t',JT':.:, TO l)l: ML I IW ½'UPK 1·0 l"\F [\IJW-'")I I/\! I m~ UlN- F!RMFrl :w FH"I n l'-r~\Sl!R["_M'.'"~JT'.i p:~i(P 1·u ['-jl·"\~' 'iK.l'."'!.K. (/')~JTr~/\('T()P. 'Ml.LL '1/,1,J· r:.XP~ORATlON r::<U\VAT'[()~;:~ /\ND ~.OCAlt:. t:.Xl'.:iflNC l.lN)Fl<l•,?(Jl.ND r/\(. 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PAVEMENT t:J€RM STORM' OR,4/N t;AS MAIN TEL/;PHON€ CASL-1, El.£CTRIC tlNcS &NGRNAIN NATER MAIN SEWliR FO.e>Ct= MAIN CORROSION n,sr STATION CATCH BASIN FENCE STRlili.T t.lt;h'r Rlt;;#r•OF·NAY St"OT Et.£//ATION PROPO.SEO /2"'A.C.P. HATE!:' MAIN CLASS 150········ .. PROPOStELJ PROPOSED PIP€ .&iNOS {' T.8. ••• •• ••• 0/f/6. fJ •••• • •••• • •• ••••• • t;AT/t VALV£S •·•••··•··•·••· .. OW0. <l.,5(G •••••• ••••• --·-·• • . ' .. --·--- ... T .. --· -· -c --·· -·- --S---•- --N-~---.M,. ---FM--- ,-. --,_, .. -·-=--= =[J -···--!(--)(--· 0 .~ (31c1-4J--=-~-- f'lr0POS€D PROPOSED Pl?OPOSt.D 8LOW OFF 115.5GMBlV••·····IJM3-/4--······· •· •· jP: ft:-' AIR f' V4Ct/M 455EM-5c'?······OWG. 12••··········~-,.;...- MANUAL AIR 1?1£L£AS€ ,t/.5.5£M8t.V Ofl6.l3·· · ~ . PROPOSED P-tRc IIYORANT A.S$t;M6LY c.:r-3700J, .. Pwc5. 5 "' I Pl'lOP06E/7 P.R. I; METER STATIONS ...... . .... --o---c==J--- PROPtJSSO STRA/Gh'T /.li;,4[Jl//.4i.L.-TYP£ ;,ti" .s.aR.s.o. 0-30 = ==II PROPOS€0 RIP RAP EAIERGY 01.S.SIPATOR S.O.R.S.O. 0-4tJ flljJ! --iP1 :_ -· ---· -t····· .•• 'V _T -.... -------· ·- ~ ~ ~ ,, ~ t::.rs-/ ,,, ,. '"' i ~ ~~/ ~~ - , ~/::_:::::::-<?...v;--0 . ----W---------...c;:._""" r------------~f=====::Jt:::::;:::=;:~~~=:7 ____________ 11 __________ _:___ __________ ~"':', .Af..~€ .·· _ .. // ... ,,:: , ~ ,.,,->""'' --· •• • • ---!,_'-\-/3~ I I ·--. : •·f½>i;,... ~ --: --·-··-. 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WATER MAIN AND APPURTENANCES SI-IALl BE CONSTRUCT£D IN ACCORDANCE VVITI-I TJ./E. COSTA REAL MUNICIPAL NATER 0/STRICtS S7i4NDA/?D PLANS AND SPEC.IF/CATIONS AS ADOPTED IN MARCH, /987, OR A5 AMENOEO-z. Tl-I€ CONTRACTOR SHALi. OBTAIN AN EXCAVATION PERMIT FROM TJIE DIVISION OF INDUSTRIAL SAFETY f3EFORE ANY EXCAVATION AND SHALL ADl-l€RE TOALl PROVISIONS OF TH€ STATE CONSTr<UCTION ' SAt=ETV ORDERS. 3. BEFORE ANY CONNECTION OR SJ-IUT DOHN OF j'ALV£S ON EXIST/NG C.RM.IND LINES, A PERMIT SHALL BE OBTAINeD FROM Tl-It; C.R.M.//11.0. OFFIC'£ AND MUST BE SIGN£D ANO APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDt;NT. 4. A PRECONSTRUCTION CONFERENCE MEETIN~ SI-IALL 8[; /-/ELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. 5. TH€ CONTRACTOR SHALL NOTIFY COSTA lf'€AL MUNICIPAL viATER [}/STRICT dB I-IOUR.S PRIOR TO STARTING MORK SO TI-IAT INSPECTION MAY 8£ PROVIDED ANO SHALL CO-ORDINATE= ;.115 !NORK H/T/-1 DISTRICT REPRESENTATIVES-TELl.:PI-IO/IIE NO. (C,f9)4.38-33w7 KEY MAP SCALE: 1" = 200' t ~ ~ ~ .ii . I I £XI' 3-31-8!1 0£VEiOP£R • CAMINO DEL RIO N012T/.-f i S:111 Dii.:gu C:lliforni:.i ~l.:IOS (61')) .:'.lh-7112 SUITE 100 ·-' r-------·---------------··- @cviv,,-',.,.