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Home My WebLink AboutDWG 418-6; CT 00-20; FOX MILLER PROPERTY; 01-28CENERU, NOTES: ,. THIS Pf.AH SIJP£RSEIJES All OTHER Pf.ANS Pf/flfOIJSI. y APPROVED BY TH£ arr OF CARlS/JAO R£G4ROING /MPRO~TS SHO#N ON THIS SET OF Pf.ANS. IMPROVEMENT PLANS FOR: CARLSBAD TRACT 00-20 NOTE: SE£ SHEET 2 FOR WORK TO BE DONE 2. AffWOVAL OF THIS Pf.AH IXFS NOT l£SSEN OR WA/If" ANY PORTlON OF TH£ CARI.SBAO MIJNICIPAL Ca.\!; RESal/TICW OF CCWlXTlONAL APPROVAL. arr STANDARDS OR OTHER Al){)/TICWAL DOCl/MENTS LIST£]) HEREON AS THEY MAY PfRTAIN ro THIS PHO.Eel TH£ £NQNEER IN R£SPCWS/B'.E CHAHG£ SHA/.1 RE',fS£ TH£SE Pl.ANS IIHEN NON-CONFfRMANCE IS /JISCO'tOIEI). .I arr APPROVAL OF PLANS IXFS NOT REL/Elf" TH£ OElf"l.(FER OR ENG/NEEN- OF-//tORK FROM RESPCW!lBIUTY FOR TH£ CORRECTICW OF ERRORS ANO (N!SSICWS /JISCO'tOIEI) /JIJRfNG CCWSTRl/CTICW. A/.1 PLAN R£"'5IONS SHA/.1 8£ PRCMPTI. y st/8MIT7£/) TO TH£ arr £NG/N££R FOR APPROVAL ,,. A R/CHT-OF-WA y PERJIIT FROJI TH£ arr £NGIN£ER 1111.l 8£ R£(XJIR£J) FOR ANY //tORK IN TH£ PU8l.lC R/CHT OF WAY. PHfOR TV PfRII/T ISSUANCE, A CERllFICA l£ OF INS/JRANC£ Jll/ST 8£ FH.ED NA.II/NC TH£ arr OF CARI.SBAO AS AN AOOITICWAL INStJR£1} ON TH£ PERJIITT££'s !'aJCY IN TH£ JIINIJIUJI AJIOtJNT OF 1/,000.000.00 FOR EACH occtJRR£NC£ OF LJA81l/TY. TH£ INS/JRANCE Clll{PANY ftNlllNC TH£ PWCY /,I(/$[ HA 'fi: V TINC (T ~. AND A SIZE CATEGORY OF Ct.ASS VAS £STA8USH£D BYS KEY RATING Gf./10£. .i NO //tORK SHA/.1 8£ COJIJl£NC£D /JNTl/. All PERJIITS HA If" 8££N IBTAINED FROM TH£ arr ANO OTHER APPRa'R/Al£ ACENaES. 6. Rfl1SICW OF TH£SE Pl.ANS MAY 8£ R£(XJIREJ) IF TH£ PHOPOS£I) IJIPRO~TS ARE NOT COVSTRl/CT£]) PHfOR TV TH£ O£A/JllN£ 0A l£ OF TH£ IJIPRO~T AGIIEEJl£Nl 7. NO R£"'5IONS 1111.l 8£ MAO£ ro TH£SE Pl.ANS /lfTHO//T TH£ /INITTEN APPROVAL OF TH£ arr ENQNEER, NOT£]) llfTHIN TH£ Rfl1SICW £LOCK, ON TH£ APPf?OPN!Al£ SHEET OF TH£ PLANS ANO TlTlE SH£ET. a. ORtGINAl OHA#INGS SHA1.1 B£COJI£ TH£ f'RfPERTY OF TH£ arr //PON B£JNG SIGN£/} sr TH£ arr £NG1N££R. 9. TH£ CYifctNAL ORA/lfNG SHA/.1 8£ R£YfSfD ro R£Fl£CT AS-Bl.lll.T CCWlXTIONS BY TH£ £NC/N£ER-OF-IKRK PHfOR ro FlNAL ACCEPTANCE OF TH£ //tORK BY TH£ arr. ,a ACCESS FOR FIR£ ANO OTHER EJl£RG£NCY l£HlaES SHA/.1 8£ MAINTAINED ro TH£ PRO.ECT !11£ AT A/.1 TlJl£S /JIJRfNG CONSTR//CTICW. 11. lfH£RE TR£NCH£S ARE llfTHIN CITY EASEMENTS. A SC¥t.s REPORT CCWl'RIS[1) OF;· {A) SUIIJIARY SHEET, {8} WJORA TfRY //tORK SHEETS ANO {C) COJIPACTlCW am~ SHA/.1 8£ SIJ8f,//T7£1) BY A PHaTSSIONAL £NGIN£EH OF TH£ STAT£ OF CAL.IF(Y(N/A, PRtNaPA/.1 Y oaNG 8tJSIN£SS IN TH£ flElJ} OF APPlJ£D sat.S MECHANICS. TH£ sat.S REPORT 1111.l 8£ SlJBII/T7£/) ro TH£ arr £NCINEfRING INSPECTfR llfTHIN ntO ltOHKING 0A I'S OF COJIPlETION OF flElJ} TESTS. TH£ /INITTEN flElJ} COJIPACTICW REPORT(S} SHA/.1 8£ IJIJIEJJIA1E1.Y stJBJIIT7£1) TO TH£ arr £NCIN£ERfNG INSP£CTfR //PON CfM'I.ETlCW OF TH£ flElJ} TESTS. 12. A PREWISTRUCTION NffTTNG SHA11, BE HflO AT THE SITE ffll(R TD TH£ 8£CINNING OF //tORK ANO SHA/.1 8£ ATTEN0£D BY A/.1 REPRESENTATllf"S RESPfNS/B'.E FOR CONSTRl/CTICW. IN.9'll'~ Sl/PfR',fWtnJflTING ANO A/.1 OTHER ASP(cts a<'. TH£ ffl: ' crM!iAc SHAL1 11ii Mt:i. IINc THROIJCH TH£ PERMIT a.ERK760 602-27lJO AT LEAST F/1£(5) IKRKING OAl'S PRIOR ro STARTING COVSTRl/CTICW. APPROVED llHA llfNGS Ill/ST 8£ A VALAEL£ PRIOR ro SCH£lJllt.JNG I.I ALL INSPECTl(I( R(Ol/£S THAN fll? ffl£C(l{STRl/Cll(I( IIEElTNC 1111.l Bf JI, BY CAilJNC TH£ 'NG 2-1-Ha/R INSP£CTICW REI T UN£ AT TH£ NEXT //tORK 0A Y l/Nl£SS YrJ/1 REQ//£ST OTHER/IIS£. REQ//£STS MAO£ AFTER 2:00 P.JI. 1111.l 8£ SCHE1JIJi£O FOR ntO f1Ji1 //tORK DA I'S I.A !ER. 1-1. TH£ 0/INlJ? ANO/IR APPUCANT THROIJCH TH£ 0£',fl(FER ANO/IR CONTNACTfR SHA/.1 O£S/GN, CONSTRl/CT ANO IIAINTAIN A/.1 SAFETY ~ /Na.II/JING SHCYifNG, ANO SHA/.1 8£ saEI. Y R£SP(l(SIIJt£ FOR CONFrK?JIING ro A/.1 LOCAL. STAT£ ANO FEIJElW. SAFETY ANO HEALTH STANDARDS. l.AWS ANO REGt./1.AllONS. 15: TH£ CONTRACTfR SHA/.1 CONFORM ro WJOR COO£ S£CTICW 6705 BY SlJBll/17/NG A IFTA/l. PLAN TO TH£ CITY £NCIN£ER ANO;t:I\' C0NCERN£1) ACENCY SHO/lfNG TH£ O£SICN OF SHORING, BRAaNG Sl.{PING IR OTHER PRO',fSIONS ro 8£ MAO£ OF WORKER PROT£CTICW FROM TH£ HAZARD OF CA ',fNG GROI.INO lXJRING TH£ D'OIVATICW OF Si/CH TRENCH IR TR£NCH£S IR /JIJRfNG TH£ PIP£ INSTAlLATICW / THEREIN. THIS PLAN Ml/ST 8£ PR£PAR£D FIR A/.1 TRENCHES Fllf" FEET {5') IR IIIR£ IN 0£PTH ANO APPROVED BY TH£ arr £NC/N£ER ANO;t:I\' CONC£RN£I) AGENCY PRIOR ro D'CA VA TlON. IF TH£ FUN V,4@£5' E8Ql,I TH£ SH@NC SYSTEM S!AN!IA@?S fST.lff l</J(£Q RY 11(£ CfllS'fRI/CU{l{ SAfUY a?f/fRS llllf 8 CALJ[(»({A A/JIIINISTRAll'rf au; TH£ FUN SHAl.l Q£ PREPARED BY A R£GIST£R£0 £NC/N£ER AT TH£ CONTRACT/RS £XP£NS£. A CU'Y OF TH£ OSHA D'CAVATICW PfRIIIT Ill/ST 8£ S/JBJIIT7£/) ro TH£ /NSP£CTfR PRIOR ro D'CA VA TlCW. 16. If ANY ARCHAEa,OCICAI, fl? PALElW[(l-OCICAI, 9fSOIJ8CfS NIE IJISCQtfBEJJ IIITHIN ANY lfQ?K tl&il lXJRING CONSTRl/CllON, fPEBATIQ{S lltl,1 ll;A,S'" ffffffP'j/ll t'. ANO TH£ PERJIITlEE 1111.l NOTIFY TH£ arr £NG/NEER. (P£RA TICWS 1111.l NOT RESTART /JNTl/. TH£ PERJIITlEE HAS RECEJVED /INITTEN Al/THOOTY FROM TH£ arr ENG1N££11 ro oo .m FOX - o· ;; fNJJKK K4f TRCfNP f8QPQ$fP S£ltER ••••••••••••••••••••••••••• -s AGU:5:5" /f(){.£S.................. 0 WA'TER M4/N-----------------------w~-- f!R£ HYDRANT AS:S'Y. •••••••••••• -S /Rill f..Qf[. • • • • • • • • • • • •• • • • • • ------D STrJR/,f DRAIN .............•.....••• =SD ====== SlJ80MSION 80IJNlWrf.. •••• ••••••• ---- - CURB .t GUTTER. •••••• •••••••••• • ==== 5/J' JOO' 'Jro' SCAif: 1. = 1()0' " .... .... " .... .... O"INEB / DBYELOPER " .... 4 EXlSl1IK, -Sf')---- .... OWNER: FENTON CARI.SBAO R£SEARal CENTER, U.C, A CAlJFORNIA LIJl/1£]) l/ABIUTY COMPANY MANAGER: H.G. FENTON COMPANY, A CAI.JFORNIA CIRPORA TIQ( 7588 JIETR(pa.JTAN OR. SAN /JI£~ CA 92108 PH. (619) 400-0IJ.f JI/CHAD. P. NEAi.., PRESIDENT Al.1£N M. JONES, "1C£ PRESIDENT ~ .... '(r , LOT 5 OPEN SPACE " .... .... " MAP I 14080 er I B8-02 .... 17. A/.1 (P£RA TlONS CONOIJCT£]) ON TH£ !11£ IR ADJACENT TH£REro, /NQ.//0/NG WARWIC /JP, REPAIH, ARRIVAL. 0£PART1/R£ IR fF£RA TlCW OF lRIJCKS, EARTH l/0',fNG £(JllfPJIENT, COVSTRl/CTlCW £0//IPJIENT ANO ANY OTHER ASSOC/AT£]) GRADING £(}//A/ENT SHA/.1 8£ UJIIT£]) ro TH£ PfRfOO 8£TltffN 7.·00 A.M. ANO SIJNS£T EACH DAY, IIONOAY THR/1 FRIOAY ANO NO EARTH JIOYING OR GRADING fF£RA TlONS SHA/.1 8£ CONO/JCT£]} ON IIEEK£NOS OR H<X10A rs. {A UST OF CITY HO/JOAl'S IS AVAll.ABlE AT TH£ £NGIN£ERING 0£PART!,f£NT CO/INTER.) PROJECT LOCATION THIS PRO.ECT IS LOCA T£]) flfTHIN A5.25.5uf.) PARCEJ.. NO. 212-0~2.I TH£ CAL/RRNIA COOHOINAT£ INO£X OF THIS PRO.ECT IS: .J50-/68J PM # '17880", 18. A/.1 <YF-!11£ HA/Jl. ROUTES SHA/.1 8£ Sl/81,flT7£1) BY TH£ CONTRACTfR ro TH£ CITY ENGINEER FCW Affli'QVAL TIKJ AJl,1 IKRKING QA rs PR/fl? ro B£GINNINC fT lltl'ill'. TH£ CONTRACT(!{ SHALL 8£ RESPONSIBlE FOR ANY lJlFJRIS OR OAMAg QCClJ88fNC All&€ TH£ HAIH. ROUTE fl? AfJJACENT STREETS AS A 8EWL l OC THE GRA/)/NG OPERA TlON. 19. NO Bl.AST/NG SHA/.1 8£ catJIENCEI) flfTHO//T A arr ENQNEFR APPROVED Bl.AST/NG PROGRAM. 212 TH£ £»Sl£NC£ ANO LOCA TlON OF l/1ll.lTY Sl11//c1/JR£S ANO FACIUTT£S SHO#N ON TH£ CONSTRl/CTICW Pl.ANS #ER£ IBTA/N£IJ BY A SEARCH OF TH£ AVA/l.AlLE R£C(H)S. ATTENTION IS CAl.1£1) ro TH£ POSSl8tE EXISTENCE OF OTHER l/1ll.lTY FACIUTT£S IR STR//CTIJR£S NOT SHO#N IR IN A LOCA TlCW l/lFF£R£NT FROM THAT SHOIIN ON TH£ PUNS. TH£ CONTRACTfR IS R£(JllfR!D ro TAKE OU£ PRECA//TICWARY JIEAS//R£S ro PROTECT TH£ l/1l/./1!£S SHOM( ON TH£ Pl.ANS ANO ANY OTHER EXIST/N/; FACIUTT£S IR STRl/CTIJR£S NOT SHO#N. 21. TH£ CONTRACTfR SHA/.1 VERIFY TH£ LOCA TlCW OF A/.1 EXISTlNG FAal/TT£S ( ABOlf"GRO/JNO ANO l/NfJ£RGR(}/JN{ ) flfTHIN TH£ PRO.ECT !11£ SIJFFla£NTI. Y AHEAD OF TH£ COVSTRl/CllON ro PERMIT TH£ RE'rf!l(NS OF TH£ CONSTRl/CTICW Pl.ANS IF IT IS FWNO THAT TH£ ACT/JAL LOCATICWS ARE IN CONFUCT 111TH TH£ PHOPOS£I) #tl'ill'. 22. TH£ CONTRACTrY? SHA/.1 NOTIFY AFFECT£]) l/1l/.lTY COi/PAN/ES (SEE Ba.OW) AT LEAST TIIO f1Ji1 IKRKING DA I'S PRKR TO STMT/N/; CONSTR//CllON NEAR TH& FACIUTT£S ANO SHA/.1 COOR/JINA l£ /KY?K llfTH A C<NPANY REPRESENTA 111£. /JNO£R6RO/JNIJ S£R',fC£ AlERT (800)-122--1/JJ Sl)Gd£ {800)660-7.J,IJ SBC (1='2-0123 AIJElPHIA CA8lE COJIMI/MCATla,/S (160. -77-11 arr OF CARI.SBAO{STREETS ANO STIRJI MAIN} (. ~29IJ() •arr OF CARt.SBAi){SDIER,WATER .t RECYCtEO WATER) {760}#J8-2722 N imooo £_.£~z~v.~ooo-------~ SOl/RCB OF TOPOC&I.PHY TrPOGRAl'HY SHOWN ON TH£SE Pl.ANS WAS G£N£NA T£]) BY PHOroGIIAIIJIETRIC Jl£THOlJS FRfM INR:RMATICW G4THEl/£0 ON MAY~ 1998 BY TO/lll1 INC. TrPOGRAPHY SHO#N HEREON CONFCYif,/S ro NA TICWAL MAP ACC!Hi'ACY STANDARDS. DECLARATION OF RBSPONSIBU CIL4RC8 ~~. ::--_ I HEREBY 0£Ct.AR£ THAT I AJI TH£ £NCIN£ER OF #ORK FOR THIS PRO.ECT, THAT I ~~ HAif" EX£ROS£0 R£SPCW!llL£ CHARGE Olf"N TH£ O£Sl6'N ON TH£ PRO.ECT AS ~~~ ~ /J£FTNED IN SECTION 6703 OF TH£ 8//SIN£SS ANO PRfYESSIONS au; ANO THAT TH£ O£Sl6'N IS CONSISTENT llfTH aJRRENT STANOAR!JS. I l/NOERSTANO THAT TH£ CH£CK OF PRO.ECT MAllfNGS ANO SP£aF/CA1lONS BY TH£ arr OF CARf.S8Al) IXFS NOT REl/£1£ 11£. AS ENGINEER OF IIO'ill'; OF MY R£SPONS181L/Tl£S FOR PRO.ECT l/£S/GN. OAIE·q.z_."5 EXP. 6/JO~ DESIGNED BY: ~T-=T.C.~_ DATE: JUNE 2005 DRAWN BY: J.D.D, SCALE: ___ _ J,P,S. JOB NO.: 04-1093 'AS APPf?OPNIA l£ 2710 Loker Avenue West Suite 100 Cortsbad, Colifornio 92008 760-931-7700 fo1e: 760-931-8680 Civil Engineering Planning '• Processing Surveying • I. ' " 7-I-DB DATE 7-Z· O g' DATE LOT 5 OPEN SPACE LOT 1 LOT 5 OPEN SPACE LOT 4 • -- LOT 2 • -& -- LOT 3 I I I I 5 MAP I 10880 PM# 18114 PM # 18817 SHBE'l' INDEX $HITT/ I 2 J-5 6,7 8,9 10,11 12 IJ-16 17-28 {)ESCRIPT!fl'( Tlll.£ SHEET !FTAILS. SECTlONS £1. CAJIINO REAL SALi( A ',£Ni/£ STIRJI OHAIN PLANS STIRJI DRAIN ANO S£IIEH Pl.ANS STOOtl MAIN ANO RECI.AMA TlCW WA lER PR£SS/JR£ RBJUCING STA Tlt:N TRAFFlC CONTROi. ANO ST11/P/NC Pf.ANS REFERENCE DRA1f/NCS I. ll CAMINO R£A1. •••••••••••••••••••••••••••• SO CO//NTY RS-1800-1 2. ll CAMINO REAL •••••••••••••••••••••••••••• 161-2 .I ll CAMINO REAL •••••••••••••••••••••••••••• 212-8 -1. ll CAMINO R£A1. •••••••••••••••••••••••••••• 273-3 .i CJI/IO WAl£RlJN£S •••••••••••••••••••••••••• 0-1057 -1073 6. CJI/IO WAl£RlJN£S .......................... 0-107J -1097 7. SALi(, caJ.£6:£. £1. CAIIINO R£Al. •••••••••• 352-3 8. CT 96-02 (ll CAJIINO REAL) •••••••••••••• 361-6 9. PCl.S 2 J PM 178.JO ••••••••••••••••••••••• 367--1 I MAP# 10880 I MAP# 11280 MAP # 14481 arr OF oa;r : \d'l"""F•~••s:;;::;J1f?~ I I I I -----J: I I I I MAP# 10880 I I I YICINITY J/AP NO SCALE NOTE!! EIEr:11/Q#C DATA Fl.ES Ali£ RR /l£FE1IENCE fN.Y AID Ali£ NOT TrJ IE /JSED RR H<RIZONTAL fR IERTICAl .5Ui'IEY catTRa. -------------_ .,__ --------------------, _____ _ INDEX J/AP SCALE 1• • 100' BENCHMARK: DESCRIPTION: SET 2.5" DISK IN MA/NACE BOX INtET LOCATION. RECORDED: NORTH Sil/£ OF PAU/£R ~J 100 FEET EAST£Rt. Y OF COl/GAR ORIW:. {P(.¥NT 108, arr OF CAfllS8AO Sl/Rlf"Y CONTROL N£THa?K) ELEVA TlON.· 2-16.,fJ 0A TIii/: Nt;',f) PM# 17880 UCAL DESCRIPTION THAT PORTlCW OF LOT 't OF RANCHO AGVA H£IJIONOA, COIJNTY OF SAN /JI£~ STA l£ OF CAllFORNIA, ACCOR/JING ro MAP THEREOF NO. 82~ FH.ED IN TH£ (lllC£ OF TH£ CO/JNTY RECaroER OF SAN DIEGO CO//NTr; NO'.