(j/),"''··''·~''-'-•·__..,,.__c_o_:J_S_U_~_l_·!\_N_T_S ... ----.... ----- '-', ~ i7'iO-?HELCM.11NORf·,\l.,R,!l.'KHOLAC"OST;\ F'l.,~NNJN(, • f-'ROCl:S<;IN(; • GARl .. '.-iR.'\O. CALI/ ORr-.:1/\ S20'.J8 SURVFYIN<; 1-'HONF 6:9/)44-101'.l -- . • PIV.D'OAY R(J 272(4 Ll;\TL r-----;:-;-;;-;;;:-;:;---:---;:7,"";;:-;:;-___ _--.:..._i=-:::-::---::--:-::-::::::::::-=:-:--::::=-:---:-:-::::-:-::-::---r-::-:-::::-::-::-:::-:--=-::::-::-:-;-::---:-:::-:-::--::--:--::-::-:::-:;:-::-::;-::----r~~----------r.:---"T;"":':::::::::::;-;:-=====:::::::::::::====~==~' WATER AGENCY C'OST,4 R.€AL #t/N/C/PAL NATER DISTRICT FIRE DEPARTMENT-CITY OF CARLS.BAO _____ _,_1 ___ -~-·~~ ··---·--············-······-···-···········-······· -, SHEET]] CITY OF CARLSBAD !SHEETS! SAN DIE.C,UITO /A/ATER DISTRICT r'~.. (:-/>:-~ >----.--.--=:=---t-t-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_~ ... ~-·-=-,--_-_--·--==-=-·=----1-----~-1 t;;,0 II ENGINEERING DEPART~.-E":LT_ c. •• • , ~---' 4·i!..r:--f;II" ·. PLANS r-OR THE IHPROVE/lf£NT OF APPROVED BY: ----------------- DATE: OAT€ APPROVELJ -COUNTY OF SAN LJ/ct;'O FOR: R.✓. MASSMAN' .OATG ,O,!EPARTM€NT Cir TK'ANSl"O~TAT/ON t-_F_1R_E __ M.,..A_R_s_u_-A_L_L ________ c:i_A_r._E __ -+·-··->-·"---·--·--··---,··--------+-------i IZ" WATER t.llVE DISTRICT ' BENCH MARK: _,,._.__-+--------~----+-~----i INTERTIE /IV CARLSBAD BL VD. DESCRIPTION: STAN□ARD DISC SET FLPJSH IN NORTHEAST COflNER OF BRI□BE ABUTMENT, LOCATION: AT ENTRY OF CARLiltlAD STATE PARK, 40' Ei\ST OF C.L. TO THE NORTHBOUND I.ANE OF CARLSBAD BOIJLEVARO ON PONTO DRii/E OVERPASS. RECOROlall FROM: ELEVATIUN: 150. 15158 M.!I. L. DATE BY DESCRIPTION APP.D REVISIONS ASSESSMENT DISTRICT 86 ·C, __ -_DA_··T_E_" ---1 ~·-· -- OWN BY·-·-· -·-PROJECT NO DRAWING NO CHKD B'I' • FI E L D 8 K -. ------==--I A.O. et:.-~ 2B-f·3 I \ .. ''/""'"""'" ""' --- --+--+-...... . --------- "'""" ,' ... .,. ------ ::.:· •· ... ,. -·· 1--1-----,---+ --~----------____ '' _:_ __ . ' I i -····· __ ,,,, ____ ,,_ ' ·-· --·-------····--...... , ,. .... '' '' --------. I ..... , •. _,_ ·-···· --·--··--· .. -· I """'" ··--··· --~ -· -----' ••• 1 .. ··--••• ' ~~~-~ .... ,. "" 1 ......... --~~~-... ,. 11/A7'eR OAr.4 ;(IO. ,:J OR 8611/flNG /?,4/Jlt/S L.ENGTII fit=MARl(S 0 /Jc.7 0°57' /8' 23,48.00' ~"f9.!3' l/?°4.C.P.ftt.-/50) (g] N.0°/3'49'/Y. 43.70' -· " " CT] LJ~ll'4'J'03' Z3G5.0t7' 487.79' u " @] LJ""4~ 32' 08" -z3c;5.oo' /87. zz· ____ " " 1£) N. Z4'09'0G"N 97.8G' " _" _ _. @) N4/0 01'25' If/. 339.27" SEE PlfOrlLE 171 LJ.,0•55'/G" zgJaCJO' 4"3.02' 12"4-CP.(CL·ZCJO) ~rn:ie'!----1=-N-~. 4,-:;:.g~•5='g"'·c:=3.~'5c;:,'.E.-::c.+=--=-----t-·-4;?-'-_ -_ t)()~-,+G-;;STEEL - ---'--1------t---·-t-----t-···---•---1 ' ' j L . - /5 P/£MOV£ ALL TRAFFIC SIGNS ANP ,c{ECONSTflUCT" IN ORIGINAi. LOCATION WI-IERe E'NCOUNTER&17. MAINTAIN AL.L. TRAFFIC CONTROL t?Ul'?IA/G CONSrRUCTION . I Pl'f65SUR& REL/Er 0/SCHARGE (SeE OETAIL Sl-f£ET NO G) PLANS roie THE /MPROVEN€NT Cr ?Z" WATER l/lVE DISTRICT INTE~TIE /IV CA.f!t.SBAD 8lVQ ASSeSSMt:/V'T DISTRICT a,:;,-,:,, C.M w. o. a 1,100 c:r. 6's-s1, .38 ' 83774 .. .:: • ""J----:c.