£MBER 16, 1896, O£SCR/8£/J IN A Gl?ANT DEED CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD FIRE DEPARTMENT R£0tJIR£JIENTS: No. OF F.H.{S}.L F. FLOW .13JJL G.P.JI. 0//T OF ..6.... F.H.{S) aJJG. SfR,wiJJ.gj .1f;i F. FLOW ...1:ifJl1.. G.P.JI. I R£C0Rl/£0 8-IJ-92 AS DOC. NO. 1992-0512626, OF OFFIOAl ROBERT J. WOJCIK DATE R£COROS. DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 6-30-06 1----+--+------------l---+--+---+-----l I SHJEET I CITY OF CARLSBAD I SH2E8ETS I EN GINEERING DEPARTMENT ::=='....::::::=========--====: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTH ER APPROVAL CITY APPROVAL IIIPIIOVDIDfl" PWiS F'Oli: FOX JIILLEH PHOPEHTY APPROVED ~ L1.0YD B. HUBBS ar 4 t<'ec<" 4"'. J,,-OV"~~ /Ugo,;; RCE 23889 EXf!Sl'R ES 12-3 5 CITY EN GI NEER ' • ATE DWN BY: ~cr.+- CHKD BY· j3(l} RVW D BY: PROJECT NO. C.T. 00-20 1;: \041093\0493I01.dwg Sep 01, 2005 5:07pm trefs: 0493MAP: 0493STR; 04931; 0493UTL DRAWING NO. 418-6 • 0106 09 020306 LEGEND DESCRIP'tlON DFG. NO. (j)CONSTRUCT AC PA'.£11£NT 6' AC OITT? 14' AB CL H (MIN.) (El CAMINO REAJ.), . • . • . • . . • . . . --------- @CONSTRUCT AC PA '.£11£NT 4' AC OITT? 6' AB CL H {AHN.) (SALK). . . . . . . • . . . . . . • . . . . @CONSTRUCT 6' PCC CtJN8 .t CUTTER, TIPE •c: PER SORSlJ G-2. . . . . . . . . . . . . • • . . . . . SORS1J G-2 ©CONSTRUCT 6' AC 8£RII, TIPE ~: PER SORSlJ G-5. . . . • . . . • . . . . . . • . . . . . . • . . . . SORS1J G-5 @liUOW £)(JS"f!NG AC OU<£ ANO .KJ/N EXISllNG PA "91£NT. . . . . . . • . . . . . . . . . . . . • . . . . SYJIBOL @CONSTRIJCT ~• PCC SIOEWALK PER SORS1J G-7, 5' 'MO£. • . . . . . . • . . . . . . • . . . . . . . . . . SORSlJ G-7 .·. , .... @CONSTRUCT PCC CROSS CUTTER, PER SORS1J G-12, lJIIENSICWS PER PW{, . • . . . . . . • . . . . . . . SORS1J G-12 ""\ r @CONSTRUCT JO' COWERCIAL 0/W OPENING. . . . . • . . . • . . . . . . • . . . . . . • . • . . . . ,SORS1J G-UB, G-16 3 E @CONSTRUCT 20' 0/W OP£NING •.•••.••.•••.••••••••••.•••••••••••• SORS1} G-1./8, G-16 -±---f-- (f}JCONSTRUCT 2'X6' REO'MXJIJ HEA/JER •••••••••••••••••••••••••••••••••••• --------- @CONSTRUCT AC PA'.£11£NT 4' AC OITT? 6' AB CL H {MIN.} (ACCESS EASalENT AREA). _ •. _ .... _ . --------- @CONSTRUCT PEOESTRIAN HAMP TIPE ~• P£R SORSlJ G-27 ..•......•...•......•.... SORS1J G-27 Qj)!iUOW £)(JS"f!NG Cl/NB, CUTTER, ANO SIOEWALK. . . . . . . . . . . . . . . . . . . . . . . . . • . . . --------- @)CONSTRUCT STNEET SIJNWY ID(IJIIENT (ltW. ltKNIMENT}. PER SORS1J M-10. . . . . . . . . . . . . . . SORS1J M-10 @f/fff~TREf!.o'&'f,lls,~so:lfj_ ~1hf.2.~.L~~~ ~~-...............•.... (E)OONO .t AC OlfJi'tAY AT PA"91£NT .KJIN FON SMOOTH lTIANSITTa-1. ......•......•...•.. @SA#CIIT O PNa>OS£D CU17ERUN£. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • . ---------~ @liUOW £)(JSl AC PA "91£NT .t CONSTRUCT NEW 4• AC,t$' AB a. H BASE {MIN}. . . . . . . . . . . . . --------- @CONSTRUCT STNEET l/GHT P£R SORS1J £-1, 9,500 LIIMENS, IOOW HIGH PN£SSVNE SOOIIJM, •••••••• SORSlJ £-1 {iJ) CONSTRUCT CIJN8 /Nt£T OEPN£SSION PER CSBO. STO. OS-1, MOO. PER OlTA/l. SHl 2 . . . . . • . . . . . CSBO OS-I @lTIENCH NESIJNFACING P£R SORS1J G-2,flJ. . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . .SORSlJ G-2,flJ @NECONSTRUCT EX/SllNG MEO/AN CIJN8 ANO MEO/AN PA "91£NT, AflTCTEO BY Ht. CONSTTI. . . . . . . . . . @sTNEET NAME SIGN, Pf!? __ ...................................... --------- @c,J/j/7:/ff ~ 29!5_ ~~N?.~~ -~-~CH,. ":A9! ~CE!'_l'. .. _ .. __ .•. _ . _ ... __ . _ @CONSTRUCT 8' pi,c S£IIEN MAIN, SOR-35. . • • • . . • . • . • • . • • • . • • • • • • . • • • • • • • .--------- @CONSTRUCT S£IIEN ACCESS HOt£ P£R CIIHO STO. S-J . . . . . . . . . . . . . . . . . . . • . . . • . . . CIIHO S-1 @liUOW EX/Sl S£IIEN aEANOtJT ANO CONNECT TO 8' S£11EN. . . . . . . . . . . . . . . • . . . . . . --------- @)CONSTRUCT SI.OPt ANCHORS P£R SORS1J S-9. . . . . . . . • . . . . • • . . . • • • . • . • • . • • • . SORS1J S-9 @CONSTRUCT STm. CASING ARO/JNIJ pi,c S£IIEN MAIN. . • . . . . . . . . . . • . • . . . • • . . . . . . @AO.(IST EXISl AH TO CHAO£. • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . • . . --s- o I @CONSTTI/JCT 12' pi,c WATER MAIN, C-!JOO; CL 150. . . • . . . • . . . . . . • . . . . . . • . . . . • . . ------------W- @CONSTRUCT 6' pi,c N£C>r:lEI) WATER MAIN, C-!JOO; CL 150 • . • • . • • • . • • . • • • • • • • • • • • @CONSTRUCT 6' GA TE VAL W w;t,ox .t COITT? P£R CMHO STO. W-16 . . . . • . . . . . . • . . . . . . . . @CONSTRUCT 12· GATE VALW w;t,ox .t coiv;: PER Cl,IHO STD. W-16 • . . • . . . . . . . . . . . . . .--------- 0CONSTRUCT 12' X 12• TEE •••••••••..•••••• _ •••• _ •••••• _ •••• _ •••.•• __ _ @CONSTRUCT 12' X 12' CROSS. . . . . . . . • . . . • . . . . . . • . . . . . . • . . . . . . . . . . . . --------- @CONSTRUCT FINE H'rVNANT ASS£MBI.Y, ....•......•...•......•............ CIIHO W-12 @CONSTRUCT lHN/JST BlOCK, .•.••••.•••••••••••••••••••••••••••••• ,CMHO W-15, W-19 @CONSTRUCT 2• INNIGAllON SENw:£ {NEC>r:lEI)}. . . . • . . . . . . • . . . . . . • . . . . . . • . . . . . Cl,IHO W-4 @CONSTRUCT 2• AIN-VAC VAL W As:S'Y. . . . . . . . . . . . . . • . . . . . . • . . . . . . • . . . . • . . . CIIHO W-7 @CONSTRUCT 2• MANI/Al AIN NEJ.EASE VAL W. . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . CMHO W-6 (ij;CONSTRUCT 2' Bi.OIKJFF ASSEJIBI.Y, •. _ . _ ..•.. _ ....... _ .•....•.....••... CII/IO W-6 (@)!iUOW 12' CAP .t lHN/JST Bi.OCK ANO CONNECT TO £)(JSl 12' pi,c Ht. . . . . . . . . . . . . . . . . . @CONSTRUCT 12' TAPPED CONNECllON TO EX/Sl 20• Sll. Ht. ........................ CMHO W-14 0CONSTRUCT 12' Pl,C ENO CAP w/ lHN/JST Bi.OCK ......•...•......•......•.... @)ALWST TO CHAO£: 2' MAN{3,.l 12' Gl(3) 8' GV. 2' BO ASSY ..•....•......•........ @CONSTRUCT 12' !JO' BENO. . . . . . . . . . . . . . . . . • . . . . . . • . . . . . . . . . . . • . . . . @CONSTRUCT 12• 22.5'8£NO .....•...•.••..•......••......•...•...... ---- @CONSTRUCT 12' CM/.C ST££1 PIP£. . . . . . . . . . • . . . . . . • . . . • . . . . . . • . . . . . . . @CONSTRUCT 6' CM/.C STm. PIPE. .•..........•......••............... @CONSTRUCTS~ ONAIN Cl.EANOlJT MOOIF1ElJ TIPE 8-4 ...•...•......•...... SORS1J 0-10 @CONSTRUCT CIJN8 /Nt£T, TIPE 8-1 111TH BIO-CLEAN INLET FllTER .•......•......•..... SORS1J 0-2 @CONSTTI/JCT STORM ONAIN Cl.EANOlJT MOOIF1ElJ TIPE A-4 .......................... SORSlJ 0-9 @CONSTRUCTS~ ONAIN Cl.EANOlJT MOOIF1ElJ TIPE 8-5 . . . . . . • . . . . . . . . . . . . . . . • . . SORSlJ 0-10 @CONSTRUCT CA Tr:H BASIN TIPE "r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SORS1J 0-7 @CONSTTI/JCT STTIAIGHT HEADWALL TIPE "!J~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SORS1J 0-32 @)CONSTRUCT Ct/NB (}{JllET TIPE ~.-. . . . . . • . . . . . . . . . . . . • . . . . . . • . . . . • . . . . SORS1J 0-25 @CONSTTI/JCT MOO. TIPE A-8 Cl.EANOlJT P£R SORSlJ 0-9, X=8; Y=8; Z=8' • . . . . • . . . . . • . . SORSlJ 0-10 @CONSTRUCT CONCNETE COl1AR. . . . . . . . . . . . . . . . . . . . . . • . . . . . . • . . . . • . . . . SORS1J 0-62 @CONSTRUCT 0-3# llfNGWAll ........................................ SORS1J 0-3# @PLAa-NIP-NAP P£R SORSlJ 0-,f(}. . . . . . . . . . • • • . • • • • • . • • • • • • • • • • . • • • • • • SORSlJ 0-,f(} (i}) CONSTRUCT 18' HCP S~ ONAIN, 1J50-0 ON AS SPE0Fl£0 . . . . . • . . . . . . . . . . . . . . . • . @CONSTRUCT 24' HCP S~ ONAIN, IJ50-0 ON AS SPEaF/£0 ........•.............. @CONSTTI/JCT JO' HCP S~ ONAIN, IJ50-0 ON AS SPEaF1£1) .....•...........•...•. f3} CONSTTI/JCT 6' HOP£ S~ ONAIN . . . . . . . • . . . . . . • . . . . . . . . . . • . . . . . . • . . . @CONSTRUCT 18' HOP£ s~ ONAIN . . . . . • . . . . . . . . . . • . . . . . . • . . . . . . • . . . . . @CONSTTI/JCT 24' HOP£ S~ ONAIN ......•......•..........•......•.... - @liUOW EXISTING HEADWALL. ANO NIP-NAP. . . . . . • . . . . . . . . . . . . . . . . • • . . • • • . . _ --------- {§)CONNECT TO EX/Sl 18' HCP S~ ONAIN . ____ . . . . . • . . . . . . . . . . • . . . . . . . . . . ~:om::;~;,~--~:·.·.-_-.·.·_-_-.·.-_·.-.·_·.·.-.·_·.·.-.·_·.-.·.·_·.-.·_·_·_·.·_·_·.-_-_·_· __ _ ----RW-- • • ------<>-- ---------------w- ----RW- l!ll l!ll 181 CD l!ll f ---)3 39250 SF msDSF 6550 lF OLF 2560 lF 32750 SF 3180 SF I EACH I EACH 210 lF 25.JO SF II EACH I.JO lF 10 EACH 5 EACH I.JO lF 5 EACH II EACH I EACH 2470 lF 17 EACH 6 EACH I EACH 2142 LF 2370 lF 5 EACH 14 EACH 3£ACH I EACH 7EACH 9£ACH 5 EACH 2£ACH 10 EACH 9 EACH 4 EACH 7EACH 2EACH 2£ACH 75 lF 28 LF UEACH 12 EACH 10 EACH I EACH 7EACH 3£ACH I EACH I EACH I EACH 2£ACH gg er 8J7LF 2117 LF 477LF 19 LF 694 LF 771 LF 3EACH 2£ACH 6050 SF I EACH l'ATER NOTES: I. WATER M4IN ANO APPIINTENANCES SHALL BE CONSTIWCTED IN ACCONOANCE WITH THE CITY OF CARLSBAD ENGINEERING STANOANOS, 200-, EDITION ON AS AIENOED. 2. TH£ CONTTIACTOR SHALL OBTAIN AN EXCA VA llON P£Nl,IJT fl?OM TH£ Dlw.;JC1,I CY /NlXJSlTIIAl SA/TTY ANO PNO'AIJE PNOOF CY OSHA NOT/f/CA llON BEFON£ ANY EXCA VA 110N ANO SHALL AOH£Nt TO All PNO'rfS/ONS CY TH£ STA TE CONSTRUCllON SA/TTY a?OERS. .I BEFON£ ANY CfNIECllav ON SHIJT OOtlN CY VAL 1£:S' av EXISTING C.M. W.O. lJN£S, A P£Nl,IJT SHALL BE OBTAINEO f7?0M THE C.M. W.O. Ol17CE ANO MUST BE SIGNElJ ANO APPNOl£0 BY THE CITY CY CANlSBAO's IJ£PIJTY CITY £NGIN£EII ANO TH£ /JllilTY OPfRA llONS' PIJ8lJC IKINKS MANA(JEH. 4. A PN£ CONSlTIIJCllON CONFERENCE M£EllNG SHALL BE HELO A MIMIIIJM CY 5. S£l£N (7} OA r.i' BEFON£ CONSlTIIJCllON BEGINS. CONTACT TH£ CITY CY CAR/.SBAO ENGINEERING INSPECllON IJEPANTJIENT -lF1.£PfOI£ NO. {760} ,/JIJ-.1891. FON SCH£DlJlJNG. TH£ CONTTIACTOR SHALL NO llFY TH£ CITY CY CAR/.SBAO £NGIN££HING INSPECllON IJEPANTIIENT 48 lfO{JNS PNION TO STANl/NG /lalK SO THAT INSPECllON MAY 8£ Pf?O',fl)£J) -1£1£PH()V£ NO. (760) ,/JIJ-.1891. 6. NO lT/££S ON STRUCTIJN£S SHALL 8£ AllOltEO IN THE WATER LINE EASEJIENT, All £XISTING lT/££S ANO SlTIIJCTIJN£S SHALL 8£ NEIIOl£0 PNION TO COMM£NCEJIENT CY /lalK -ANY EXCEPTJONS SHALL N£(/(//N£ ltl?ITTEN P£Nl,IJSSION f7?0M TH£ CITY CY CARLSBAD IJ£PIJTY £NGIN£ER. 7. All 8/JN/£0 CXPP£R PIPING ANO APPIJNTENANCES SHALL 8£ PNOTECTEO BY MEANS CY CA TH«JIC PNOTECTION. IF IJEmOPfR/O#NER CONO/JCTS A satS TEST /?£PONT ANO IJEMCWSTTIA TES THAT PNOTECfloN CAN 8£ PO?fONM£D IN ANOlHEN MANNER, TH£ IJ£PIJTY ENGIN££R lllll CONSI/JER AN AllERNAllW FOHi/ CY PNOTECTTa-1. 8. TH£ EXACT HONIZONTAL ANO 'fV?llCAl Al/GNMENT ANO TIPE CY MA lEHIALS CY TH£ FINE UN£ LOCA TEO lJ£T'tlC£N THE IJ£1£CTOR CHECK VAL WANO BIJ/1.JJ/NG SHALL 8£ IJETERMINEO BY TH£ CITY CY CANlSBAO FINE MARSHAL 9. All /?£Cl.AIM£[) WATER MAINS ANO APPIJNTENANCES SHALL 8£ CONSTRUCTEO IN ACCOROANCE 111TH THE CITY CY CARLSBAD £NG/NEERING STANOANOS, 20fH EIJlllON ON AS AM£NOED. 10. All POTABLE WATER SEN'tfCES ANO N£C>r:lEI) WATER SERw:ES SHALL 8£ I' ANO All POTABLE WATER METERS SHALL 8£ 5/8' (IJNLESS OlHEN/IISE NO TEO ON PLANS) II. All WATER Jl£l£N BOXES SHALL 8£ 17'XJO"X12' POlYMEN CONCl?D£ AS MANUFACT/JN£0 BY ANMONCAST ON £(}(JAL 12. MINIMUM SPACING BETIEEN POTABLE WATER LATERALS ANO S£IIEN SEN'tfCES SHALL 8£ 10 Frrl IJ. THE TrP CY WATER Jl£l£N BOXES SHALL 8£ Fl/JSH 111TH THE FINISHED Sl/HFACE CHAO£. U. CONSTRUCllON CY WATER MAINS ANO N£C>r:lEI) WATER MAINS SHALL A0H£N£ TO TH£ 'CHllEHIA FON SEPANAllON CY WATER MAINS ANO SANITARY SEIICRs' PIJBUSH£O BY THE STA TE CY CALJFONNIA 's IJEPANTJIENT CY HEAL TH SERVICES. STREET NOTES: I. ACTIJAL STRUCTIJNAL SECTJONS 1/flL 8£ IJ£1£RMIN£0 AF7ER 'N' VALUE TESTS HAW 8££N CONO/JCTEO BY A Pl?OfESSl()VAl ENGINEEN CY TH£ STATE CY CAUFONNIA, PNINCIPAll Y OC¥NG BIJSIN£SS IN THE fl£liJ CY APPIJ£D sat. MECHANICS, av THE PREPARED BASEJIENT SOIL TH£ 'N' VALUE TESTS ANO TH£ £NGINE£N£O STRUCTlJNAl SECllON MUST 8£ S/JBMIT7£0 TO TH£ £NGIN££RING INSPECTOR FON N£'A£W ANO APPROVAL A MIN/MW CY THO (2) CITY /lalKING OA r.i' B£FON£ TH£ Hai'K BEGINS. 2. STNEET UGHTS SHALL 8£ INSTALilIJ AS SHO#N ON THESE PLANS. IJNIJ£RGN()(JNf CONOIJIT NUNS, SENw:£ POINTS ANO HANO-Ha.ES SHALL 8£ Sllo#N av TH£ 'AS-BIJ/l i PLANS. NO /JINECT BIJNIAL SlTIEET UGHT FOUNOA llONS lllll 8£ AllO/tEO. All l/JMINAINES SHALL 8£ 'Ct/T ar TIPE. .I All IJNO£RGROtlNO /JllilllES ANO LATERALS SHALL 8£ INSTAl1EO PNION TO CONSTRUCllON CY CllN8S, CROSS CUTTENS C¥? Sl/HFACING CY Sl1/££TS. 4. S~ ONAIN PIP£ SHALL 8£ N£JNFONC£1) CONCNETE PIP£ 111TH A MINIMUM 0-lOAO CY 1,350. FON PNIVA TE s~ ONAIN PIPES, /JP TO 15' p,r: MAY 8£ /JlllJZ£0 Pf?O',fl)£J) IJEPTH IS LESS THAN 15 FEET ANO BACKRLLED 111TH 3/4' NOCK PER SORSlJ S-4 TIPE •c• ANO PIP£ MEETS ASTJI STANOANO .J03# Fe¥? SOR J5 saJIJ WALL PIPE. l'ORK TO BE DONE TH£ IMPN0"91£NT /lalK SHALL 8£ P£NRYN£JJ IN ACCOROANCE #ITH TH£ FOllOIIING OOCIJMENTS, ct/l?NENT AT TH£ llM£ CY CONSlTIIJCTION, AS /JIN£Cl£0 BY THE CITY £NGfN££R. I. CAR/.SBAO MUNICIPAL COO£ 2. CITY CY CAR/.SBAO STANOARDS .I THIS SET CY PLANS 22,(X)() LU r STllfET UGHr :-~11/SS/ON BE11J ~ 18' I I 10' ' I 126' 6J' VARIES 6J' MINIMIJM 53' VARIES 51 ' 1,//NIMIJM ,u• VAN/ES 41 ' 1,//NIMIJM I 9' 9' 10' I -1. PLANNING COIIMISSl()V NESOl/JllON No's. -1. PLANNING COi/MiSSiON NESa/JllON No.(S) 59.15, 59.J6, 5937 ,t 59J8 OA TEO: 8-3-05 5.5' ~15' VARIES ~29' VARIES + 5. 6. 7. TH£ STANOANO SPECIFlCA llONS FON PIJlJUC IKINKS CONSlTIIJCllON (GNEEN BOOK) SCKI.S /?£PONT ANO NECOIIMENOA llONS BY GEOCON INC. OA TEO: APNI/. 22, 20fH TH£ SAN 0/EGO AREA NEQavAl STANDARD ONA #INGS ANO AS MAY 8£ MOOIF1ElJ BY THE CITY CY CANI.SBAO STANDARDS. 8. TH£ CITY CY CAR/.SBAD £NGIN££RING STANOANOS, 20fH EIJlllON C¥? AS AM£NIJ£D. 9. S~ WATER POll/JllON PNEWllON PLAN OA TEO: AIJGIJST 25, 2005 I 0 0 00 .uo0o 0 0 08 7' goooogoooo I oooooooooo Oo0o0080o I 00 I SEE PWIS FCJR 0/1,/ENS/ON/NG 4'PCC S/IJEWAJ.J( -1.5' -VARIES 6" m'f" .t GIITTfR a.. G-2 fiJRB-,.,.,,,F~ ,} H A.8. * . IIIN/IIUI,/ 6 AC/ 14' Cl. H A8 IIINIII/JM ( 12"-15' PflOJfC7EJJ) Tl-9.0 22(X)() W • STRE£rUGHr I (11/SSiON /JE1lJ I I f'ROP. . Mr \ ~ I T '-SEE PWIS FCJR 0/MENSKJNlNG DETAIL: RIP RAP APRON NOT TO SCALE LOCKING ACCESS HOl.£--COVER PER SIJRSO M-4 BO~ COP0/.0/,/ER POLYPROPY/.ENE ~TEP I ---,--G; 4" PCC S/IJEWAJ.J( 6"m'f" - JO' I r ,o· ' I ' I 15' ----,;_5• ~20' VARIES SUPf]l£LffATION =- Vffl r -----] ,r,?_=z'.cc-z.,~,7_.jj VARIES ___ --< ~ [r------=-7=r•·x:.z7.•z~=z~ .cTZT.·':Z~ -•• 75' 11mr W CtlT O Fl R£Jl(M £XJST/NG~ ,WO JOIN EXIST. !!4mT fL PAVE/J£NT EL CAMINO REAL STA:359+63.34 TO STA·369+71.fH NO SCALE 138' VARIES 6J' 1,//N/l,/UI,/ 45' VARIES 53' MIN/1,//JI,/ ~JB" VARIES VARIES ,U' MIN/1,//JI,/ 9' 9' 10' SI.IPfll®'AT10N ~ SUPfR EJ.EVATION YARflS ___ --- -"-..,i! L j -~-~-- EXISTING P.AIS£D 'NG ACP PRECAST f!ATTOP OR EQIJNAI.ENT WITH 36' ACCESS HO/.£ IN UNE WITH STEPS 1.0' L :F .t GIITTfR a.. G-2~ Q A.8. ' VARIES ----~ -------i:r --c===-c,;~;;;:=r.=z:z:2-_.rz~-· .,., ,.--7 .~z-:7-;r7 t ::;,,:-z._,._-j_LZ---- '-54W CtlT O Fl. pEJ!!lfJl!3,-ll£IMN PAVEJ/ENT ,WOJOINJ.~ 60' HCP STACKED ON ENO MAN CON PRODUCTS OR EQUAL 5.0' I.D. MOO/RED TYPE il-8' CLEAN PER~ 0-9 X=8.0, Y=B.O'. Z=8.0' BOX THICKNESS IS IB" REFER TO SHEET 8 FON-"=::7" PWI 11EW OF CLEAN OIJT X=B.0' DETAIL: MOD. TYPE ~-8 1 C.O. EL CAMINO REAL 368+82.50 NOT TO SCALE 11.5' CIJNB AND GIITTfR S/OEWAI.K ..., .-; . .. . . . . . ,. . . . . . . . . .. . . . . . •·. . : ·. : .. . . . . . .. .. . .. . . --. . ... ,. S SIGN EL CAMlll\'.I REAL STA: J68 71 * • 11/Mll/JM 6 AC/ 14"C/. HNJIIINIIIUII REJKM EXIST/NC 02·-,5;_~; EL CAMINO REAL (t, DECELERATION LANE,) STA:37o+99.22 TO STA:375+-W.(}(µ- 22(X)() LU • STRf£r UGHr (11/SSiON BE11J f'ROP. \ D/1ST. 4" PCC S/IJEWAJ.J( ~ I I ~ Mr ' 18' TYP ' VA/115 10' 5.5' ~15' VARIES 1.5' ,_ ... 6" m'f" .t GIITTfR a.. G 2 CJJR8 mf' ~ ON I-' H A.8. * • I/IN/MUii 6 AC/ 1 ~ • Cl. H NJ IIINIIIUII r,2•-15• PROJfCTED) Tl-9.0 ' 6J' 53' NO SCALE "STA: 375+,/(}.00 TO STA: 376+32.18 lTIANSlllONS TO NO IJECEJENA llON LANE 126' 53' ,U' TYP VARIES g• g• ~29' VARIES 6J' ,U' 10' V@ s~ATION _____ .,...if=-~----i'E -----==,---7::b-j z ,,,-~:::._-[_;-::.-z-.7~~~;:_=AJ z =r = == r c,~:z, __ c.L" --~~'-,:_....,_--~ tffflr ~~w cm • Fl. ~EXf/Jf! L EL CAMINO REAL STA:376+32.18 TO STA·379:t NO SCALE PAiJFIIENT I I + I I 5. IIHER£ AN EXISTING PIP£ UN£ IS TO 8£ ABANl)()V£0 IT SHALL 8£ /iUOl£0 IIITHIN TIENTY FEET CY 8lllllJING C¥? STTIEFT A/?EAS AND NEPV.CEO #ITH PROP£Rt. Y COMPACTED sat.S. IN OlHEN A.REAS TH£ PIP£ 1/flL BE PllJGC£J) 111TH CONCl?D£ C¥? /iUOl£0 AS APPNOl£0 BY TH£ CITY £NGfN££R. PCC 8/JS STOP PAO -CONSTRIJCT BENCH 22(X)() LU STREET UGHr (/,USS10N BE11J 6. IIIIEFI.CHAIN RAMPS SHALL 8£ INSTAl1EO PER NEQIJ/NEll£NTS CY llllE 2,1, CAUFC¥?NIA AOMIN/STTIA llW COO£. 7. STNEET lT/££S SHALL 8£ INSTALLED PER SECllON IV 0.3 CY TH£ CITY CY CAR/.SBAO lANOSCAff MAN/JAL 8. FINE H'rVNANT MARKERS SHALL 8£ PLACED IN THE STNEET IIITHIN THE UM/TS CY Hai'K CY THIS PLAN P£R SORS 0/Kl M/9. 9. All Sl/NWY MONUMENTS ANO POINTS THAT AN£ DISTIJNEJ£0 BY THIS Hai'K SHALL 8£ NEESTABUSHED, ffRP£TIJA 1£0, ANO 00Cl/M£NT£0 P£R TH£ Pl?OfESSl()VAL LANO SIJNWYC1?S ACl 10. THO (2) SETS CY SIJNWY (Ctll} SHEETS SHALL 8£ Pf?O',fl)£J) TO THE CITY £NGIN££RING INSPECTOR. SE1fERNOTES: I. S£IIEN MAIN ANO APPIJNTENANCES SHALL 8£ CONSTRUCTED IN ACCOROANCE 111TH TH£ CITY CY CANI.SBAO £NGIN££RING STANDARDS, 20fH EIJITION. 2. THE CONTTIACTOR SHALL OBTAIN AN D'CA VA llON PERMIT f7?0M THE Dl'rfSION CY INO/JSlTIIAl SAFETY BEFON£ ANY D'CA VA 110N ANO SHALL AOH£Nt TO All PNO'rfS/ONS CY TH£ STA TE CONSTRUCllON SAFETY ONIJENS. J. 8£FON£ ANY CONNECllON TO TH£ DISTRICTS EX/Sl/NG Sr.i'TFM, A PERMIT SHALL 8£ OBTAIN£]) FROM THE 0/STRICT. IT MUST 8£ SICNEO ANO APPNOl£0 BY TH£ DISTRICrs £NGIN£EII ANO SlJPENINTFNIJ£Nl 4. 8£FON£ CONSTRUCllON BEGINS IN ANY PIJ8UC NIGHT CY WAY, A CITY NIGHT CY WAY PERMIT SHALL 8£ NEQ/JIN£0. 5. TH£ CONTTIACTOR SHALL NOllFY THE CITY CY CANLSBAO ENGINEFRING INSPECllON 48 lfO{JNS PNION TO TH£ BEGINNING CY CONSTRUCTION. (1£1£PHavE NO. [760] 602-2780} 17.5' PER NCTD STDS f-------'-'-'~C7ii~~NEi1£1CEPTiiiJ'i4CJ.Ei:LJ~ ARCHfTECTUIW.. THEME TO MATCH PffOJECT DETAIL: NCTD 11BENCH STOP 11 NOT TO SCALE PROP. 11/W I 18' £)(JST. R/W 9,500 LU STREFT UGHT R-----(NOT MISSION BEll} 10' 5.5' 1.5' J8' 26' 72' J8' 26' 2X 4" PCC SIOEWAIJ( c&is rr;r Jiik l71P I I - ON a.. U A.8. , IIINIIIUII 6' AC/ 6"CI. IA8 ~ (12•-15• PROJECTED) T/-7.0 SALK AVENUE NO SCALE (PROPOSED, PUBLIC} INOUSTNIAL STREET NOTE: All PNa>OS£D STNEET UGHTS ALONG El CAMINO NEAL TO HAW "MISSION 8Ell • RXTIJN£S P£R TH£ CITY CY CAR/.SBAO N£Q/J/N£l,1£NTS. "FINAL PAWMENT SECTIONS TO 8£ IJETENMINEO PENO/NG SOILS N-VAL/1£ TESllNG 5.5' ~15' VARIES 6J' 126' SJ' 45' 9' g' ~29' VARIES EL CAMINO REAL STA:379:t TO STA:385+51.06 NO SCALE 53' CITY OF 6J' CARLS BAD I S2ETI ENGINEERING DEPARTMENT /IJ/IIKNDENT PUNS FOIi: £)(JST. 11/W I SH285 I @CONSTRUCT 6' P.C ENO CAP · · · · · · • · · · · · · • · · · · · · · · · · • · · · · · · • · · · · · · · ---------~-------------~----------------< " BENCHMARK: • (}(JANllllES AKE FON 80NOING PtJRPOSES CM Y. CONTTIACTOR TO PNEPANE HIS O#N TAKE OFF. c~:?Ts 2710 Loker Avenue Weat Suite 100 Cor1■bod, California 92008 760-931-nOO Fax: 760-931-8680 Civil Engineering Planning Procening Surveying DATE: RCE: REVIEWED BY: !55187 1· {·08 DATE 1-~ -or DATE DESCNIPllON: SET 2.5' DISK IN ONA/NAG£ BOX /Nt£T lOCAllON: NORTH SIDE CY PALMER WAY, 100 FEET EASlFRI. Y CY COiJGAN ON/W NECONOm· (fflNT 108, CITY CY CANI.SBAD SIJNWY CONlT/Ol NETIKJNK) ELEVA llON: 246.,/J OATIJM: NG'AJ 7-l·c,A , IZ' Ar. h,;l-1-< . ' D~TE INITIAL ENGINEER OF WORK REVISION DATE INITIA.L. DATE INITIAL DESCRIPTION OTHER APPROVAi. CrTY APPROVAL FOX -MILLEN PNOP£NTY NOJ'l/8 ml} /JffJJLS APPROVED LLOYD B. HUBBS a r ~ ~ 1,:;d a J4:::. i o ·it, RC23889 EXPWl!rs1i-1-A CITY ENGINEER OWN BY: PROJECT NO. CHKD BY: 9m RVWD BY: C.T. 00-20 G: \041093\0493102.dwg Sep 01, 2005 3: 35prn Xreis: 0493' I/ (ff•"- ' ATE DRAWING NO. 418 -6 010609 020306 ) .. ··•···· i t ·• t 165 ·····T f ' L. f 205 ... , ........ --... , .. -............. ~--t t- r - ·rra ·rr;p · · · -·-·- ·· ·· ··········•195· 170 RCP t l -755 -, - I ... -i .... <:I Si .... 'ao· 0-t K:··-··"" "' u "" "'-··- ······N ···-"ti --, "' ~ - EXISTING GRA E O EOF ..... ,... ... , _____ __ --·r··- ' •-l- 192.25 lF /J50-0 -;}8(]/-,0. 0+20' 8'-1 __ JC_l68, 10_.c..· ---'-- 205 t t- . --,. ···---·-·- ' . ' 1-U---6.05 LF /8~ RCP f 60 '1JSO::-P ·t1 2. 00:f · 0100""2. 11, CFS VI00=6.4J FPS !3· i.-~ -' ·-Cf) s:, "' . L[FJ -[OP -... ; ----,, ........ .,..... -+ -.... . ----......... . l t. FISL. JOO ' l ~~-__;_ •••••-••••n•••••-m•-,;---m•-•~••• ••-•-•••• •>---~~------539 tF18'RCP /J5(F0' ti 2.(}(J:( t65 TOP.. .'OF E.XISTING if, T CURR\ • LEFT CURB · · 1-- 385 38H60.00 1+· 8-1; ET TC 168.67 384 PROFILE 383 EL . CAMINO REAL - SCALE· VERT ~ 1'=8' H()RIZ M . ,· =40' 382 l l ! ; • -~ -------~ ___ , ________ ;,,_ ____ --.;._ l 381 380 JIJJAP # 140130 6=51'42·+1· ---=====:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~~::::::~!~:::::::::::1:t§c~·~r:~#:;g~e~~~o;2~::::~~~§~~::::::::=======================;;;======~\=~~~-~=:zr:1:f{ EX ROW ...- - g ~ ----TEL -----EX 20 0/P WA'ftR 'U"'NE~--------TEL----- w --~~------w----- 6=21'54TJ~ --w -----R=2ooo. • EX 20" STEEL WATER LINE {ABANOON[O)-Y,, w -----w ----- -----w ----- EX TEL CONDUIT ---,.sf"~ TEL---------+-,~...,. lEL ----- <o .... -----TEL ---"---- EX 20• Off5LWATER LINE -----W ~-'-,f---W----------w .::::.:::___:c,._ __ -----W~+-+---W----- EXISTING MEOW/ w =---L=164.62' 389 ___ J88 EXISTING MEOW/ -< J86 N 74"25'25" W -+ 381 911.84' 385 EXIST. MEO/AN J84 EX 20. STEEL WATER LIN[ {ABANDONED J 7 JBJ 382 ---~ 381 G G f:'3,f----------G :g .... .,_ EX 16" HP FUEL _j EX 10• HP FUEL EXISTING GUARDRAIL G G :J/J4+69 6 ENO GUARDRAIL 1 J81+28 ""'-""-~="-=sEE~£.:=-zs52r,·,N-GJ 2-0.-s:c,J ~ -=·~--=TR=£ -LIG~-- A, ,. •=M --E!§!/N(;Jo" sa-5 -- --- ..... __, ~ DRAIN EASEMENT NOTE: SEE SHEETS 20-28 FOR EL CAMINO REAL STRIPING PLANS, AND TRAFFIC CONTROL PtANS. - P ~ nr:r::1 /'J .1-J r1 u -'-'-'-' a J\;Jjjp # 17830 NOii-• • 98 :g I:;; V> c:: ,._, CD 8~ C) s c:;-V> '<> I i5 .,_"' z .... "' ~:!: X CD 1J', C) :-" c:: z ⇒ i 80 " "' -< IA >_ C) I __, "' 'ALL STORM DRAIN PIPE WHICH CONTAINS WATER ltfTH VELOCITIES OVER 20 FPS MUST HAVE AN INCREASED THICKJj_ESS OF CONCRETE OVER REBAR ON INSIDE SURFACE OF PIPE ( TYPE 'C' WALLS) "WATER TIGHT JOINTS PER SECTION 306-1.2 4 & 208-J OF THE 'GREENBOOK' DES IGNED BY: T.T.C .• 8.R.L DATE: DEC 2006 DRAWN BY: ~J~.D~.D~. __ SCALE: ___ _ PROJECT MGR.· J.P.S. JOB NO.: 04-1093 ,_ C LINE 'O' J . . . . ·• : . . . .... · .... 3 20' SW TRANS. .,., -"' ...: ~~ ~al ~ .,_ 5l .... PR/VA TE STORM DRAIN PER GI/AO/NG PIAN ~f:-3 " 6 DATE /?