+-' •• ·'-+····_· -' •• +" •• -', ""+" =··+= ···c::•.c_c:·········+=-'+"'-'+-'+=···+··· -"'-"------l---'c:f---l-"' .. r:... ·:·: .. :·..... :·(~ .r ...... : r:·_ .... ·.:. ... :: .... :.: .. :·.: ·:···. ' 1 .. , ,. ... ,. .• .. . . •. :::·:.:: . . . . . . .... .. :·""""· .. . ·-· .. . . . ........ ... . .......... . 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"..... . .... , 31 ll.: IJj G' MIN. 4 1MIN. ,, , ........ -.-1?.. J SGCT!ON A-A NOT TO SCAL.e. . ~ CITY OF CARLSBAD SHEETS rUf--::--9/J---------------------l-:._---4_-i--------.---------L-_J ~ ENGINEERING DE PAR TM ENT /F;';c, ff/ . .., ~ CONSULT ANTS ~p,=~=,,,,=M='S~=r=o.=ie=r,=,,,,.='E=,:=:,v.=r1=:e=.=o=v.=~=M=i£=N.=T==o.=~=:.::==::::! c,vi, F.SGINEER~ ns0-2Hei CAMINOREAL,RANCMOLAC:OSTA t------t--t-----------'·---------1-----1 IZ" WATER' L.INe DI.STRICT BENCH MARK: f>LANNiNG • PROCf.SSING CA RLSBAO, CALtFORNIA 92o0~ ---t----,t----------------------.... -----1 '""""'G ""o"""i••··'"'· • 1Nre,er1e 1N CARLSBAD BL v.a. DESCRIPTION: STANDARD DISC SET FLUSH IN NORTHEAST CORNER OF DESIGNED BY f,.JOl-l_&Jj0/1',T.f?f;Gc{.(0 DATE:_4 -2-8<e ASSESSMe#T DIST,f'ICT BRIDGE ABUTMENT, P,M.TJ"R 1"•40' PROjECT ""GR.· hl:_FC/£TCH€R__ 8¢ ,_.,.,/9 • DRAWNBY: , •• , • • • SCALE:.-<-.~~~~ IAPPROVED- LOCATION: AT ENTRY OF CARLSBAD STATE PARK, 40' EAST Of C,L, ·' UBNO,. •~u ---~------------------------·• TO THE; N0RTHBOUN0 LANE OF CARLSBAD BOULEVARD ON PONTO RE, 23889 □RIVE; OVE;RPASS. ENGINEEF-·v·· .f WO. -RK". /;Is,,_... • ___ ,,,,·----'li;,.·----L.....? RECORDED FROM: NORTH COUNTY VfRTICAL CONTROL DATA BOOK, ~-~~ I, // /1:,_ c...E_L_E_VA_T_I_ON_:_11_0_._:_~,_Ge_M_. :_:_t.'._. _No_._o_c_o_1_4_7 _________ -;-.L.,.;f':"-,"-N..;.,;,·_;;O:,....;' o.~~; y 7l 2 7 Z/4 --~~~E -~ 1-'l:lc;,A:..:T__,,E'-'--"8..:.Y.,_ ____ _,~"--'E"--Es,,_~,,_t:.,_s:..:' r:...~:..:~~o~;~-----1.!A~P:._:P;:._'.!e::D..j CITY ENGINEER DWN.BY•----1 CHKD,BY: ___ , FIELD BK, PROJECT NO. A-D. 8t;,-6 C. M. W D. 87-laB C. T SS~.$7,38 DATE DRAWING NO. 284-3 83774 I I -- . . ... ............................ ....................... - 1 .................... . ::: :•·.·:::·· ... ,_. ,-.....-+--+-----t-t-+--+-----i--- I· .•• -=--... ---------.---. . . : .-- If/. L.. STA. 39 + 04. IG 11/.l. STA . .38+-7G.77 ... ...... ... - .38 2" e4' 27. YERT., /9. ZI, /.5,, ,.;ol';'z. ,5€,VO [2] N ;7•31' oo";r. \ H/ L.. /' .W.L. STA . .39+55. 75 z 0 32'44• //1=Rr, .. zz•z2'so'' h'tJ/<Z. \ 8EN.0 - I ___ ·_· .... " --• __ _ ...... . .. .. ..-:. ·: ..... -·-1 ... -... ::. 1 ...... ..... j ... :-·::.· .......... ·····: ·:···· ... " .... : ... ---'l=t--f----+ -· .. --···-· ...... I ,. --t----+--+---t ' ----f------ . . .-. . .• ,,,···, .. ·.·.'.·I··,·, , .,.,.,,., . ... : ......... :_·_ ..... . I· ...... ·-········ ...... .. .. . ----r . .. • .......... 