\REMOVE EXIST. l.:VAc BERM ' ......... C EX 16" HP FUEL EX ROW ROW LOT 5 OPEN SPACE PLAN -EL CAMINO REAL BENCHMARK: OESCR/PTION: SET 2.5" DISK IN ORA/NACE BOX INLET LOCATION: NORT/f SID£ OF PALMER WA Y, 100 FEET EASTERL Y OF COUGAR ORI~ ----<f .. ---- -----G Ex1o•~c 1 o· 10' 40' 5 20 SCALE: 1" = 40' .,_ :o.!: r1' /2\ AS-BUil TS 5l ~ • ..._ 8 LINE 'fl' __, '-' .... __, "' I ~ .... "< ~ IQ !;l :g -" !;:: -~Q ~ cb -a -:::i; .,_ <:I <::, <::, ,._, :;: "' <., <::, __, 81 ~ <.., 98 80 80' Q/00=594 CFS . VlOO=l.94 FPS . 190 • g :--... ., ..... "-5 ~ -~ ~- CURB DATA DELTA BEARING RADIUS LENGTH REMARKS II 14'25'24" W 527.84' 3 STORM DRAIN DATA NO DELTA/BEARING RADIUS LENGTH REMARKS I N 7J'J9'47' E 4965' !l2l • 2 N 22V5'5o" W 6.05' 91 J N 74"25'24" W 152.16' • 4 N 74"25'24" W 282.J/' • 5 6 0019'28" 175{00' 994' • 6 N OJ1J'58" E 5J9' ,.,....,~ 91 "-- 1 6 -0017'J7" 175{00' 8.99' 8 N 08V7'o5" W 26.Jl' 12• HOPE PRIVATE) 2.0% STREET CONSTRUCTION NOTES (SrcONSTRUCT AC PAVEMENT 6" AC OVEII 14" AB a II (MIN.) (EL CAMINO REAL) (jj--cONSTRUCT 6" PCC CURB&: GUTTER, TrPE "G: PER SORSD G-2 @-SAW CUT AT EXISTING AC 8ERl,f, REMOVE AC BERM AND BAS£ ANO JOIN TO EXISTING PAVEMENT ©:-CONSTRUCT 4• PCC SIDEWALK PER SDRSD G-7, 5' IIIDE Q9-CONSTRUCT STREET LIGHT PER SDRSD E-1, 22.000 LUMENS, 200W HIGH PRESSURE SODIUM MISSION BELL ST'll.E @--CONSTRUCT CURB INLET DEPRESSION PER CS80. STD. DS-1, MOD. PER OETAIL SHT. 2 -,I, @-c_ONSTRUCT llfX)()-POST, llfX)()-8lOCK, METAL-BEAM GIJRORAll PER CALTRANS STD. PNS AllA -Al7C, TrPE C TERMINAL SECTION AT 8£CINNING -PR0"10£ 4• 9LACK CONCRETE PER SORSIJ 1,1-JO 0/MENS/ONS AND SIDEWALK TRANS/ TION PER PLAN "1EW. @-Cl;,tND &: AC Om?LA Y, 2• MIN. STORM DRAIN CONSTRUCTION NOTES @-cONSTRUCT STORM DRAIN ClEANOIJT TrPE 8-4 PER SORSO D-10 @--cONSTRUCT CIJR8 INLET, T'fPE 8-1 PER SORSD 0-2 @-cONSTRUCT STORM ORA/N CLEANOUT T'fPE A-4 PER SORSO 0-9 (§J}-cONSTRUCT 18" RCP STORM DRAIN. 1350-0 OR AS SPECIFIED ~ONSTRUCT 24" RCP STORM DRAIN. 1350-0 OR AS SPECIFIEO ~ONSTRUCT JO" RCP STORM DRAIN. IJ50-0 OR AS SPECIF/£0 ~EMO~ EXIST. HOIII.L ANO RIP-RAP CITY OF CARLSBAD I SsET I ENGINEERING DEPARTMEN T IMPROVDIENT Pl.ANS FOH: I SH285 I EL CANINO REAL STA. 390+00.00 TO STA. 380+00.00 FOX -AIILLEH PHOPEHTY 1-Z,/1Z/ot, 611P APPR1 ,/ z,/J.., _/) / DAVID A. HAUSER 1'1,/17,(DS C>~ • I ~ 4-6/'/IP ~r;Olf RCE 35081 EXPIRES 06 -30-10 CITY ENGINEER DAE 271 0 Loker Avenue West Suite 100 Carl sbad, Californio 92006 760-931 -7700 Fox: 760-931 -8680 Civil Engineering Planning Procea•ing Surveying RECORDED: (POINT 108, CITY OF CARLSUAD SUR~Y CONTROL NETMJRK) ?. .r • ~< /2\ REPLACES ORGINAl SHEET. S/GNEO I /II /06 DWN BY : PROJ ECT NO. DRAWING NO. DATE:/Z.·/·c:8 RCE: 55187 ELEVATION: 246. 4J OA TUM: NGVD DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:~ ENGINEER OF WORK REVISION DESCRIPTION OTH ER APPROVAL CITY APPROVAL RVWD BY: C.T. 00-20 418-6 G: \041093\0493103-B.dwg Nov 06, 2008 9: 37cm Xrefs: 0493MAP; 0493STR; 0493pro; 0493U TL; 04931-B ) 010609 0 w :E 0 G) -.i:::,. I\,) ...... 0) 0) I 0) NO I 2 J 4 5 6 2 J 4 5 6 1 8 380 I,: DELTA BEARING t:,. • 12"26 'f.9 t:,. =1J"09'4J* N 48"48'53" W t:,. =10-1J'40 6 =14"01'50* t:,. =2"15'40* CURB DATA RADIUS LENGTH 1147.00 J19.52 150.00' 34.46' 28.94' 150.00' 26.18 17J5.00' 424.86 1141.00 68.94 379 EX ROW REMARKS 3 3 3 3 3 3 STORM DRAIN DATA DELTA BEARING RADIUS LENGTH t:,. =0755'40 6 =09'47'20* N J5"25'59 W N 85"22# W N 5lf41'27* W t:,. =(),j18'J6 t:,. =01"34'05* N 48"11 '26* £ 1154.00 1154.00 11J1.02 11J1.02 242.69' 299.66' 64.16' 56.29' 102.64' 244.22 41.J 46.01' REMARKS 378 STORM ORM/ CQNSTRUCUON NOTES 377 1WAP # 1406'0 er# gs~o2 @----REIIOIII: ~110 lF EXIST. 18" RCP .t CONC. CURB OIJTL£T STRUCTURE ~T CURB INLET, TYPf 8-1 PfR SDRSD 0-2 ~T STORM DRAIN CJ.£ANOUT MOO/FIED A-4 PfR SIJRSD 0-9 ~T CONCRETE cow.R PER SDRSD 0-62 ~T 18* RCP STORM DRAIN, 1 J50-D OR AS SPEC/RED ~T 24* RCP STORM DRAIN, ~~D OR AS SPEC/RED ~'!'fNECT TD EXIST. 18" RCP STORM DRAIN 376 DESIGNED BY: T.T.C. DATE: JUNE 2005 DRAWN BY: ___.,J.1,1,D.1,1,D,~_ SCALE: -----.t PROJECT MGR.· J.P.S. JOB NO.: 04-1093 375 374 373 -------- #0' R/GtfrllJRNPOcl(a- PLAN -EL CAMINO REAL SCALE: 1 • =40' CAUTION! IKJRK NEAR fVEl UN£ MUST 8£ SOIEDIJLED ANO COOROINA 7llJ WTH OWNER KINDER-MORGAN. CONTACT AREA MANAGER CRAIG BISHOP fJ (619) 283-4811 ~C),:~!tT" BENCHMARK: DcSCR/P T/ON: SET 2.5* DISK IN DRAINAGE BOX INLET LOCATION. ~J-1-oB f--------------------1 P.E. 5'5"'187 EXP. 4../10 (/tJ I DATE NORTH SID£ OF PALMER WAY, 100 FEET EASTERt. Y OF COi/CAR DR!~ 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931 -7700 fox: 760-931-8680 Civil Engineering Planning Processing Surveying 55187 RECOf/OED: {POINT 108, arr OF CAlrlS8AD SIJR',fY CONTT?Oi. NET'tKK?K) ELEVATION: 246. 4J DA TTJ/1: NG'AJ ..... ··-·---····· ·--·-·· ·-·-·--·- --•-➔-=-'> .. --·---. ~ 372 ENGINEER OF WORK 371 --- REVISION DESCRIPTION 370 I 0 DATE INITIAL OTHER APPROVAL 369 NOTE: TEE CONNECllON IN EL CAMINO REAL REQUIRES SHUT DOWN OF EXJSllNG 20• STEEL WATER MAIN. COORDINATE WTH CITY INSPECTOR --Jl_o+ 16.39 0 47.85' KT EL CAIi/NO REAL =21#8f..29 0 28.78' KT S4U< Al£ 1 DI ~ TAPPED CONNECTION TD EXIST. STill MAJ,~STANDARO DWG W-14 1 DI ~ 12• FL ~ GV EA ,.., 2• /MR DATE INITIAL CrTY APPROVAL o· 10· 40' 5 20 SCAl£: 1 • = 40' OIP/iOVDIENT PWIS FrJli: EL CA1/JNO REAL ST.A. 380+00.00 TO ST.A. 389+00.00 FOX -MILLER PROPERTY APPROVED DWN BY: -~1-,, CHKD BY: ffi fY RVWD BY: LLOYD B. HUBBS ,yr_ , . ,/~c(e 5 CllY ENGINEER 'ATE PROJECT NO. DRAWING NO. C.T. 00-20 418-6 G: \04109.3\049.3104.dwg Sep 01, 2005 5: 10pm Xrels: 049.31, 049.3~AP: 049Jpro: 049JST~: 049.3UTL. 0493GRD 010609 020306 tll 1 +r- -I j I • -+-- j 4 ; ' I ~ !-~, I -z7.'l ~ , _v • ' I t -+--. ----t .. ' j I l t ··+--<Ti-'>--+--+l ~-+--l-. 1-,-+-+t-+--l--,f--l-.. f ' j ti. : i !· t ' . ' • ' 369 I . & COMSTlfUCT AC PAVEMENT 6" AC OVER ro" A8 ~Rf'M?VE f'X/STING TREES 368 ~ "'1/S"E Fl RE HYDRA/IT TV CRADE [§!)-~MOYE f SALl-'AGE flAG PIX£ AND TURN OVER TV PROPEfVY OWNEf( f 08 RAISE H/4711? METEX TO GfA/)E I SAWC/JT EXIST. AC 110 /1A!S£ !RR TO GRAD£ 1 ff REMOVf ? SALVAGE 1>14/lEO:r' A/.1D TURN OVG'r TO f'ROPE/'.TY OWNER ffi -I 12 -REMOVE LANDSC4PE BOULDER -" .f ' '-A:) / 2710 Loker Avenue West Suite 100 Corlsbod, Colifomio 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying . • ' I • I ' - 367 366 365 364 363 EX ROW'-.. J65+04ff""TP'i'Jr / CA LJW1J ----"' ,n --------TEL STREET CONSTRUCTION NOTES TEL STORM DRAIN CONSTRUCTION NOTES 1 . ·-, AC PAVEMENT 6" AC OVER 14" AB Cl. II {I/IN.) (EL CAMINO RfAL) 3 CONSTRUCT 6" PCC CURB ct GIJT7fJi, TYPE "G: PER SORSD G-2 @-coNsnwcr CURB OIJTl£T TYPE ~ • PER SDRSD 0-25 5 5411' CUT AT EX/SllNC AC BERM, R£M<M AC BERM ANO JOIN TO EX/SllNC PAVEMENT 6 CONSTRUCT 4• PCC SIOEWN..I( PER SORSD G-7, 5' W/Of '@-CONSTRUCT JO' COMMERCIAL Djlr OPENING, PER SORSD G-14A, G-16 {f§--CONSTRUCr STREET JJGHT" PER SDRSD E-1, 22,()()() LUMEJIS, 200W HIGH PRESSURE SOO/IJM MISSION BEil STYLE ~ NCTD BUS UJW/NG PAD/RAMP, SIGN, BENCH, TRASH RECEPT., PER THIS SHEU "AS~-UILT H DESIGNED BY, T.T.C. DATE, JUNE 2005 JI n 0 4" DRAWN BY: J,D.D. SCALE: --~ I -Yi ' '}--1-<:e PROJECT ~R.· J.P.S. JOB NO.: 04-1093 1--------1----------1 P.E. 5"518 7 EXP. k,/3°;/1 0 DATE ENt'./rr: ~ ~Kl J . r----r:Mrr.0~1t / .,,,,.f1-z .oi; JOHN P. SlROHMINGER RCE: 55187 REVIEWED BY: ~c\M.J PECTOR 7·.l ·oft DATE BENCHMARK: DESCRIPTION: SET 2.5" DISK IN ORA/NACE 80X INLET LOCATION: NORTH SIDE OF PALIIER W~ J f(XJ FEET £ASTERL Y OF COi/CAR OR/rt RECORDED: (PaNT 108, arr OF CARLSBAD SUR'tfl' ClWTROl NmKJRK) ELEVATION: 2-16.-IJ DA Tlhl: NG',fJ • . . j ~~-+-+-+-l,"--l_ f-"-·l=F··l-'--t--t--'f--'.+'-'f_-+.;.;· -t1'--"-'t" ··++f·'--· i--r·-·J--1 ! <:> • ~ J 1 f • II In I ~•""'"" . .J.--4-4--1-~l~-+--➔l_,_-+_ ~11;;::~;-,.1-J"")!~::.:!-'-+-+--t-1--1--l--l'--l~rt--t--t--t -+-+-t--t. 1-.,i; ,.:_ ;;;;tJl-i'r-t,, .... rl-.;ai .. ],,a, _[ " . S! a; -~-'-I-·-4-4---4'---li-'l---l--+--fq--'1,;c--1f----f:;j ,~; ,-' <; ::; -+--+--+-_~ ~:+ .. cc'. 1--'f-,--+~ ;t ! ::: . ' ' ' ' ' ' 362 EX ROW-..... -----'EL EX TUE CONOIJIT ./ o· 10· 40• 5' 20· 80' SCAL£: 1 • = 40' -- 361 360 EX ROW-..... -----TEL --- 359 JY/AP # 10330 PM# PM# 1".;111/1 u -j' 18317 G fSR!ITl CITY OF CAR~BAD I SHEETS I 1---11---J----------------t----t--t---+---J l..Q_J ENGINEERING DEPARTMENT 28 1-----11----+----------------t----+--t-----t---i µfc,cO:..,-~c.::.· o,,;=-1"'-'-cl°>?-~/ I:,;' \._,),,,CO.,:,'f.:,:_V_::ca:::,W.,,,_,gJ_tlm<J/l l!lrOP;,fA770/J DATE IN rTIAL DATE INITIAL /0,/tN.. Fl DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IJIIWO'IDl£NT !'WIS F'OR: EL CMIIN0 REM, STA. 369+00.00 TO STA. 35?+00.00 FOX -MILLEH PHOPEHTY APPROVED LLOYD B. HUBBSqr A':,, eC e«£ 4 ~w-e ~-, v✓tffp RCE 23889 EXPl ~S 124-CITY ENGINEERATE DWN BY:__,....,_.~ CHKD BY: ~ RVWD BY: PROJECT NO. C.T. 00-20 G: \041093\0493I05.dwg Sep 01, 2005 5: 11pm x~efs: 04931, 0493MAP; 0493pro; 0493STR; 0493UTL DRAWING NO . 418-6 -- • 0106 09 ) 160 170 • C/L ·150 a· 10' 40' 5 20 [XISTING tc 6 80' SCALE: 1" = 40' -......,. - 7 L/4=9.91 ·@ ···~· :.::~·· ,. · ' · PVI EIIV = 115.2 .,. . ... ··-.:: / / / / . ·····(· .. ,.. ..... ····· .... ....... ., ... ,. ....... . .. . ··.. .. / ... .240 230 . . .. ........ ··~-. P>;r SrA-= 10+75 . . ......... . Ji()' lot'... . FINISH GRADE O C/l 8 ' ...... ~ .. ···,······· + ·l··· · .• -.. .. EXl;TJ;; ~~~ 5':TORM ;~;1-: u 9 10 SEE SHEETS 8 & 9 FOR PUBLIC STORM DRAIN. SEE SHEETS 10 & 11 FOR PRIVATE UTILITIES. Jvi)JP # 17830 · .. ~ r .. EXISTING roe TO 8 £NCAS£0 IN CONCR[ 'MTHIN THE PUBUC ROW 8+50 JOIN EX 12" WA /FR LIN£ 6 65 8+24·95 £C, 1 ~ ~ 12" PJxPJ COUPLING 8+08 EX WA /FR SERVICE TO REMAIN 4+60.52 HA TCH EX IMPROVcMENTS BEGIN REMOVAL BERM ANO S 7+60.49 SALK AVENUE= 35 0+00.00 FERMI COURT, EXISTING AH SANITARY SEWER CONSTRUCTION NOTES SEWER DATA @--CONSTRUCT 8" Plot' SEWER MAIN, SOR-JS & CONSTRUCT SEWER ACCESSHOL£ PER CMWO STD. S-1 ®--REUOVE EXIST. SEWER CL~NOUT ANO CONNECT TO 8" S£W£R @--ADJUST EXIST. AH TO GRAD£ ~ I 2 J 4 5 6 DELTA/BEARING N 85"26'0J" W N 85'26'0J" W /:,.=16'4 6'.25.34" N 68'39'38" W N 68'39'38" W N 68'3938-W DESIGNED BY: T.T.C .• 8.R.L DATE: DEC 2006 DRAWN BY: ~J=.0=.D~. __ SCALE: ___ _ PROJ ECT MGR.· J.P.S. JOB NO.: 04-1093 RADIUS LENGTH 152.02' 15.40' 6/JO.OO' 175.65' 112. /J' 228.22' 230.73 REVIEWED BY: 2710 Loker Avenue West Suite 100 Carlabod, Califomia 92005 760-931-7700 Fa,:: 760-9::5\-8680 Civil Engineering Planning Proceaaing Surveying DATE: t,.. ,e;.i RCE: 55187 "if)'.-i::;: ·~·"')· ·:· .. .i;• "1. 1 : . . ... . . EC · ··· 11 56 5 PLAN REMARKS ""' Clcll C<nl " ·O DATE ~ 10 12 / / I .,..... ··~ . / 13 W£M£NT FOR STORM DRAIN PURPOSES TO TH£ CITY OF CARSLBAO 31 ROW . .... . .................... . ..... ..... .. ::· .. · .. / 14 . .. ···· .... ; ·... .. . .. '/ A / 15 LOT 5 OPEN SPACE 16 31 220 i;,~izs·• ... . ... "" ... f/:f.,,l()J/4 · · 'ff,, 2 O ..... .;. 17 4 18 _r. -.•..• : ' t ·:·•., · ....... , ~ · .. ,.· RW IJ J 15 SALK AVENUE Y-----w ----- .. ; . ':• _.,,. .·. .. .. ,· ' LOT 4 6 ROW R 21 <o " -16 ~ ~ "' ~ ~ 6 -l--'----w RW ' ' ' ' SE£ SHEET 11 FOR SEWER LIN£ '8' CENTERLINE/CURB DATA ' ) STREET CONSTTWCUON NOTES 12+96.02 61 @-CONSTRUCT AC PAVEMENT 4" AC OVER 6" AB CL II (MIN.} (SALK) @-coNSTRUCT 5• PCC CURB &: GUT/FR, TYPE "G'. PER SORSO G-2 ©-coNSTRUCT 4• PCC SIDEWALK PER SORSO G-7, 5' W/0£ @-CONSTRUCT PCC CROSS GUT/FR, PER SORSD G-12, DIMENSIONS PER PLAN, {f§i-cONSTRUCT 20' 0/W OPENING, PER SORSO G-1 48, G-16 KJ)-coNSTRUCT 2?<6" REDWOOD H~[R ~CONSTRUCT AC PAVEMENT 4• AC OVER 6" AB CL II (MIN.} (ACCESS ~S£M£NT AR~) @-coNSTRUCT PEDESTRIAN RAl,/P TYPE ~-PER SORSO G-27 @:--REMOVE EXISTING CURB, GUT/FR, ANO SIDEWALK [}-CONSTRUCT STREET SURvrY MONUMENT (WELL MONUMENT}, PER SORSO M-10 (f7}--2• GR/NO &: AC OVERLAY AT PAVEMENT JOIN FOR SMOOTH TRANSITION ~SAWCUT O PROPOSED GUT/FRLIN£ ~REMOVE EXIST. AC PAVEMENT &: CONSTRUCT NEW 4 • AC/6" AB CL. II BAS£ (MIN) SALK AVENUE SCALE· I" =40' '@-CONSTRUCT STRITT LIGHT PER SORSO £-1, 9,500 LUM[NS, 100W HIGH PRESSURE SODIUM {j'f--coNSTRUCT CURB INLET DEPRESSION PER CSBO. STD. OS-1, MOO. PER DETAIL SHT. 2 @-TRENCH RESURFACING PER SORSO G-248 BENCHMARK: DESCRIPTION: SET 25" DISK IN DRAINAGE BOX INLET LOCATION: NORTH SID£ OF PALMER WAY, 100 FEET EAS/FRL Y OF COUGAR OR/ff: ~ ,OIi ?<; I 2\ •S-BUIL TS 1NO' \/ JJ DELTA/BEARING RADIUS I N 85'26'JO" W 2 t:,. 16'46'52.34" 6/J0.00 J N 68'J9'J8" W 4 N 09'4527 W 5 t:,. -76'08'24.12" 30.00' 6 t:,. =0·21·21.12· 2626.00' 7 N 85'26 'JO" W 8 6= 16'46'52.34" 626.00' 9 N 68'J9'J8" W 10 t:,. = 1'25'14.96" 2574.00' fl N 85'26 'JO• W 12 t:,.= 16'46 52.34" 574.00' /J N 6trJ9'38" W 14 N 5trJ9'J8" W 15 90·00·00· J0.00' 16 8J'J2'55" J0.00' R£COR0£0: (POINT 108, CITY OF CARLSBAD SURVEY CONTROi. NFTWORK) I?, "°''· r h\ REPLACES ORGINAL SHEET. SIGNED I /1//06 £LEVA TION: 2~ 4J OA TUI,/: NGVO DATE INITIAL DATE INIT~L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL LENGTH REMARKS 5 6 4 4.86' 175.73' 60 ~ 56 <71.08' 39.78' 3 WATER DATA 39.87' 3 20.89 ' 3 IINO DELTA/BEARING RADIUS LENGTH REMARKS 192.41' 3 1 N 85'26'JO " W 167.Jl' /BJ.JS' 3 2 t:,. -16'46 '52.34" 581.IJO' 1.,.,, 17' 571.08' 3 J N 68'J9'J8" W 571.08' 63.BJ' 3 192.41' 3 168.12' 3 RECYCLED WATER DATA 495.88' 3 25.21' 3 47.12' 3 ~ DELTA/BEARING RADIUS LENGTH REMARKS 4 N 85'2603" W 192.58' 5 43.75' 3 5 t:,. -/6'46'.25.34" 619.00' 181.22' 5 6 N 68'39 '38" W 570.99 5 I So ET I CITY OF CARISBAD I 52as I ENGINEERING DEPARTMENT IAIPHOV£Al£NT Pl.ANS FOR: SALK AVENUE STA. 6+00.00 TO STA. 18+00.00 FOX -l,f/llER PROPERTY "::_PR011J, V. i/a., ~ DAVID A. HAUSER RCE ,,r1s1 EXPIRES Qp--10_ CITY ENGINEER io/Jl/{'9, DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY:~ ClTY APPROVAL RVWD BY: C.T. 00-20 418-6 G: \041093\0493106-8.dwg Dec 05, 2008 9: 59cm Xrefs: 0493MAP; 0493STR; 0493PRO-b; 01-93UTL; 04931-8 010 609 0 CJ) ~ 0 G) -~ I'-)___., co co I CJ) 240 . 220 STREET 18 COIISTRUCT/011 I/OTES @-col/STRUCT AC PAVfJIEIIT 4" AC OVER 5• AB CL II {MIii) {SALK} @-collSTRUCT 6" PCC CURB ,t GUTTER, TYPE •c: PER SDRSD G-2 . .. .... il!; . ····:::··w :·· ©-col/STRUCT 4" PCC SIDEWALK PER SDRSD G-7, 5' WIDE ©-col/STRUCT PCC CROSS GUTTER, PER SDRSD G-12, DIMEl/5/01/5 PER PW/, @-collSTRUCT PEDESTRIAN RAMP TYPE ';4" PER SDRSD G-27 @-col/STRUCT STREET SURVEY MOI/UMEI/T r,:;;,,._(WELL MOI/UMEI/T), PER SDRSD M-10 -erCOI/STRUCT STR(ET LIGHT PER SDRSD E-1, 9,500 LUME/15, IOOW HIGH PRESSURE SODIUM @--col/STRUCT CURB II/LET DEPRESS/OIi PER CSBD. STD. DS-1, MOD. PER DETAIL SHT. 2 @-TRENCH RESURFACING PER SDRSD G-24B @---RECOI/STRUCT EX/ST/1/G MEDIAN CURB AND MEDIAN PA VEMEI/T, AFFECTED BY WL COIISTR &, STREET I/AME SIG/I SANITARY SEWER CONSTRUCTION NOTES 19 1a+OO ------- @-CONSTRUCT 8" PVC SEWER MAIi/, SDR-35 @-CONSTRUCT SEWER ACCESSHOLE PER CMWD STD. 5-1 @ CONSTRUCT SI.OPE A 6v \ ,\' NCHORS PER SORSO 5-9 WATER DATA LI NOi DELTA/BEARING RADIUS LENGTH REMARKS LOT 3 I t,, -11 1 '02 43.25 319.00' 618.26' "'°' 2 II 00'17'39• E --49.74 e>!J 3 II 00'1139" E --50.85' l'ill 4 t,, = 13"15'J0.11 • 281.00' 65.02 "" 5 t,, -24·31 '15.40" 281.00 120.26 C>UI li II 43°05'41" E --,59.10 50l 1 t,, -OJ"0/'18" 800.00 42.19' O\OJ WATER 8 II 4T29'28" E --113.06' (69) CONSTRUCTION I/OTES @-CONSTRUCT 12" PVC WATER MAIi/, C-900; CL 150 £ @y-CONSTRUCT 6" PVC RECYCLED WATER MAIi/, C-900; CL 150 @-CONSTRUCT 12" GATE VALVE W/BOX ,t COVER, PER CMWO STD. W-16 tt-CONSTRUCT 12" X 12" TEE @-CONSTRUCT 12" X 12" CROSS ~ COI/STRIJCT FIRE HYDRANT ASSEMBLY, PER CMWO STD. W-12 @-CONSTRUCT THRUST BLOCK PER CMWO STD. W-15, W-19 ~ CONSTRUCT 2" IRR/GAT/011 SERVICE PER CMWD STD. W-4 {RECYCLED) MJI£; RECYCLED WATER PRESSURE MA y I/OT BE sumctEIIT TO PROVIDE -TTJli' THE W/DSCAPE IRRIGAT/011 AT ELEVATI0/15 ON THIS LOT. OWi/ER SHALL PROVIDE AND MAINTAIN BOOSTER PUMP{S) AS DETERMINED NECESSARY FOR ADEQUATE WATER PRESSURE. @-CCJNSTRUCT 2" AIR-VAC VALVE ASSEMBLY PER CMWD W-7 ~ CONSTRUCT 2" MANUAL AIR RELEASE VALVE @-CONSTRUCT 2" BLOWOFF ASSEMBLY, ~ PER CMWD STD. W-6 ~ CONSTRUCT 12• TAPPED C0/11/ECTION TO EXIST. 20" STL. M PER CMWD STD. W-14 CONSTRUCT 12• PVC END CAP CONSTRUCT 12• 90' BENO 6 CONSTRUCT 12" 22.5' BE/ID CONSTRUCT 12• CI.ILC STEEL PIPE CONSTRUCT 6" EIID CAP £ HIGH DEflECl/ON COIJPLINGS 2710 loKer Avenue West Suite too Carlsbad, Colifornio 92008 760-931-7700 FoJO;; 760-9.31-8680 21 22 3 4 5 1 B 23 CENTERLINE ~ CURB DATA DELTA BEARING RADIUS LENGTH REMARKS t,,= 11 1"02 43.25 N 00'17'39" E t,, =2'48 01.50 II 43'05 41 E l,,: 110'40'05" II 00·17•39• E t,, =42'48'01.50• 300.00' 274.00' 326.00' 581.43' 100.58' 224.1 ' 168. 10· 529.24' 12.19' 243.52' J J J 1+92.00 SEWER 'C' 9 10 II 43°05'41" E t,,32'5639 10.85' 187.44' J J = 18+56.97 SALK AVE. 31 ClAH/104 II t,, =5T05 01 326.00' 326.00' 324.79' 10.85' J Civil Engineering Planning Processing Surveying 13 14 15 16 11 18 19 20 21 22 23 t,, =90'22'39" t,, =95'58'25" t,, =8 '06'23" 274.00' 30.00' 30.00' 30.00' 30.00' 30.00' 30.00' 35.00' 35.00' 204.68' 74.62' 43.32' 43.32' 47.10' 47.12' 47.12' 47.32' 58.63' 53.82' LOT 5 OPEN SPACE J J J J J J J J J J T 01sTAN~ Of 51GH!--"-"' UN£ .)e'.l--" ----"' •• C-. • ·,.;,. ... , .. ·· ·' · ..... ·.:. '• . : . ---1---RW -= -- Y--~---"--_~":_~~2""''2'.....--~--.---- ::--~IA@:\ SEE SHEET 12 FOR SEWER 'E' LOT 2 PLAN SALK AVENUE SCALE.· I" =40' DESIGNED BY: T.T.C., B.R.L DATE: DEC 2006 DRAWN BY: ~J=.D=.D~. __ SCALE: ___ _ PROJECT MGR.· J.P.S. JOB NO.: 04-1093 j " ILT " \t..·B ·08 f-------------, P.E.'5':, I~/ DATE EN IN R OF WORK : ,.-,~ I 2 3 4 5 24 25 SEWER DATA DELTA/BEARING RADIUS LENGTH REMARKS t,, 1743'19.49" 300.00 92.79' ("11 t,, T30'28.97" 300.00' 248.75' "" t,, -45'48'54.78" 300.00' 239.89' ~ II 00·17'39• E 39.74' N 89'42'21" W 51.00' [3QJ LOT 1 P/L BENCHMARK: DESCRIPl/ON: SET 2.5" DISK IN DRAINAGE BOX INLET LOCAl/ON: RECORDED: NORTH SIDE OF PALMER WAY, 100 FEET EASTERLY OF COIJGAR DR!vE (POINT 108, CITY OF CARLSBAD SURVEY CONTROL NETIIORK) ELEVA T/ON: 246. 43 DA l/JI,/: NG'ID 5 60 ... : l 26 27 RECYCLED WATER DATA ~ DELTA/BEARING RADIUS t,, 111·02•43,25• 2 II NI'/ 7•,n• ,- HCL 490 ~ £ 26. " ~ -------:>-SEE SHEET 13-16 FOR P.R. STAT/DI/ PUBLIC WA TER EA SEMEi/ T TO THE CARLSBAD MUNICIPAL WATER DISTRICT PER SEPARATE DOCUMENT PR 04-44 DOC.: _____ _ DATED: _____ _ 281.00' 56 5 :,.: ~ a: LENGTH REMARKS 544.61' 5 38.78' 51 LOT 2 £ o· 10· 40' 5 20 80' SCALE: 1 " = 40' U· Gd I.IDS / 2\ AS BUil TS ~-~"I _,,,_ "Jl,'5 / 2\ REPLACES ORGINAL SHEET. SIGNED 1 /11 /06 DATE INITIAL DATE 28 INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL /1 I I DATE INITIAL CITY APPROVAL ··270 .. . PL/.f{; ttR •• ·• ·>·· t .• , ·'/)• . ... . .. . SEE SHEETS 8 & 9 FOR PUBLIC STORM DRAIN. SEE SHEETS 10 & 11 FOR PRIVATE UTILITIES. I I I , , I I ~,cl{f--/. I . I f l;;r-/ ~. I !§ 1 I ~ ! l ~ I . : t:;:J' 'SJ !' covr.,.-j _c:; /7' t>,g --,,y ; ' / k i I ~~ I ~ ,: f. 28+83.96~7fi' RT SALK AVENUE= ;;,, j '·,370 16.39 0 47.:85' RT EL CAMINO REAL 63 53 1 / 1 EA ..J '/'Af PED CON. ON TO EXIST STEEL / EA ~ C~~°:'1D WING WI 4 P07HOI.£. 16" I#' ,.--; Ii V../7.s /' JI "'°~,? .s~ 110N <4<" < ~/ <r I ii /YJ ; , I S7ET I " CITY OF CARISBAD ENGINEERING DEPARTMENT /IIPHOV£11£NT PLANS FOi?: I s2ss I SALK A VENUE, WATER & SEWER FOX -1,1/lLER PROPERTY ~~PRO"'~ X 21~ ~ DA'v1D A. HAUSER I -z/, r(PIJ RCE 3.lQ81. EXPIRES 0§.-30-10_ CITY ENGINEER DAT DWN BY: PROJECT NO. DRAWING NO. CHKD BY:ft C.T. 00-20 418-6 RVWD BY: G:\041093\049~07-8.dwg Dec 05, 2008 10:00am Xrefs: 0493MAP; 0493STR; 0493PRO; 0493UTL-a; 04931-8 010609 0 --.J~ 0 G) -~ I\.)~ co co I (J) ·-•·•• ··-------~ -~--------------- SEE DWG. J52- EXIST. IMPRO \ \ \ 9 10 11 12 SEE SHEET 6 FOR ALL OTHER SALK AVENUE IMPROVEMENTS SEE SHEET 10 FDR PRIVATE STORM '?"('N ,4N,\'O SEWER ~ "'· JIJJAP # 17830 STORM ORA/N CQNS[RUCTIQN NOTES ~ B . . -:::;.. i:o VIA . 6' R(Cl.,.,...- 9 8' ~ f)'. ~-- .. @-CONSTRUCT STORM ORA/N ClEANOUT TYPE B➔ PER SORSO 0-10 @-CONSTRUCT CURB /NlET, TYPE 8-1 PER SDRSD 0-2 @-CONSTRUCT STORM DRAIN C/.£ANO/JT TYPE A➔ PER SDRSD 0-9 CONSTRUCT STRAIGHT HFNJWAJ.1. TYPE "8" PER SDRSD D-J2 2Q ,J t CONSTRUCT STORM DRAIN C/.£ANO/JT TYPE A-5 PER SDRSD D-9 CONSTRUCT CATCH BASIN TYPE 'F' PER SDRSD 0-7 ~ CONSTRUCT MOD. TYPE A-8 C/.£ANO/JT PER SDRSD 0-10, X=8: r=B: Z=8' '@-CONSTRUCT WTNGWA/.1. PER SDRSD 0-34 @-PIJCE RIP-RAP PER SDRSD 0--IO tt-CONSTRUCT 18" RCP STORM DRNN. 1350-D OR AS SPEC/RED @-CONSTRUCT 24" RCP STORM ORA/N, 1 JSO-D OR AS SPEC/RED @-CONSTRUCT JO" RCP STORM ORA/N, 1 JSO-D OR AS SPEC/RED @-CONSTRUCT 6" HDPf STORM DRAIN \ l 13 P/JBUC STORM ORA/N AND ACCESS EASEMENT ..--------::: --s \. \ C~~:iTS DESIGNED BY: _T.~T.C-. __ DATE: JUNE 2005 2710 Loker Avenue West Suite 100 Cor1sbod, California 92008 760-931 -7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying DRAWN BY: ~J.D~,P~---SCALE: ----"---''7 PROJECT MGR._· _J~P~.S.~ JOB NO.: 04--1093 f--------,---------t P.E. 5,5"/t37 REVIEWED BY: >6.TE: RCE: 55187 14 15 16'x18' UGI/TRIP RAP PER 9 SDRSlJ 0-40, TYPE Z T=4.2' 8~1'----1/2" G'?A~ ..,. TER EJUJ/KET ,;!, ~ 4 6.R#tr:YCLED WATER _;,, 13 8" F1/C SEWER = 190 12" F1/C WATER-::-,... • 0 W +-------- {/ I I f I <== . ,. I LJU I 5 = ACE 200------~ RW 1-1 15 SALK AVENUE w .. , ., PLAN -STORM DRAINS A. C. D. E. & G SCALE: 1• -m' NOT£· UN£ 'G' 1 2 J ,, 5 6 7 8 g 10 ff 12 13 ,,, 15 16 RW 16 "' - .. 17 STORM DRAIN DATA DELTA BEARING RADIUS LENGTH REMARKS \ - SEE ----· .. ------- \ \ \ N o' 10' 19· 1-[;t =-5 20' SCAl£: 1· = 40' N 52'27'01 • E 28.JS 146.42 12.96' • 2000-D \ \ i \;/~-0, N a 6.=1J"45 10.85 610.00 t:,. -1'1300.82 610.00' N 68'J9'J8 W N 68'J9'J8 W N 68'J9'JB" W 6. =T4 -I0.94 290.00' N 26"JO:J5 W N 34'28'J6 W N 34'55'#" W N 34'55# W N 52'1240 E N 10'0552 E N 2J"J9'J8 W N 50'2936 E N 08'16'24 £ 50.71' 299.95' 212.41' 39.45' 49.97 16.81 15.-IO 18.48 71.46 42.81 20.15 16.32' 9 JS.16 • • .. a: • • • • 2000-D • PRIVATE PRIVATE • - <.n \ a \ \ LOT(3 _,,z-\ \ "' 0, '" • *ALL STORM DRAIN PIP£ WI/CH CONTAINS WATER ttfllf 'tfOf'o'Jf:i?E°rE~Ji ffi:iAXUf1 'ft!t?JEA'fJflfftff' p'!;JfCKf,fll 'C' WALLS) **WATER llCHT JOINTS PER SECllCW 306-1.24 &-208-J OF TH£ 'CREENBOOK' INLET fll.ERS TO BE '8!0--a.EAN' rrPE 8 (PART NUMBER C/8--1}. OR ECXIIVALENT. >----<f----+-------------+---+----<f----+--i I SHBEET I CITY OF CARIBBAD I SH2EE8TS I ENGINEER ING DEPARTMENT :==='...:::::========::::'..'.::===; BUILT " 1· }-t)!, EXP . ~!'.1 ~/ /0 D>6.TE DATE BENCHMARK: DESCRIPTION· SET 2.5" DISK IN DRAINAGE BOX INLET LOCATION NORTH SID£ OF PALJIER lf'.AJ 100 FEET EAS!ERl Y OF COUGAR DR/rt RECORDED. {PaNT 108, arr OF CARt.SBAD SURVEY CONTROi. NET'MJRK) ELEVATION· 246.