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SNEiET Na G) I -----,~+--- I , I JI ---------'"'-I I I !I 1,, , .. , \;, ·/., ' \ ,!-; ,, EX? ' I I I I I ..... ··--· .-·-..... -. l, ' _ ...... ···-···· ··-· ............ 1-+----t ' .......... --------I---- .... I· ....... f--+--+-··· ···-..... _ ............. . . j _ __J__L_...L__L___[_L__j__L____[_.L___,__ __ _ L. 43 44 33 7'i2S W. L. STA. 41+ So ,:;,a /9"06' 33• h'CJRZ. BENO BOUNO .,. ·' .. ------->!i.s. .... -.. W.L. STA, 4/+GB.48~ S?:4. 159.;.i:;3,47 PER $TATE NIGh'WA'r OWG. X/-S0-2-8-70F3o Z" Z 8' 49,, //cl'?r., 19" OG'Sa" h'OR?. ,BEND a 2 _, ./B LOJ 3J BENCH MARK: DESCRIPTION: STAND~RD DISC SET FLUSH IN NORTHEAST CORNER OF BRIDGE ABUTMENT, LOCATION: AT ENTRY OF CARLSBAD STATE PARK, 40' EAST OF C.L. TO THE NORTHBOUND LANE OF CARLSBAD BOULEVARD ON PONTO DRIVE OVERPASS. Rc;CORDED FROM: NORT!-1 COUNTY VERTICAL CONTROL DATA BOOK, PAGE 'J9, NO. QC 0147 ELEVATION: ~0.~05 M.B.L. I 45 CARL.SBA£J e /1-1 ~ ~ --__ __,,1.,;_.;.._ ____ ....i,_ ___ _ ,,, '" PROPOSSO L.EI.ICAP/A 24 11 FORC£ MAIN .. fa. COUNTY / ..... ~\..... ......... __ _.,__. __ WATeR 0/5T/:f/CT ) ~ CITY OF CAR LS BAD ..... ..,:...----------------------{~---_-_-Jr-_ 1➔ -_ -_ -_ -_ -_ -_ -_ -_ -_ --~-----_ -_:-:::::::::::::::::t::::~ ~ ENGINE E R, NG o EPA R r MEN r cl~ (7)'. ' P£ANS /=O,f? T#c /MPeOVcN'EIVT Or w -;;LJllAL coNsuLTANTs 1z" WATER t.lNE DISTR1cr CIVIi. ENGINEER~ 7710-2H CL CAMINO R<AL, RANCHO LA COSTA ..... --+-t-----------------1----, ,wrc.e,r,E /,W C'AD✓CRLJO Q~YL). l'LANNING•PROU'.SSlNG C:ARLSRAD,CAUFORNIA92008 h F,C./'fi. / F, rJf\-L,,tJL.t¥7 V• ~-...:'.'"~•:::v_:,v::::1.'.:"'.:.":---c-:-:c:-==="."'."'::r----::.--~Pl_'.:iO;N~L;"'~'!.:,/9~44'.:_· 1~0.'.,:10~--,j----------=====----==t==::J 1/SSESSME/VT IJ/STRIC T 8u, ·6, DESIG~ED av,€: JO#NS<7N, T.l'?EGEu._q DATE: 4 -9 -Bt:i l--+-1f-----------------1----i ~I A=::P=:P;:;R;:O;:V=E~D=,=================, DRAWN ~Y· RL.M. SCALE: ____ [''""' 40 ' _____ 1---+-+------------------+---i PROJ ECT ENGR.:..h::'. Ft.liTCh'GB'. JOB ;,o. 84 -i?0/9 -R-=E-_ -,2=-3-8,--8:-?:----C-I_T_Y __ E_N_G_I_N_E_E_R_ OATE ENGINEER OF woRK, / ':.~ ,c,:·i,,,,,,, 4. 11,,.f',t DATE ev DESCRIPTION APP'D ;:~:::;r:::E~=Loo=ee=:Y=K~-, ~--=~-= =~_:~=A=R=.=~=J_E~B,=c=~=-=~=o=.:::;-;:~~~~~w~~;NG~_~~:;:o_=~ PN. O'OAY R.C.E. 27Z/4 DATE REVISIONS C.M.WO 87-/08 C. T 85-.37, .38 i ' I I · : ·+·-1-;:::~:.1-=: ~-:F.:·; I .. :· .. ·····-·• "" ·--1-···-·:·: I I ' .. I -......... ~ ... -....... ~ ---+-.. --.. ··-:········••l•-. I .. ---T·-· .. ·-·· ..... ..l .3{1 ' L .: ... I· ' ! 1 1 ......• L -·:-·-: .! .. -f-. _ ' ' • • I j + .......... 1 ••• , •• t'""""":···········j'····"'""("""-·· !, . ·•· ,. . ··-······ ,, ............. , .... ,. I -·---···-t·-····· ~--I-----'----'- ' ' I I • ' I .. +- I t"" I I ··~--......... ,., .... ,. ' -'--------.---+ -· J. I +-, _;._-t--·-t---l--f-+--+---+-C-+-······· .... "" ! 