-1.J DA l/lM: NGlfJ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION /111'/iO'IDIENT PW{S FUii: STORM D~S FOX MILLEH PHOP£HTY APPROVED LLOYD B. HUBBS d,- /4 ;1' =~~~~c -~ ,J✓,/.oe,. RCE 23889 f xF< 1 2~-CITY ENGINEER 'MTE DWN BY: -,._.,,,, DATE INITIAL DATE INITIAL CHKD BY: AM OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. C.T. 00-20 DRAWING NO. 418-6 :;: \041093\0493!08.dwg Sep 01 , 2005 5: 03pm Xrefs; 04931: 0493MAP; 0493SN, 0493GRD; D493pro; 049JUTL 010609 020306 ·---------------·· ---·--- -----···-------... __ _ . ....... ....... - ---------------------------------- LOT 3 I I I I / -;( J / / 20 \ \ ~ V ) I I I I 1/ / / / DESIGNED BY: _,T,.,.,.T.,,,C. __ DRAWN BY: J.D.D. PROJECT MGR.· J.P.S, ---------··---- I LOT 2 23 PUB/JC STORM DRAIN EASEMENT ~ -or z:c____w-~ Z '; . t • - • •. '--._~ '--._ .. -<o . .... I ------ \ \ \ \ \ ~--.JY"-\ >~ -=--~ PLAN -STORM DRAINS L I. L. M. k N DATE: JUNE 2005 SCALE:---- JOB NO.: 04-1093 SCAI.E: 1• =40' BENCHMARK: DESCRIPTION: SET 2.5• OISI< IN DRAINAGE BOX INLET IOCA TION. "AS ""3UILT " JJ&~* ]· )•08 i---,---,,------A-------1 P.E. 5"5187 EXP. ~l.z°;/10 DATE ENG .,...,,,,,~O NORTH S/0£ fF PAL+IER lf'.AJ 100 FEET EASTERl Y fF COUGAR OR/,t 2710 Loker Avenue West Suite 100 Cor1sbod, California 92008 760-931-7700 Fox: 760-931-8680 Civil Engin~ring Plonninq Processing Surveying JOHN P. STROH -t -0'3 55187 REVIEWED BY: --Z · 2 · 0'9" DATE RECORDED: {POINT 108, CITY fF CARLSBAD SI/RI£'/ CONTROt.NmKJRK) ELEVATION.· 246. Af DA l/JM: NG'AJ uz I I 25 I 17· I ·og "'°S DATE INITIAL ENGINEER OF WORK 26 STORM DRAIN DATA SEE SHEET 7 FOR ALL OTHER SALK AVENUE IMPROVEMENTS ® 1 2 J ,I DELTA/BEARING N 18'11'22• W N J9'19'19• W N 5J'J6'59• W N tu·19•19• W RADIUS LENGTH REMARKS 52.68 l9V .. 5J.52' I: & .. 11.02· 25.64' o· 10' LOT 5 OPEN SPACE -----5 20 SCALE: 1. = '40' oo 19• Pf!!:' DRAIN CONNECTS TO PR STA Tl(Y( R£1J£F DRAIN IE 21a50 ----+------ SE£ SHEETS fJ-1 I P.R. STA TlON 8 PRNATE L UN£ 'L'__( '--WATER FACIIJTY EASEMENT -TrrTHE-ctlY-fJF-CARLSBAI) J ff\ I ~~ GRADING PLANS FOR PR/VA TE INLET DETAILS 0 TDIP 0£SIL T BASINS /2.\ /\c.l,,.: Its ~ DATE 5 6= 51·22•45• 290.oo· 260.05' 1121 6 N 00'1739• E 73.92' o,;a 7 47.18 1121 N 70'56'1,1• £ 8 N 06"36'51• £ 59.40' 1~ 9 N 80'37'10" £ 40.Jl' 1'RIVA" 10 N 19W46' W 100.52' f'RIVATI NOTE: *ALL Sra:?M DRAIN PIPE WHICH CONTAINS WATER WTH VELOC/TlES O'.£R 20 FPS MUST HA'.£ AN INCREASED THICKNESS OF CONCRETE OVER REBAR ON INSIDE SURFACE OF PIPE **WATER TlGHT JOINTS NOT£· INLET RLERS TO BE 'BIO-CLEAN' T'tP£ B (PART NUl,fBEJ? 08-4}, CW EQUIVALENT. STORM DRAIN CONSTRUCTION NOTES @-CONSTRUCT St.OPE ANCHOR P£R SORSD S-9 ([j-CONSTRUCT STORM DRAIN C/DNWT TYP£ B-4 PER SOROS 0-10 @-CONSTRUCT CURB /NIE, TYP£ B-1 PER SORSO 0-2 @-CONSTRUCT STORM DRAIN C/DNWT TYP£ A-4 PER SORSO 0-9 (ff}-CONSTRUCT CATCH BASIN TYPE "r' PER SORSO D-7 @--CONSTffUCT D-41 ENERGY 0/SSIPATOR SIZED FOR 36. Pl~ @-Pl.AC£ RIP RN' PER SORSO D-40 @}-CONSTRUCT 19• RCP STORM DRAIN, 1350-0 OR AS SP£C/A£D @-CONSTffUCT 24• RCP STORM DRAIN, 1350-0 OR AS SP£C/A£D @-CONSTffUCT 19• HOP£ STORM DRAIN (PRIVATE) @-CONSTRUCT 24• HOP£ STORM DRAIN (PRIVATE) I SHa ET I CITY OF CARLSBAD ENGINEERI NG DEPARTMENT /IIPROVDl£NT PWIS FOIi: STORJI DRAINS FOX -MILLER PROPERTY I SH28s I APPROVED llOYD 8. HUBBS 8T 4 < sc.X:-.?. uv7e .;,{_ 1/f!/o4, RCE 23889 EXPl ~S 12~CITY ENGINEER T TE OWN BY: PROJECT NO. DRAWING NO . INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CfTY APPROVAL RVWD BY: C.T. 00-20 418-6 ,:;: \041093\0493109.dwg Sep 01, 2005 6: 04pm <refs: 04931; 0493MAP; 0493STR; 0493GRO; 0493UTL; 0493PRO 010609 0203 06 1 PUBLIC STORM DRAIN SANfTAKY SEWfR CQNSTRUCTIQN NOTES 2 ®-CONSTRUCT 8' m SEWER IIA/N, SDR-J5 Ti}-CONSTRUCT SEWER ACCESSHOL£ PER CIIWD STD. S-1 @--CONSTRUCT SI.OPE ANCHORS PER SDRSD S-9 STORM DRAIN CONSTRUCTION NOTES @-CONSTRUCT SLOPE ANCHOR PER SDRSD S-9 @-CONSTRUCT STORlrl DRAIN C/.£ANOIIT TYPE 8-4 PER SDRSD 0-10 ©-CONSTRUCT STOR/,f DRAIN C/.£ANOIIT TYPE A-4 PER SDRSD 0-9 @-CONSTRUCT CATCH 845/N TYPE r PER SDRSD 0-7 @-CONSTRUCT 18' RCP STORM DRAIN, 1350-0 OR AS SPECIFIED @-CONSTRUCT 18' HOPE STORM DRAIN {Pf?IVATE) STORM DRAIN DATA DELTA BEARING RADIUS LENGTH REMARKS 1 N 01'4J'47 E 2 N 13'5024 E 3 N 13'5024 E 4 N 13'5024 E 5 N 78"3610 E 6 7 NOTE: 13.JO' 9 • 12.85 9 • 71.98 9 • 60.97 133.36 2#.86 22.69' 3 4 SEE 6 & 8 FOR ALL OTHER IMPROVEMENTS IN SALK A VENUE NOT£: INLET fll£RS TO BE '810-ct.EAN' TYPE B (PART NVlrfBER C/B-4). OR EOIJIVALENT. C I } j 5 I l I ,, I 6 7 LOT 5 OPEN SPACE L.OT 5 CE --" ··-···· --··· ·----· 1 2 I *ALL STORM DRAIN PIPE 'l,f-llCH CONTAINS WATER MTH filOCIT!ES 01£R 20 FPS lrfVST HA 1£ AN INCREASED THICKNESS OF CONCRETE 01£1? REBAR ON INS/OE SURFACE OF PIPE PLAN -PRIVATE STORM DRAIN 'B' & SEWER :A' **WATER T!GHT JOfNTS SEWER DATA DELTA BEARING RADIUS LENGTH REMARKS N 3Q'0950 E N 13'5024 E N 13'5024 E N 78"3610 E N 8fJ'OJ 'JO E ESSJ 43.27 77.07' 75.39' . STROH4, ~5167 EXP. 6/30/ C/V\\. 2710 Loker A'lenue West Suite 100 Corlsbod, California 92008 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying "AS BUILT " DESIGNED BY: ~T-=T.C.~_ DATE: JUNE 2005 C n --J_, <i"l~(j" _'!!¢-.., . , . _ '° DRAWN BY: J.0.0. SCALE:----Oiffll_Ul~~ t = PROJECT MGR.· J.P.S. JOB NO.: 04-1093 t---;-,rt;,...._--i---tT---------, P.E. 5S/8 7 EXP ',L 30,/to DATE REVIEWED BY: 7 ·Z -0£- 55187 DATE SCALE: I' =#J' BENCH MARK: 0£SCRIPTION: SET 25" DISK IN ORA/NAG£ BOX /NlET LOCATION. NORTH SIOE OF PALJl£R WAY, 100 FEET EASTERLY OF COt/GAR DRIVE RECOR0£0: (POINT 108, arr OF CARLSBAD SURVEY CONTROt. NET'flfJRK) EL£VA TION.· 246. 4.J OA lllll: NG',fJ ·t·) •Ou ':!tf_S DATE INITIAL ENGINEER OF WORK 3 I 1/ 1/ I ,;; "" I /4\ t1._1,, ·/J., ~ /:ii LOT 1°' REVISION DESCRIPTION ------------· --···· ----- 4 5 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 6 7 o· 10' 40' 5 20 SCALE: 1 • = 40' 020 306 1 s;w1 CITY OF CARLSBAD I SH285 I ENGINEERING DEPARTMENT IIIP/iO'IEJIENT PUNS F'O/i: STORJI DRAIN B le SEIER A FOX -Allll£/l P/lOPE/lTY APPROVED LLOYD B. HUBBS.Sr ~ &. e.elC /Z ~:Y~· ,/4f'"'"° ~23889 EXPl~tS 12-31 ~ -CllY ENGINEER ,.-ATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: 00! RVWD BY: C.T. 00-20 418-6 G\041093\0493110.dwg Sep 01, 2005 6:05pm .:<refs· 04931: 0493GR0: 0493MAP: 0493pro: 0493STR; 0493TP01: Q49.3UTl 1 SEE SHEETS 6-9 FOR ALL OTHER SALK AVENUE IMPROVEMENTS NOTE: INLET flLERS TO 8£ '810-a.EAN' TYPE 8 (PART NUMBER C/8-.f.}, CR EQUIVALENT. SANITARY SEWER CQNSTRUCUQN NOTES @:-CONSTRUCT 8" m: SEWER WJN. SOR-J5 @-CONSTRUCT SEWER ACCESSHO/.£ PER CMWD STD. S-1 @-CONSTRUCT St.OPE ANCHORS PER SDRSD S-9 STORM DRAIN CONSTRUCT/ON NOTES 14}-CONSTRUCT SLOPE ANCHOR PER SDRSD S-9 2 I f 12'x18' UGHT RJP RAP / PER SDROS 0-40, TYPE 2 MOO, T=4.2' 0~ 1' I ~ 1/2" Gl'i'A lfZ. RL , BLANKET I =69~ 1 ~N. I !lj ..._,1~- : I @ I: I <a~~ e§-CONSTRUCT STORM DRAIN CL£ANOIJT TYPE 8-4 PER SDRSD 0-10 @-CONSTRUCT STORM DRAIN CL£ANOIJT TYPE A-4 PER SDRSD 0-9 @-CONSTRUCT CATCH 84S/N TYPE t PER SDRSD 0-7 @-CONSTRUCT STRNGHT H£ADWALJ. TYPE 11" PER SDRSD O-J2 @--Pf.ACE RIP-RAP PER SORS/J 0-.f.O @f»ISTRUCT 2-1" RCP SroRII &AIN, 1J5(}-0 <K? AS SPEClflEO @-CONSTRUCT 24" HOPE STORM DRAIN {PRIVATE) \ 2710 Loker Avenue West Suite 100 Corlsbod, Colifomio 92008 760-931-7700 Fo)(: 760-931-8680 Civil Engineering Planning Processing Surveying 3 1 . .,.__ . ~~ " "(; • 6 .. """'~c // . ~ 3 "" (<5':l?:> 2 STORM DRAIN DATA DELTA BEARING RADIUS 1 N JO"JB'oo" W J6.84' l'NIVATE 2 N JO"JBOO W 38.51' VATE J N JO"JB'oo" W 65.7fl ,f. N JO"JB'oo" W 21.#' 5 • 61.08' 6 N (),f.TJroo· w 20.89' •ALL STORM DRAIN PIPE WHICH CONTAINS WATER WTH VELOC/llES OVER 20 FPS MUST HA If AN INCREASED THICl(JffSS \ OF CONCRETE OVER REBAR ON INS/OE SURFACE OF PIPE (TYPE t·~~ ~ SEWER DATA ~ DELTA/BEARING RADIUS LENGTH REMARKS 1 N 167J'16" E JJ.69' uu 2 N 127-l'oo" E 86.10' fflffl'VATE J N 01¥9'02" W 58.5.9' ffl'VA TE ,,, N O.J"JTOJ" E JJ..f.O' "" \ I I 1 2 ----- 19 "'-<l;>PUBJJC SEWER UNE .,, - UNE 'C' o· 10· 40' 5 20 SC\1..£: 1 • = -40• / ~ ~-'-~-:_..·· ~-"·'l 84S/N RISER LOT 3 o· 10· 40' I r/ ~ -----PER GRAl)/NG PWIS '~ ~LT~ .. {SER PER~~ .c,'" SCALL· 1 • =.f.O' LOT 4 'F' & SEWER ----5 20 SCALE: 1 • = 40' 'B' "AS BUILT " DESIGNED BY: ~T-=T.C.~-DATE: JUNE 2005 n?. ~ DRAWN BY: J.D.D. SCALE: __ nAl1 1 s-~ -J· / ·c/2 PROJECT f.lGR.-J.P.S. JOB NO.: 04-1093 l-1--.,-------,,,---------f P.E. 5518 7 EXP. to,/to/10 DATE DATE: RCE: 55187 REVIEWED BY: 7 · z. ·a&'= DATE BO' PLAN BENCH~ARK: DESCRIPTION: SET 25" DISK IN &AINAGE BOX /Nl£T l OCA TION: N<K?TH SIDE OF PALl,fER WAY, 100 FEET EASTERI. Y OF COUGAR OR/'£ RECORDED.· (POINT 108, CITY OF CARLSBAD SIJR.U CONTROi. NETIKJRK) ELEVA TION 2~ .f..J DA ll//,f: NG',fJ -PRIVATE STORM DRAIN 'JI' & SEWER SCALE: 1· =.f.O' /· /·<>i:, <'Ur') h..\ As bui/rs DAT£ INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 2 I 5J~lT I 1 DRAIN4GE 0/TCH TO CAn;: \\\ DETAIL ~' SCALE· 1• =20' CITY OF CARLSBAD ENGINEERING DEPARTMENT IIIPHOVDIEHT PWIS FOfi: STORJ/ DRAIN F, H It SETfER B FOK -MlllEH PHOPEHTY APPROVED LLOYD B. HUBBS ar I SH285 I ~~,,.~~ci"~ 1/1~!~ RC 29-E RES12--:.-05 CllY ENGINEER ,-~ATE DWN BY: 00,}> PROJECT NO . DRAWING NO. CHKD BY: C.T. 00-20 418-6 RVWD BY: ,:;: \041093\0493111.dwg Sep 01, 2005 6: 06pm (refs: 04931; 0493GRD; 0493MAP; 0493pro; 049.1STR; 0493UTI 010609 IA ::: I FLxPJ \/ <: Cl; I <.; !ii I I "' "" I "' • ;;g/' ~ I !' ii " .._, .._, 'fl: I I ~,? I I h I "'~ • ~ I ij: • • ~ • I TREETL!GH RECYCLED WATER DATA ~ DELTA/BEARING RADIUS LENGTH REMARKS N 85"2630 W 35.76' 51 I N 85"26 '30" W 28,38' 7( I N 85"2630 W 205,86 51 4 l:,=677'23.00" 258/,00' 283.33 51 5 l:,=677'23,00" 2619,00' 287.50' 51 WATER CONSTRUCTION NOTES ®-CONSTRUCT 6" PVC RECYCLED WATER MAIN, C-900; CL 150 @-CONSTRUCT 6" GATE VAL~ w/ BOX&: CO~R PER CMilD SID, W-16 @-CONSTRUCT 2" MANUAL AIR RELEASE VAL~ @-CONSTRUCT 2" BLOWOFF ASSEMBLY, PER CMilD SID, W-6 @-coNNECT TO EXIST. 12" ACP RECYCLED WA TERLINE IN COLLEGE BOULEVARD 12" X 12" X 6" FL TE£ REMO~ LENGTH OF 12" ACP PIPE AT 2 NEAREST JOINTS, AND REPLACE W/ 12" PVC. DISPOSE OF ACP PIPE PER CMWD ANO OTHER APPLICABLE SIDS, @--CONSTRUCT 6" CMLC STEEL PIPE ~ S!R0,\'4' t 61>s \ No. C651 87 EXP. 6/30/10 C/V\l. HORIZ 3 4 o' 40' 80' ----- SCALE: 1" = 40' SEE DIIG 352-3 FOR SALK A ,r-NUE IMPRO,r-MENTS 2 J 4 =----·--• PLAN-RECYCLED WATER STREET CONSlllUCTION NOTES @-TRENCH RESURFACING PER SORSD G-248 SCALE I" =40' DES IGNED BY: T,T,C,. B,R,L DATE: DEC 2006 DRAWN BY: J,0,0, SCALE: ____ _ PROJECT MGR,-J,P,S, JOB NO,: 04-1093 • 51 CONSTRUCT 615 LF 6" Pli' RECYCLED WA TERL/NE TO COLLEGE BL i,V, ~ r,; 5 --+-1 __ 5___,H6~-~----4:~ E~ 8" SEllfR_:J,-- EX 12" WA TER {430 HGL!b,., .J~ -t f------1 0) I ' I 270 \ 260 250 IA 1 DES/tr BA .. PER GRAD TOP OF Pt. PRIVATE UNE SCALE-,r-R T N ,· =8' HORIZ N /" =40' SALK AVENUE STORM DRAIN DATA NO DELTA/BEARING RADIUS I N 2578'29" E 2 N 2579'04" W LENGTH 29,89' 74.40' REMARKS .. •• STORM DRAIN CONSTRUCTION NOTES 3 N 2579'04" W 37,53' (!16) (PR/VA TE .. 4-· :l:,,;,-6.'29'J07: ,., .. . igo .. oo', •,3l.J8'. ····· . '' ,(PRIVATE •• ' ~' 5 N 30'4834" W ' 74,88' s,(PRIVATE ' .. ~ CONS TRUCT STORM DRAIN CLEANOUT TYPE B-4 PER SDRSD 0-10 ~ ~ONSTRUCT CURB INLET, TYPE 8-1 PER SDRSD 0-2 6 N 6579'04" W 99, 75' PRIVATE \ "' 7 N 5971'26" E 43.14 "'" PRIVATE .. », , ... ><S •., .... J, ' . '7/l,,;. .. -·'"/. ',, :,,,.,,, . .(' '.+~ . ,-i' ,,. ,)/, ,, ,.ff'. 0 , ;)";. .·.· /i, X 9 CONSTRUCT 24" RCP STORM DRAIN, 1350-0 ~ CONSTRUCT 18" HOPE STORM DRAIN (PR/VA TE) CONSTRUCT 24" HOPE STORM DRAIN, {PR/VA TE) <@: *ALL STORM DRAIN PIPE WHICH CONTAINS WATER WITH I VELOCITIES OVER 20 FPS MUST HAVE AN INCREASED TH1c71-rss OF CONCRETE OVER REBAR ON INSIDE SURFACE OF PIPE TYPE 'c' WALLS) 2 '*WATER TIGHT JOINTS PER SECTION 306-1,24 & 208-J OF THE 'CREENBOOK' "AS-" BENCHMARK: ,___,_,,_ Gt f--------------< P,E,651~7 DATE DESCRIPTION: SET 25" DISK IN DRAINAGE BOX INLET LOCATION: NORTH SIDE OF PALMER WA Y, 100 FEET EASTERLY OF COL/GAR DRl,r- 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-9.31 -7700 Fox; 760-931-8680 Civil Engineering Planning Processing Surveying REVIEWED BY: -'&c: .,,._ /4,e '\ IN -~ECTOR ,z.z.z-ol<' DATE RECORDED: (POINT 108, CITY OF CARLSBAD SUR,r-Y CONTROL NETWORK) ELEVATION: 246. 43 DA TUM: NGI-V z.J I~ ':)~ 12\ AS-BUILTS 12 , /2\ REPLACES ORG/NAL SHEET, SIGNED 1/11/06 DATE If TIAL ENGINEER OF WORK REVISION DESCRIPTION SEWER ,\, E SCALE 1' =40' SANITARY SEWtR SEWER DATA CONSTRUCTION NOTES @-CONSTRUCT 8" PVC SEllfR MAIN, SOR-35 DELTA/BEARING RADIUS LENGTH REt.lARKS ®-CONSTRUCT SE'M:R ACCESSHOlE PER CMWD SID, S-1 N 43'53'2.6" W 33.50' (30) @-CONSTRUCT SLOPE ANCHORS PER SDRSD S-9 N 43'53'2.6" W 51,10' "m PR/VA TE I s2ss I I 5J2T I CITY OF CARLSBAD ENGINEERING DEPARTMENT llll'fN)V£11£NT Pf.ANS FON: RECYCLED 'ffATER, STORM DRAIN, AND SE'ffER FOX -MILLER PROPERTY =RO~i.-i ~AVID A, HAUSER .. 11/4~bS RCE JJnaL EXPIRES -3D TY ENGINEER D E OWN BY: PROJECT NO, DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY: -I? C.T. 00-20 418-6 OTHER APPROVAL CITY APPROVAL RVWD BY: G:\041093\0493112-B.d wg Dec 05, 2008 10:01am Xrefs: 0493PRO-b; 0493STR; 0493GRD; 0493TP01; 0493UTL; 0493MAP; 04931-8 0 ~~ 0 G) -~ N-->. CXl CXl I 0) \ -" -I\ " -"-I\ ---- FACE OF CURB "' 1 "' 0 vi -· " -- - I\ " " I\ PRESSURE RELIEF DISCHARGE BASIN ----- 18" STORM DRAIN SEE SHEET 9 ---I -------------I -----... ---I ----------L_ I\ STA 25+ 15.20 -39.98' VAULT WATER EASEMENT TO CMWD PER ---------- THRUST BLOCK PER CITY OF CARLSBAD STD . DWG. W-15 .... .... --............. .... ELECTRICAL METER & PEDESTAL ....______ --............. ~ .... .... .... "--.... i\ I\ .... ------------------DOC. __ _ REC. __ _ I I CO ll/1>11 IT 5Tll5 -UP Com,111011 C. AT ,.,.c INSTALL 4" OF 1-1 /2" ROUND ROCK ON MIRAFI 140N FILTER FABRIC WITHIN AREA BOUNDED BY 4 • X 4 " CONCRETE CURB AND BACK OF SIDEWALK "-.. @ ® © @ / / / NORTHING . 1996074.9437 1996061 .4902 1996063. 7036 1996051.7130 COORDINATE EASTING 6247426.6442 6247422.7707 6247415.0830 6247417.8752 ~ 0 DATA DES CRIPTION INSIDE CORNER VAULT INSIDE CORNER VAULT INSIDE CORNER VAULT CENTER RELi EF DISCHARGE BASIN ® 1996059.6924 6247411.8469 OUTLET PIPING ANGLE POINT ® 1996082.2749 6247418.3492 INLET PIPING ANGLE POINT "DECLARATION OF RESPONSIBLE CHARGE" FOR SHEETS 13, 14, 15, AND 16 OHL Y I HEREBY DECLARE THAT I AM THE ENGINEER OF IIORK FOR THIS PRO£CT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PRO£CT AS DEFINED IN srcnON 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTfNT tllTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PRD.£CT DRAtllNGS AND SPECIFICAnONs BY THE CITY OF CARLSBAD DOCS NOT RELIEVE ME, AS ENGINEER OF IIORK, OF MY RESPONSIBILlnES FOR PRD.£CT DESIGN. FIRM: DEXTER tllLSCW ENGINEERING, INC. ADDRESS-Wl PA! QMAR AIRPQRT RO/AO SIJ/Tf JOO CITY, ST.: CA,.R/c.:SB...,..•Q.,,__..c..,4 ________ _ TfLEPHONE:)l6D) ffl 4422 BY: ~~~ ~ ANDREW M. OVEN P.E. NO.: RC""f_4,.,1..,_0...,15'------------ EXPIRA nON DA Tf: 3/4,U,£J,IL._ _______ _ OATf: _J.L[l_-_..2 .... 2.__-"'o"".£ __ _ \ \FS\DWG\791001 \SITEPLAN.DWG 08-22-05 15:41 :59 LAYOUT: LAYOUT1 UPSTREAM VALVE SIZE HGL PRESSURE 10· MODEL 92-01 490 97 4• MODEL 92-01 490 97 6" RELIEF MODEL 50-01 430 70 • MAXIMUM SURGE = 4,000 GPM ------------ PR. __ _ ---------------✓- SITE PLAN PRESSURE REDUCING STATION DATA TABLE DOWNSTREAM MINIMUM CONTINUOUS MAXIMUM CONTINUOUS HGL PRESSURE FLOW RATE, )PER MANUFACTURER GPM FLOW RATE, )PER MANUFACTURER GPM 430 71 300 4,900 430 71 50 800 ---1,800* PIANS PREPARED UNDER THE SUPERVISION Of : ANDREW W. 0\/EN RCE 41015 DATE ---------------------- UPSTREAM SETPOINT DOWNSTREAM SETPOINT PSI HGL PSI HGL 86 465 64 415 93 480 71 43D --83 460 DEXTER WILSON ENGINEERING, INC. CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92011 (760) 438-4422 .... .... -"-.... .... ~ ' ----------- 3-2.'f -of An /1\ Lls -81;1L..T DA TE IN ITIAL ENGINEER Of WORK RE VISION DESCRIPTION GENERAL NOTES: I . ALL WCR< SHALL CONFa:lM TO THE PLANS ANO SPECIFICATlct-lS OF THE CARLSBAO MUNICIPAL WATER DISTRICT. 2 . ALL MATERIALS SHALL BE AS SHOWN OR DISTRICT APPROVED EQUALS . 3. PIPING Dlt-ENSlct-lS ARE NO11NAL . ALLOWANCES FOR END CAPS ANO GASKETS SHALL BE MADE AS NECESSARY BY FABRICATOR. CONTRACTOR/FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL OF ALL PIPING AND VAULTS PRIOR TO FABRICATION . 4. ALL WORK SHALL BE EXECUTED IN Ca-FORMANCE WITH APPROVED SHOP DRAWINGS. 5. VAULT FLOOR SLAB, WALLS, TOP SECTION, ANO MANHOLE FRAl'E ANO COVER SHALL BE DESIGNED IN Ca-FORMANCE WITH AASHT0 STANDAROS FOR PARKWAY L0AOING INCLUDING EFFECT OF RETAINING WALL SURCHARGE . VAULT SHALL BE OF A PRECAST TYPE DESIGN WITH ALL SHOP DRAWINGS ANO DETAILED VAULT DESIGN BEING PROVIDED TO THE DISTRICT , BY THE CONTRACTOR, FOR APPROVAL . 6 . ALL INTERIOR PIPING, VALVES ANO FITTINGS SHALL BE SCALED, DEGREASED AND PAINTED PER DISTRICT STANDARDS. 7. ALL STEEL PIPE SHALL BE MORTAR LINED ANO COATED PER DISTRICT STANDARDS UNLESS OTHERWISE NOTED. B. REINFORCING STEEL SHALL BE ON VAULT SIDE OF THRUST COLLARS. 9. ALL ACCESSORY PIPING, TUBING, CONDUIT ANO OTHER CetfONENTS SHALL BE PROVIDED WITH SUITABLE MCIJNTING CLIPS OR BRACKETS WITH ANCHOR BOLTS OF A SUITABLE TYPE. 10. CLOSE ALL PIPE CHASES IN VAULT WALLS WITH GROUT . ALL WALL SURFACES SHALL BE FINISHED SMOOTH ANO EVEN. II . FIELD WELDED PIPE JOINTS SHALL INCLUDE HAND HCl..ES FOR MORTAR INSTALLATION ANO INSPECTION. 12. STEEL PIPE SHALL Ca-Fa:lM WITH CURRENT CITY OF CARLSBAD ENGINEERING STANDARDS, 10 GAUGE MINIMUM CYLINDER THICKNESS. MODULAR SEALS WITH 31 6 SS PARTS, LINK SEAL OR EQUAL PRECAST CONCRETE WALL n I I I I I I LJ STEEL SPOOL PIECE WITH CEMENT MORTAR COATING INSTALL NONSHRINK GROUT IN ANNULAR SPACE 4 . • 4 • . <l .; 3• • • PIPE END SHALL BE FLANGED OR PLAIN END, AS SHOWN ON MECHANICAL PLANS INSTALL NONSHRINK GROUT IN ANNULAR SPACE VAULT PIPE PENETRATION DETAIL CD NO SCALE BENCHMARK: "AS BUILT" DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET £¼,s , D....,..__ J-Z'f-0'8_ LOCATION: NffiTH SIDE Of PALMER WAY, 100 FEET P.E.'f:.lOl'> EXP. J-,t-o'f_ EASTERLY Of COUGAR DRII/E DATE RECORDED : ~ONT 108, OTY ~ CARLSBAD SURI/EY ONTROL NETWORK REVIEWED BY : ELEVATION: 246.43 DAl\JM: NGVD 17 .... , ~ L 7 -:Z ·17> INSitECTOR DATE I sJJT I CITY OF CARLSBAD I s28Ts I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: SALK AVENUE PRESSURE REDUCING STATION FOX-MILLER PROPERTY APPROVED LLOYD 8 . HUBB S oY d r6'c~~v.eV~ RCE 23889 EX ESi°2= ~y ENGINEER 1.v}/4 D TE DWN BY: PROJECT NO . DRAWIN G NO. DATE INITIAL DATE INITIAL CHKD BY: ~g, OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 00-20 418-6 010609 020306 ~•<-Z_.... WALL PENETRATION TYP. OF 5 -TYP. 7 12· PER DETAIL~ Qv -.-~-"<--~-,,---, 1'-6'" • 1-------7'-9" ------- 490 ZONE 430 ZONE 4 15 22 ---1.9-----+lc-4--~-+-..... -,......,4~~:t-+--.--.-.-.--+-..... ---....+-➔4-.-+-..... ~--,-f--~.---+-~.-4 ~ ·<11. "o111 ·~ TYP . ON 4 PIPING ANGLE POINT 2" 30' 41 " DEFLECTION FABRICATE ON FLANGE END OF STEEL PIPING 1 1 4' -0" 2'-0" g• 1 '-6'" t 1'-2":ld I I I ,I ______ ':, t------+-NO. 4 BARS 1 2" O.C. EACH WAY (TYP. BOTH SIDES) V -_I 1·-2· l_i:.£1 2' 5.7-;:.-J_ 5 • 4 • • .. 46 .. 1-~r-----6' -o· -----1 PIPING ANGLE POINT 2°30'34" DEFLECTION FABRICATE ON FLANGE END OF STEEL PIPING 18" STORM DRAIN FOR CONTINUATION, SEE SHEET 7 I-1------4'-9"------,--i----------------14• -o· ------------------4'-9"---+--t TOP OF HATCH TO MATCH BACK OF SIDEWALK ELEVATION TOP OF HATCH ELEV. 275.10 NO. 4 BARS 12" O.C. EACH WAY ct_ ELEV. 266.50 - WALL PENETRATION PER DETAIL~ Qv 3'-3" 2'-6" 1'-6" t .. . . . ••• SET VAULT ON 12" OF 3/8" CRUSHED ROCK \\FS\DWG\791 001\M-1.DWG OB-22-05 15:lB:17 LAYOUT: LAYOUT1 .. •' ... ' .. ,. . MECHANICAL PLAN SCALE : 1 /2" = 1 '-0" TOP OF GRADE ELEV. 275.09 SECTION SCALE: 1 /2" = 1 '-0" GD TOP OF GRADE ELEV. 275.23 THICKNESS OF ROCK 4" .. ··•. ·-....... . . . . ·' . ~ 45 WALL PENETRATION PER DETAIL~ Qv . . . . ELEV. 269.67 it_+--'---t- ~ ·' 2· -0" ELEV. 269. 00 ct_-t--" . .,.-, -t-----ttt--t--\ .. . • .. .. · .. _. ... 17 H~~•· t--1 - t 2' -6" i 2' -6" . . -,----11-+-ct_ ELEV. 269.00 t-t="'l;f--:t--:t---t---t-' .. . . . . . •: : 33 4 • .. ,. II - . .. ~·-. 8 39 • : .. , .. 32 . •·. .. .. _;-.·, .:,,. ·;: ... • lr&ioPl I ,-. ' . · :; .. 1 '-0" ----- 10· - 5' -0" RELIEF VALVE SECTION ELEV. 264.00 NO 4 BARS 12" O.C. EACH WAY PLANS PREPARED UNDER THE SUPERVISION OF: ~,,,, o,y-e... 8 -2.z. -os ANDREW M. O'VEN RCE 41015 DATE SCALE: 1/2" = 1•-0• DEXTER WILSON ENGINEERING, INC. CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92011 (760) 438-4422 MATERIALS LIST: G) 1 EACH 4" PRESSURE REDUCING AND PRESSURE SUSTAINING VALVE, CLA-VAL 92G-01, BCKC, DUCTILE IRON BODY, SS TRIM, CL 150 FLANGES, EPOXY COATED INTERIOR AND EXTERIOR, SPRING RANGE 30-300 PSI DOWNSTREAM AND 20-200 PSI UPSTREAM, X117C INDICATOR (SEE MISC . UNDER TELEMETRY SYSTEM COMPONENT LIST). 0 1 EACH 1 O" PRESSURE REDUCING AND PRESSURE SUSTAINING VALVE. (SAME DESCRIPTION AS ITEM NO. 1 ). @ @ @ @ @ @ @ 1 EACH 6" PRESSURE RELIEF VALVE, 50A-01 BKCD, DUCTILE IRON BODY, SS TRIM, CL 150 FLANGES, EPOXY COATED INTERIOR AND EXTERIOR, CRL 20-200 PSI RANGE. 3 EACH 6" GATE VALVES, CL 125 FLANGES, WITH HANDWHEEL 2 EACH 12" GATE VALVES, CL 125 FLANGES, WITH HANDWHEEL. NOT USED 2 EACH 12" X 12" X 6" FABRICATED 10 GA. STEEL COMBINATION TEE, BEND, AND SPOOLS WITH THRUST COLLARS PER DRAWING, DOUBLE WELDED JOINTS, CEMENT MORTAR LINED AND COATED, CL 150 FLANGES. 1 EACH 12"X 6" FABRICATED 10 GA. STEEL TEE, CL 150 FLANGES, WITH MORTAR LINING. 1 EACH 6" FABRICATED 10 GA. STEEL DISCHARGE LINE, CL 150 FLANGES, VICTAULIC COUPLING, MORTAR LINED WITH PORTION COATED. 2 EACH 6" X 4" CL 150 FLANGED REDUCERS WITH MORTAR LINING 1 EACH 6" CL 150 FLANGED SPOOL, MORTAR LINED 1 EACH 6" CL 150 FLANGED X GROOVED SPOOL, MORTAR LINED 2 EACH 12" X 10" CL150 FLANGED STEEL REDUCER WITH MORTAR 1 EACH 12" CL 1 50 FLANGED SPOOL WITH VICTAULIC COUPLING, MOTAR LINED 3 EACH STYLE 77 VlCTAULIC COUPLINGS, SIZE PER DRAWING 1 EACH SUMP PUMP "LITTLE GIANT" 1/3 HP, AUTOMATIC, GRAINGER #3P639A @ 1 EACH 1 1 /2" PVC LINE TO DISCHARGE WITH CHECK VALVE AND COMPRESSION COUPLING. 1 1/2" GALVANIZED SUPPORT BRACKET. 8 EACH ADJUSTABLE PIPE SUPPORT, FEE AND MASON, FIGURE 291 . GALVANIZED WITH DRAIN HOLE -MOUNTED ON RAISED CEMENT GROUT. 