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I I ---+----.!_ __ _ ' ' +--r ! i '' -i < ---' +-: ' 1.-----+- ; ____ ---,-- .. f. I I ' I 1 c • • • ' I , · : I . • : • : : I I ···-·+-·····"··f L·-·7c.5;,c, oft' ?2';,4.· c.' P.'?cZ -zoo)' Jm t"sA L~ /1/£ , I , , , I .. l .. ..... .., i I I 48 i ... ·--L 49 ' I ~ ' ' c.---1-. ' ' I : , ' I ' ' So IA'7PRCJ//£M&'NT .s PER ASS&SSMENT DISTRICT 8,:J;-G WATER OATA NO. LJ OR 8EiARIAIG RAO/US LEA/GT// 8£-WARKS IZJ ->----- GOO. oo 12"4.C.R(Ct ·c'CV) -f---······ EXF 3 ·31·8.J c!ENCrl M.4RI(.' 0£5CRIPTION-' STANP,4171? OISC ser Ft.1.15h' IN tVCJRT#S,IST CORNG)f CJF 5RIPG£ 48LITMENT. L.OC4T/t:JN.-AT ENTRY OF C4RL5,8.4f? ST4T£ PAI?)<, 4C' E4STOF C.l. TO Th'£ Nt:JRT/-180,:/A//7 L4N£ OF C4RLSBAL? 80VLtir',4RP ,:;>,V P&WT,:;> L?Rt//c: tJYe:R'P,4S5. 1?£COROEO FROM; NORTII COVA/Tl' //£RT/CAL Ct:JNTROL PAT4 8CJPK_, PAGE 99, AIO. OC 0/47 EL6//A770N: 50-508 A:/.S,L, TYPICAL I i 51 // / I ( I I \£X/ST1NG'- ~ ~?!!.ff# CONSUL ~~~2~:LCiAMINO REAL:-RANUIO I.A COSTA PU\NNING • PROl..(:iSIN(, CARLSBAD, CALII-ORNIA 9200B Sl!RVFYING PHONL f,19/9'14•10"10 DESl(iNEll BY c DATE: ... , DRAWN BY: S: G47e'5 SCALE: 1"~40' ..... __ PROJECT t.NGR: J-/. .Ft..ETCHFfl JOB NO.: 84-ZOJ_9 ENGINEER OF W<W K: --·-·· .. ~~ P. N. 0'0.4Y R.c.L ,:?7;?/4 DATE OA.TE INITIAL ENGINEER OF WORK 2" 6" 4'1 BRACKET .. •• . ' .. . REVISION DESCRIPTION 3 '-2'' /IV6XZ0·.5§£ El.EV- FOR Sl"ACJN6 £ XIS TIIV6 z1·,roRC£ MAIN ' "' ·- "-------·- ~ CITY OF CARLSBAD ~ 4 ENGINEERING DEPARTMENT a, <' PLANS FOR Th'£ /MPl'i't:JV£M£f.JT OF: /Z" WATE,e LINE OIST,RIC T /,,YTE,eT/E IN CA,f't,S8/IO BL.VO. f!SSESSME!VT DISTRICT 8G-& \APPROVED: RE. 2388'9 CITY ENGINEER DATE I OWN.BY, l>R0JECT NO. I DRAWING NO. I CHKD. BY: A.D. 8Ci>·&> 284-3 DATE INITIAL SHT. !'IELD BK, NO. CITY APPROVAL C.M.W.D. J?·lt!:>,5' CT SS-37,38 86334 24"0/A. x 24" -fZ 04C€ STE€~ PIPE All METAl SURFACES SI-IA{.{. BE PRIMED ,f. f:POXY COATED ~ C ___, 5rz•--.--+-1~. . ... , .- 22" :: .. ]"~ • v Bll I ...•.. --+---I . •. I,_ ·n / I I i.-o"--STL. PIPE BR/OGE COL. '----c €Kl~Tf NG BR/00€ BEIVCIIMARK: W€ST ELEVATION srA. 41+z1.::t { 6Ee 5ECTION c-c) NOT 7'0 GCALE PESCtr/l'T/OtV: STAI/OAIPO 0/SC SET r"Lt/S# ltV IVO/ff/1£AST COlftV£-R BNlf)(iE ABUTMENT. LOCA T/0,11:Ar ENTRY Or CARLSBAIJ ST-iTE l'IIJ?K. «J 'EASror & TO Tl(£ /J/Oli'Tl/.iOU//1) LAIY£ OF CA!i'LS81/0 .8LYLJ. a,y A?,mJ Dli'IYc OV&.f'ASS. R£COIIDED l'"/i'OM: NOl?TH COUNTY //eRTICAL CONTROL OATA £L£VAT/0,V.' S0.505 M.S..l. BOOK, PAGE ':l<;I, NO. OC0/47 I I i I ~ ij~ I'-~ ~: t.,j ~ k i. ~ :!:. ~ 'i ~ '<:I-• ~ ~ .(I"\ ~ ,II) II) ~ '<")t\l --.i --..i ~ ~ ~ ~~ _OD ~::,) ~~ ~ ¼~ ~ ~ m ~ 115 I ~ "t~ ") :,. ';:j ~ "(ijj '11'.i r;L. 000□[0. J1/. L. 577/. 4/-f-Z/:t /§;h'IIS# PT.) CONSTRUCT t"A//.A. ~l€VATION SCA{ E f" ~ 10' "BL " £)(1S7/NG LEUCAOIA COUNTY WATeR 17/STfl!CT 24 " FORCE MAIN I ( 6EE S£C;ION "c-c '') --+--'----t---=--·"·--;-,c. C.,. I " .l3}i- ' , EXISTING R/P-,1:fAP PROP05EO /.EUCAOIA COUNTY WA1lfR PISTRICT Z4 "FORCE MAIN Pl'IOVIOE I" AIR HOLi=B PLAN SCA{ E • I", fO' 24-" NOTE: SEE 5/-IGET 4 ~OR BEARINGS e O!STANCGS , fZ GAGE WEC.0€0 BOTI-I EtvOS) ·¼" WB-OGO STGGL BOTTOM -\.__ • · PLATE WITH 2"0/A. CRAIN "----NGLO 2" MIA/ lliNGT/.1 ON 8RACKe'TS !(OLE ANO //fz' 1/0C.€ ;co/:? @ § Cl"" '24" Plff WP ANO BOT7VM COPffR PIPE ( 4 PLACt:5) S€CTION C-C ANO MOO/FIELJ A.VA. 57A. 4'1+21::r(':!GIIPT.) .. NOT 70 5C:Al€ :,;---t:'AC.6 OF CONCRere _ CONST/?UCr SUPPORT OF 3.-6" Pi.ArG WGC.oGo ro (;n t:_.:::: •• ======-===:::i l<Olt..€.0 STfiiel SADOl/3. PIPE SUPPORT DETAIL NOT TO SCALE SUPPORTS TO Be PRtM60 ANO EA'.lXV PAINTED ~ CITY OF CARLSBAD ~ (!} --------------------jf---~-+-----. ----------+-~ ~ ENGINEERING OE PAR TM ENT ~ .,, lu'i. t----i-1---.,,..,-~...,..,........,..,.....------1'----~ ;:::;~~===:=:::=~===::;:::::==::=:-:;=====::::.; -:;z!all CONSULTANTS r---t--t---------....:..···....:..·..;.·;.;.''';.;.'•---+----1 PLAIY5 .FOR TIie IMPROYEMEAIT t),F: CIVIL ,.,·GINFERI~~ n,02H "· cAMINu RS.L. RANCH~ LACOSTA /,!" Jll/llJTE,,f' ,LINC /)/$TR/CT • PLANNING• ?OOCeSSIN<; LARLSBAD.C,\l.lFORNIA92008 i---t--+-------------------,-~ 1.•Alrr&>r,1~ ,IU ;,~o, i,.OAf) ,,,,., u-o. SUR"VtYIN(; rf·IONf bl9i944-l[JJ() ,r, ~,... , ,,e;; '" 1-n11-4,,,.,,., 0.,£. r, DESIGNED BY € Ja'-IIV5a_w___ oArt:_4_:.£..-B=r;. ___ 1--t-;-------.,.-,----------1----. ... ~A~s;;::SE~s;;:s;;:M~c.=N=r=o=,s=TJ?.=rc=r=s.=~=-r,,======:::; DRAWN aY _t.Nl<"J;TR SCALE· Af SHOW.c,,'N,____ r4p PROVED: PROJECl' ENGR. h'. F(t7Cll(R JOB NO ... B4-2CJ/9 t--+-+--------------+---1 c:--=------------- RE. 2388~ CITY ENGINEER P.N. O'DAY DATE 0WN.BY, __ -~-i t'D::.;;;A:..:.T.:.E ....,B'-'Y..._ ___ ----:0:':E::cSc"'C:'-':R;.:I P--::T.:.:I 0=.,N,,__ ____ ..i...:::A::..PP:..."-=-l0 CHK 0. BY, ___ 1 REVISION s FIELD BK, '°R0JECT NO. A.D_ 86>-<o C.M.W.O. 87·/&8 c.r. #5·-'7,38 OATE DRAWING NO. 284·3 l'l<ESSIJRE REDUCING STATION MATERTAT.S LIST 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) 16) 17) 18) 19) 20) 21) 22) 2J) 24) 25) .!6) 27) 28) 29) 30) 31) 32) 2 EACH 8" PRESSURE REDUCING AND Clif'.:CK VALVE, 8" CLA VAL 91G-Ol, CK 2 SHUTOE'f COCKS, CV FLOW CONTROL OPEN-CLOSE SPEED CONTROLS, X43 "y" STRAINER, S-S TRIM, C.l. BODY, EPOXY COATED, XlOl INDICATOR, CLASS J.25 T.fl. FT ANGES, CRD (PSI RANGE OE 30-300 LBS.). 4 EACH 8" EI.ANGE FLANGE, 2 SPOOLS S.O.W.O . .FLANGES X VICTUALIC SPOOLS, CEMENT LINED, 150 LB. WITH l" .. 3000 LB. COUPLING FOR GAUGE AND (LENGTHS AS SHOWN ON PLA.'l) . 1 EACii -6" PRESSURE RELJ.l::f: DISCHARGE VALVE, C•" CLA VAL 50A-Ol, CK2 SHUTOFF COCKS, C. V. FLOW CONTROL ,,P1·:N-cr.osr-: SPE:ED CONTROLS, S-S TRIM, C. J, HOIJY, EPOXY COATED, XlOl INDICATOR. CLASS 125LB. FLANG!':S, CRL (P.S.I. R/INGE 20-200). 2 EACH 12" AMERICAN DARLING CRS. GATE VALVES WHEELS AND 125LB. FLANGES. WTTH El\~JD 2 EACB: 10" AMERICAN DARLING CRS. GATE VALVES WITH HAND WHEELS AND 125 LB. FLANGES. 1 EACH 6" AMERICAN DARLING CRS. GATE VALVE WITH HAND WHEEL AND 125 LB. FLANGES. 4 EACH 12" FLANGED X RING TITE ADAPTOR, 125LB. FLANGE. l EACH 6" STEEL FLANGE X VICTUALIC SPOOL, CEMENT LINED WITH S.O.W.O. 150BL. FLANGE. 2 EACH FABRICATED STEEL 12" X 10" COM!llNATION FLANGED TEE, 2 FLANGES TO BE: S. 0. W. 0. , CEMENT COATED. ALL FLANGED 150 LB. WITII 1/'l" ANCHOR PLAN). 90° ELL AND LINED AND PLATES (PER 2 EACH 12" X 8" REDUCER, CEMENT LINED 125 LB. FLANGES. 2 EACH 8" SPOOL FLANGE X FLANGE, CEMENT LINED, 150LB. FLANGES, WITH 1" 3000LB. COUPLING FOR GAUGE. 1 EACH WATER METER M4NNOU CO,VS7,i'. IN ACCORDANCE TO MODIFIED SDR STD. DWG. S2.l, 4 EACH PRESSURE GAUGE ASHCROFT 31/2" -1009 l/4" L4, 0- 200 PSI WITII l/4n N.P.T. SHUT OFF COCKS AND BUSHING 1" TO 14". 2 EACH 8" VICTUALIC COUPLING STYLE NO. 77. 1 EACH 6" VICTUAL.IC COUPLING STYLE NO. 77. 1 EACH 10" X 10" X 6" C.I. TEE CEMENT LINED, 125 LB. FLANGES. 1 EACH 6" I.D. PRESSURE-RELIEF DISCHARGE ASSEMBLY, CEMENT LINED AND PORTION TO BE CEMENT COATED STEEL PI?E, 150 Lil. FLANGES, LENGTH TO BE DETERMINED IN TIIE FIELD. 2 EACH 10" X 8" C.I. REDUCER CEMENT LINED 125LB. E'LANG~S. ELECTRICAL SYSTEM -SEE SCHEMATIC, PEDESTAL AND TI{ENCH DETAILS FOR MATERIALS INVOLVED. 8 EACH ADJUSTABLE PIPE SUPPORT. F.EE AND MASON, FIG. 29l. 1 EACH GAI.VANIZED STEEL LADDER, ALl-lAMBRA A-3400. 1 EACH 36" K 36" HATCH. BILCO TYPE J-'IAL. PROVi'OE TO DRAIN TO OUTSIDE GRADE. 1 EACH PRE-CAST CONCRETE VAULT (PARKWAY LOADING).· INCLUGES CONCRETE THRUST W}\LLS (OR l\P.PRQ'/ED EQUAL) . 2 EACH 6" AIR INTAKE AND EXHAUST AND VENTS (PER DETAIL). NOT USED, l EACH M-3 CASTING. SOR STD. DWG:•,NO. M-3 . 2" /?J/.C. Seil. 4CJ SVM'P PUMP 0/SCNARG&' t/N£. 2 EAC!t 12" STEEL SPOOL CEMENT LINED, PARTIALLY Cl':M!(NT COATED WITH 150 LB. ELANGE X PLAIN, EPOXY COAT TI!E PLAIN END. LENGTIIS PER PLAN, I EACH 12" FLEXIBLE COUPLING. NOT USED. l EACH 12" SPARLING METER FM-102-121-120 MT 112-121 (EPOXY COATED) FT192-0. 1 EACH 12" STEEL FLANGED SPOOL, CEMfcNT LINED, AND CEMENT COATED, 150 LB. FLANGES, ONE S.O.W.O. FLANGE. /-.3' .3'' ,W.,E.£. A. C.R Ct--ZM C.R. /VI. w. 0. MYE!f5 Me·U6 • /t6 SEIN/Ce !'€~STAL WITH tHBEff SOCKl:T JOO AMP MAIN Clli'C(//T /J,<l'EAKEI? 5· a, AMP Cllf'CVIT'li M'O Sfl4CE FOK TElEPIION'fi 7lS'i'Ml~l. ERESSURE Rl':DUCIN1,._$TATION NO:rfill. 1) 2) 3) ALL WORK SHALL CONFORM 'I'O THE STANDARD PLANS AND SPECIFICATIONS OF C.R.M.W.D. ALL MATERIALS TO BE SHOWN OR APPROVED EQUAL/C.R.M.W.D. PIPING DIMENSIONS ARE NOMINAL, ALLOWI\NCES FOR END GAPS GASKETS SHALi, BE MADE AS NEC!(SSARY BY FABRICATOR. CONTRACTOR/FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL ON ALL PIPING AND VAULTS. /:f!P-RAP ' ..... , ... AND El... 30.4 I STA. ?3 +7Z./7 G-2'.I W/M-3 CASTING WATER MGTcl'? MANHOLE ( PER S.0.R 570 OWG. NO. B. z. I MOO/F/E(J) 4) ALL WORK SHALL BE EXECUTED lN CONFORMANO: WITII APPROVED SHOP DRAWINGS. HATCH ~R~GSURE:' R/3llEF@ C715CHARG6' 5) ' 6) 7) 8) 9) 10) VAULT FLOOR SLAB, WALLS AND TOP SECTION, MANHOLE FRAME l\ND COVER SHALL BE DES.tGNED AND CONFORM TO PARKWAY LOAD RATING. VAULT SHALL BE A PRE·CAST TYPE DESIGN AND ALL SHOP DRAWINGS AND DETAILED VAULT DESIGN SHALL BE PROVIDED BY TIIE CONTRACTOR FOF APPROVAL BY C.R.M.W.D. ALL INTERIOR PIPING, VALVES AND EITTINGS TO BE SCALF-:D, DEGREASED AND PAINTED PER C.R.M.W.D. ALL STEEL PIPE SHALL BE 1()-(;AlJGE MINIMUM AND LINED PER C.R.M.W.D. AND COATED AS INDICATE() ON PLANS. RE-BAR STEEL SHALL BE ON VAll!,T SIDE OF THRUST COLLARS. ALL ACCESSORY PIPING, 'I'UB[NG, CONDUIT ANO OTI!ER COMPONENTS SHALL BE PROVIDED WITH SUITABLE MOUNTING CLIPS OR BRACKF.TS WI'l'H ANCHOR BOLTS OF AN ACCEPTABLE TYPE. CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT AS APPROVE') l!.Y C.R.M.W.O. PLAN 5'0" T. P. EL Z2. 97 C.R. M.W.O. ~ 5.0.1110 --~ ,CL, SEAL WIT# 20 ---- MORTAR (TYPICAi.. 5. 0. UI. 0. ' ·1: ,. .. • 8" ; MIN. 7 7" MIN. I" \ I I' CONST." Z L.5NGT#.5 OF .3'..3"',J,f.£:E. Cl-150 12•,4.c.P. AFT£1f FL. x &' 11.T. AP4P1tJR f----~-i----..l-+~-----1----1--"-j 24" 14" 24" MBTGR STATION PLAN @)1=, ======s=c.==='.A=L=E= .. =1=,=,~=2=,=====-- E.t,. zq .3 .2: MATCH EXl5T 90TII SIOES) .. ( • N';; 4 R~6"'JR -i IZ c2C#pl/ . (7YP. BOT/I EIV.OS) 0. • > ;; • . /2'' ----•---•-•-•• -U ''"• ,o••---••••• FINISH£17 GRAOE 0 ----w -----'el-- BtOP£ TO GI-UMP 1-w INTAKt:-VENT HOLi: PLACE ON WEST WA!.L OF VAULT -S.D.W.O. ' .. -_.·.' ----BASE 7[) 8E LEI/EL @ SECTION BB NTS NG 4e' ro OUTS/Cl£ FAce· Or __ ... Wlfl..0 SCREEN OVER OPEN/ PP&SSl/RE' Rt:OUCING l/AlllT (i:." 6 TEEL ----· (10 GA) M.L ( M.C. PIP!: GAL// 6TEEI.. GRA7E= EL Z7 5.Z ,:;," MIN eNCA5eMENT AL/., S/O/!S !Z"RC.P (0-/360) TO GTORM ORAIN. ~EE OETAIL TH/5 G;:.,EBT OF PR£SSURE R!it-/EiF C7/GC.1/Al'(GE. FOPi' CONTINUATION 0EIE fiHE'EiJ" lvO. 2 2,,,"a/...1 SUMP PUMP O_l_!i_H-ARGE ll N fl EL. t, PIPE 24.7G OE-TAIL OF Pl?ESS(JJ?E RGL.IEF 0/SCI./ARGE INLET ®~~~~,:_,.:~~~~~~==========-NT S. SALAOA N, "160·2 fOO W LAMP IIOLOER 1'1121lL MOUN7c?O ~+--t-tl 6. lo" $le-EL /i\lTAKG AIR CAP AtJ/AA18RA .,..,...._ FOUN.ORV A 216-3 GALVAN/280 (2 R6'0t>) /G "SWARt: CQ,t,t;'_ &4Sc <4" P.//.C. (GCH. 40) 67L., X P.J/.C. At?APTer? @) v:::~~::~~/~~~ ~ • NT..S: --If~-t -100-1-~--r='-- FlOOFf _l_ • ' • ,' I ALL CIRCVl'!S S#AlL 8/i-R.:1/N r;;;J:!HAIL : PIP€ SUPPORT IN 1/'2" £-MT CONDUIT AN.O ~--NTS. TIMER ,coR ,CAN aq" TYP SWITCH' --- BOTH S!OE9 ... ·-.,'.I·,. I 1 0/.JPL GX \I OUT{,ET TO P£DESTAL I SEHi/iCE '-...__ Pet7EST-_A_I.-__ ;:5TA 23+-qq.5 _; ~ ·-;:_ ;,i:E_: ,CAST€-Nc0 AS P6R TR'G N'.SC. COOE. ALL Ei-LECTRICAt- ,11/0RK Sf/All cONl"'ORM TO 7/./G N6'C. COO€' ANO ALI- APPt-lCA8Lti' LOCAL COOeS. Nore: £%ACT t.OCA7ION OF OUTL..EJ"S, TIMER, SWl7'CH ¢ L.IGHTS SHALL Be Oe'TeRMIN50 BY 01ST R&.P'l'flfSENTA Tlf/EG i ff ' ,;,-: FIN/SJ/ GA"AOG e,'COFPEl'i'Ct.AO ~ R00 JClAMR BAl<E CLPPriR ~ WIRE Oil. 70 VAUl.7- CAL VAl SET1lNG m VA"T ,46 (J#OWAI---APPAOVEll: RE ,Zi\889 CITY ENGINEER OATE PAOJECT NO. ORAWING NO. A.D. 8tt,·u, ZB4·3 \