1 EACH PRE-CAST CONCRETE VAULT (PARKWAY LOADING) WITH INTEGRAL SUMP. SLOPE VAULT FLOOR 2 PERCENT TOWARD SUMP. INCLUDE P.C.C. THRUST COLLAR WALLS PER DRAWING. MASTIC SEALANT AT JOINTS. 1 EACH 36X36" HATCH, BILCO TYPE J-4AL. RUN HATCH DRAIN TUBE TO SUMP. 1 EACH GALVANIZED STEEL LADDER, ALHAMBRA FDRY. MODEL NO. A-3400 WITH LADDER-UP. LINING FROM SUMP PUMP FROM PRESSURE RELIEF VALVE @ @ @ @ @ @ @ ~ @ @ @ @ @ @ @ @ @) @ @ @ @ @ @ @ @ 6" T 17 42 2 EACH 6" PVC VENT PIPES. 2 EACH 6" PVC 9CT BENDS. 2 EACH 6" PVC X STEEL ADAPTORS. 2 EACH 6" 10 GA. STEEL VENT PIPE, PRIME AND PAINT ABOVE GROUND. 2 EACH 6" STEEL INTAKE AIR CAP, ALHAMBRA FDRY. MODEL NO. A-2163 (GALVANIZED). 2 EACH CONCRETE VENT PIPE ENCASEMENTS. 1 EACH 36" DIA. PRE-CAST CONCRETE MANHOLE. 1 EACH 36" DIA. CIRCULAR GALVANIZED STEEL GRATE, ALHAMBRA FDRY. MODEL NO. A-1558-36. 1 EACH 6" FABRICATED 10 GA. STEEL DISCHARGE LINE WITH 18CT BEND, CL 150 FLANGES , MORTAR LINED WITH PORTIONS MORTAR COATED OR PRIMED AND PAINTED . CONCRETE THRUST BLOCKING PER CITY STD. DWG. W15 AND W19. 5 EACH SLIP ON/WELD ON CLASS D FLANGE, SIZE PER PLANS 2 EACH PRESSURE GAUGES, ASHCROFT 3 1 /2" -1009A 1 / 4" FITTED AND INSTALLED PER GAUGE DETAIL A, SHEET 15 2 EACH PRESSURE TRANSDUCERS PER DETAIL 8, SHEET 15 PRESSURE TRANSDUCERS TO BE VEGA BAR 14 TYPE CONTACT JPR SYSTEMS (SCOTT) 714-985-0192 INTAKE BLOWER MOUNTED TO WALL TOP VENT PIPE GRAINGER f4C943 OR 4YJ33 TIME CLOCK TO BE MOUNTED NEAR LADDER WITH WEATHER PROOF BOX INTERMATIC #T101P LIGHT TO BE OPERATED BY LIMIT SWITCH ON LID NOT USED CEMENT COATING. LEAVE ON TO FIRST FLANGE. INSTALL HOSE BIBB AT BODY PLUG LOCATION ON PRESSURE RELIEF VALVE. TELEMETRY ENCLOSURE WITH FLOAT SWITCH WIREO TO 110v RELAY. PVC TO COPPER TRANSITION COUPLING 1 1 /2" COPPER TUBING TYPE K (HARD) WITH PROTECTIVE WRAPPING 12" FLANGE COUPLING ADAPTOR 12" PVC CLASS 150 3" HIGH X 3/8" THICK STEEL ANCHOR PLATE WELDED TO OUTSIDE DIAMETER OF PIPE , • -0" 1--,1----143 • .. TOP OF GRATE ELEV. 276.25 FINISH GRADE ELEV. 275.50 5' -9· ~--INVERT 18" PVC IN DISCHARGE M.H . ELEV. 270.50 DISCHARGE M.H. SECTION GD SCALE: 1/2" -1'-0" BENCHMARK: "AS BUILT" DESCRIPTION: SET 2. 5" DISK IN DRAINAGE BOX INLET ~-✓ZJ----J -:1-•-ul LOCATION: NORTH SIOE OF PALMER WAY, 100 FEET p. E. 'f.lO ( !i' EXP. J -:1.1-0 '1. EASTERLY OF COUGAR ORI',( DATE RECORDED: ~ONT 108, OTY ~ CARLSBAD SUR't(Y ON TROL NETWORK REVIEWED BY: ELEVATION : 246.43 DATUM: NGVD ~tm..J.e 7-c ·O,l-- DATE IN ECTOR uTI CITY OF CARLSBAD I 528TS I 4 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: SALK AVENUE PRESSURE REDUCING STATION FOX-MILLER PROPERTY APPROVED LLOYD 8. HUBBS.9Y L:I,,. ~-,#'~ i.,e/~ $~~ ... " RCE 23889Ll Rfsiz=' ~· CITY ENGINEER -D -E 3 -'l'(--of ,lo /1\ As-ai,,<.r DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: l::l!!,~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl TY APPROVAL RVWD BY: C.T. 00-20 418-6 C .... :e A, G') ~.,:. I'.) ...I, 0) 0) I O') 2" C-10#12, 5#12 GND. ------- / "' I \ l l HATCH SWITCH (ZS-1) ALLEN BRADLEY LIMIT SWITCH 802T TYPE OR APPROVED EQUAL TO TURN ON LIGHTS . . I I POWER J-BOX (NEMA 4X) EXHAUST BLOWER - • - 4 ____ __,_ ___ -z ___ ~--SUMP PUMP SP-1 .. •• .. TELCO JUNCTION BOX (8"x8"x6") ATTACH TO SIDE OF PEDESTAL --- ~ 2" CONDUIT TO TELCO SOURCE MH 361 ----- 2" PVC ELECTRIC CONDUIT WITH PULL ROPE TO SDGE TRANS . STA. NO. 213-83 (300'±) 6" ELECTRIC SERVICE SINGLE PHASE 120/240 VAC MYERS ME-UG 125 SERVICE PEDESTAL WITH 100 AMP MAIN (CIRCUIT SCHEDULE AS SHOWN) L 3" ....__ __ 2" ELECTRIC CONDUIT TO WATER VAULT "----2" TELCO CONDUIT TO WATER VAULT NON-METALLIC CONDUITS SCADA 1/0 EQUIPMENT STANDARD PRV TELEMENTRY OPT022 1/0 HARDWARE AVAILABLE AT: OPTO 22 CONTACT: SCOTT WINROW 43044 BUSINESS PARK DRIVE TEMECULA, CA. 92590 PHONE {800) 321-6786 HARDWARE REQUIRED: (FOR WATER OPS) 1 -AC7A OPTO 22 ADAPTOR CARD 1 -SNAPB12M 1 -SNAP-PSS 1 -SNAP-PS24 1 -SNAP-B3000 TELEMETRY SYSTEM COMPONENT LIST (NO SUBSTITUTIONS) BLACK BOX CORP. P .0. BOX 12800 PITTSBURGH, PA 15241 PHONE (724) 746-500 FAX (800) 312-0746 1-MODEM 3600 STANDALONE, ITEM #MD1 OOOA 1-MODEM 3600 RACKMOUNT, ITEM #MD1 OOOC AS NEEDED -SNAP OAC5 110 VAC OUTPUT MODULES AS NEEDED -SNAP IAC5 110 VAC 4 CH. INPUT MODULES AS NEEDED -AIMA-1 2-ISOLATED CHANNELS ANALOG INPUT MODULES 2 -PRESSURE TRANSMITTERS, VEGA BAR 14 ,. _.--,-------ii-.+-~A-1-+---n M " ~i==ffH-1+-----,-..__ ., CONC. ENCASE CONTACT JPR SYSTEMS (SCOTT 714-985-0192) . , 6" 24 '·. .. •• ·• .. . . C O ) PE/PIT-1 3/4" C-1-2#18SH V @I V WP . ·. --s FAN SWITCH AND TIMER WEATHER PROOF TIME CLOCK INTERMATIC #T1 01 P VALVE POS. TRANS. (TYP.) 3/4" C-1-2#18SH 2"C, TELEPHONE T 3'-0" .. . ' CONTROL J-BOX RITTAL (NEMA 4X) ELECTRICAL PLAN 1/2" MIP BALL CORP (FORD FB 1700; JONES J-1931) 1 / 4" GAUGE COCK ASHCROFT 3 1 /2" - 1009 A 1/4" PRESSURE GAUGE 0-200 PSI DOWNSTREAM 0-300 PSI UPSTREAM SCALE: 1 /2" = 1 '-0" 1 /2" THREADED CAP 1 /2" BRASS TEE 1" X 1 /2" BRASS BUSHING 1 1 /2" X 1" NYLON -----~ INSULATING BUSHING 1" MIP X FIP r ___ _f_""_rij-_--_-_-_-_-_-__:;:-1 1/2" CL 3000 BALL CORP STEEL COUPLING (FORD FB 1700; JONES J-1931) 6' -0" VAULT FLOOR PIPING PER PLAN PRESSURE TRANSDUCERS TO BE INSTALLED ON THE SAME SIDE OF VAULT AS THE TELEMETRY ENCLOSURE D .. tr:{ GAUGE DETAIL 22 NO SCALE NOTE: TYPICAL FOR EXHAUST VENT ALSO. AIR VENT PIPING SECTION @ SCALE: 1 /2" = 1 '-0" \ \FS\DWG\791001\E-1.DWG 08-22-05 15:29:23 LAYOUT: ELECTRICAL •• . ·• • • .. .. •• • 4 SERVICE PEDESTAL DETAIL NO SCALE CIRCUIT SCHEDULE: CIRCUIT 1 20 AMP LIGHTS AND OUTLETS CIRCUIT 2 20 AMP TIME CLOCK AND FAN CIRCUIT 3 20 AMP SUMP PUMP CIRCUIT 4 20 AMP TELEMETRY EQUIPMENT PRIVATE ONLY ___ ,L .... l I ~· 4' S' -~ I :\ . ./ri\ TRENCH ,,...L.~ •- ~ ::, ,., ,., ,., ---, MISC. CLAVALVE SPECIAL ACCESSORIES 2-X117C VALVE POSITION TRANSMITTERS OR APPROVED EQUAL. (TO BE INSTALLED ON PRV'S) RITTAL #AE1350 (20"H X 20"W X 12"D) MOUNTED TO WALL WITH UNI STRUT MOUNT AND WIRE ENCLOSURE WHERE SHOWN IN VAULT RITTAL ,..~- ENCL . UNIT STRUT TRENCH DETAIL VAULT WALL • 3/4" C-1-2#18SH 1/2" MIP BALL CORP (FORD FB 1700; JONES J-1931) 1 / 4" GAUGE COCK ASHCROFT 3 1 /2" - 1009 A 1/4" PRESSURE GAUGE 0-200 PSI DOWNSTREAM 0-300 PSI UPSTREAM 1 1/2" X 1" NYLON--..:~~ INSULATING BUSHING 1 /2" THREADED CAP 1 /2" BRASS CROSS 1/2" X 1/4" BRASS BUSHING (TYP. BOTH SIDES) VEGABAR 14 TRANSDUCER 4-20 MA 1 1 /2" CL 3000 STEEL.--=====~C=i---;.-~ 1" MIP X FIP COUPLING I BALL CORP (FORD FB 1700; JONES J-1931) PIPING PER PLAN TRANSDUCER/GAUGE DETAIL@ NO SCALE PLANS PREPARED UNDER THE SUPERVISION OF: 0 0 ITEM 1 2 3 4 5 6 7 NO SCALE NOTES: 1. COORDINATE WITH CMWD OPERATIONS (TEL. 760-438-2722) FOR ADDITIONAL REQUIREMENTS. TO POWER JUNCTION BOX. 2. PROVIDE 2-WIRE POINT-TO-POINT LEASED LINE FROM VAULT TO CMWD, 5950 EL CAMINO REAL, AND ONE YEAR LEASE • 3. CONTRACTOR SHALL PROVIDE APPLICATION FOR SERVICE AND PAY ALL FEES AND FAN TIME CLOCK-INTERMATIC #T101 P GRAINGER PART NO, 4E023 LIGHT/INTRUSION SWITCH TELEMECANIQUE MODEL #XCKJ10541 H7 WIRED TO ACTIVATE LIGHTS WHEN LID IS OPEN. GRAINGER STOCK #48811. COSTS FOR INSTALLATION OF ELECTRIC PEDESTAL AND DEDICATED LEASED COMMUNICATION LINE. 4. ELECTRICAL AND TELEPHONE SERVICE SHALL BE INSTALLED AND FULLY OPERABLE PRIOR TO THE CITY'S ACCEPTANCE OF THE PR STATION. 5. CARLSBAD MWD SHALL BE RESPONSIBLE FOR ANY PROGRAMMING. NOTE: ALL ELECTRICAL EQUIPMENT SHALL BE SUITABLE FOR USE IN WET LOCATION OUTPUT INPUT ANA. DISC. X X X X X X X X X X X X X X TYPE DESCRIPTION MOUNTING VOLTS NO. OF LAMP TYPE TOTAL MANUFACTURER AND LAMPS WATTS CATALOG NUMBER . FLUORSCENT FIXTURE, 4' LONG (2i4~ MOLDED HIGH IMPACT RESISTANT CEILING LITHONIA CAT. # ABS PLASTIC HOUSING WITH HIGH IMPACT MOUNT, 120 2 F40T12 100 DMW-240-120-ACRYLIC DIFFUSER, WITH CAPTIVE LATCHES, CENTERED ES-WLF OR EQUAL COMPLETELY GASKETED AND ENCLOSED OVER PIPE SUIT ABLE FOR WET AND CORROSIVE RUNS LOCATIONS. INPUT /OUTPUT (1/0) SCHEDULE PRESSURE REDUCING STATION POINT DESCRIPTION LOCATION UPSTREAM PRESSURE PIPE 1 PE/PIT-1 PRESSURE TRANSDUCER DOWN STREAM PRESSURE PIPE 1 PE/PIT-2 PRESSURE TRANSDUCER SDG&E POWER FAIL RELAY-MT. ENCLOSURE WHEN POWER IS OUT VAULT INTRUSION ZS-1 HATCH SWITCH PRV VALVE NO: 1 POSITION Zl-1 POS. TRANSMITTER PRY VALVE NO: 2 POSITION Zl-1 POS. TRANSMITTER SINGLE POINT LEVEL DETECTION BELOW RITTAL ENCLOSURE FLOAT SWITCH/VAULT FLOOD BENCHMARK· HAS BUIL TH DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ~ -· ; 0 A-"--3 · 1-'f-o'I LOCATION: NORTH SIDE OF PALMER WAY. 100 FEET P.E. 'f/01', EXP. 3-Jt-01 EASTERLY OF COUGAR DRIVE DATE RECORDED: (POINT 108, CITY 0) CARLSBAD SURVEY CONTROL NETWORK REVIEWED BY: ELEVATION: 246.43 DATUM: NGVD ~&I! IM.oA...-7·-Z. ·O/r' IN ECTOR DATE urJ CITY OF CARLSBAD I s28Ts I 5 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: SALK AVENUE PRESSURE REDUCING STATION FOX-MILLER PROPERTY APPROVED . LLOYD B. HUBBSQ r DEXTER WILSON ENGINEERING, INC. ~/2". VZ:.-::75ed '~~/..,~ R~ ES12-31-5 CITY ENGINEER 70-TE 8-z.z -os ANDREW M. OVEN RCE 41015 DATE CONSULTING ENGINEERS 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92011 (760) 438-4422 3-2.'(-0'1 4,-, /1\ 4S-81.1•LT" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: lmt PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 00-20 418-6 ) PART 1 -GENERAL ELECTRICAL 1 . 1 DESCRIPTION A. WORK INCLUDED: PROVIDE COMPLETE ELECTRICAL AND CONTROL SYSTEM AS SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY LIMITED TO: 1. POWER/TEL. PEDESTAL AND METER PEDESTAL FOR METERING FACILITIES, MAIN CIRCUIT BREAKER ETC.; 2. FEEDER SYSTEM, IN CONDUIT TO BRANCH CIRCUITS; 3. BRANCH CIRCUIT WIRING, IN CONDUIT, FOR LIGHTING, RECEPTACLES, JUNCTION BOXES AND MOTORS; 4. HANGERS, ANCHORS, SLEEVES, CHASES, SUPPORTS FOR FIXTURES, AND OTHER ELECTRICAL MATERIALS AND EQUIPMENT IN ASSOCIATION THEREWITH; 5. LIGHTING FIXTURES AND LAMPS; 6. WIRING SYSTEM, IN CONDUIT, FOR EQUIPMENT AND CONTROLS PROVIDED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS; 7. MOTOR STARTERS AND CONTROLS FOR MOTORS PROVIDED UNDER THE CONTRACT, BUT FOR WHICH MOTOR STARTERS AND CONTROLS ARE NOT OTHERWISE PROVIDED; 8. TELEMETRY SYSTEM, INCLUDING INSTALLATION OF A TELEPHONE LEPSE LINE; 9. OTHER ITEMS AND SERVICES REQUIRED TO COMPLETE THE SYSTEMS. 1 .2 QUALITY ASSURANCE A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. THE REDUCING STATION HAS BEEN CLPSSIFIED AS WET LOCATION. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NFPA70). B. WITHOUT ADDITIONAL COST TO THE OWNER; PROVIDE SUCH OTHER LABOR AND MATERIALS AS ARE REQUIRED TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, REGARDLESS OF WHETHER SUCH MATERIALS AND ASSOCIATED LABOR ARE CALLED FOR ELSEWHERE IN THESE CONTRACT DOCUMENTS. 1.3 SUBMITTALS A. PRODUCT DATA: WITHIN 35 CALENDAR DAYS AIFTER THE CONTRACTOR HAS RECEIVED THE OWNER'S NOTICE TO PROCEED, SUBMIT SIX (6) COPIES OF: 1. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION; 2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEEDED TO PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS; 3. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE OWNER WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES USED ON THE WORK. 8. MANUAL: UPON COMPLETION OF THIS PORTION OF THE WORK, AND AS A CONDITION OF ITS ACCEPTANCE, DELIVER TO THE OWNER TWO (2) COPIES OF AN OPERATION AND MAINTENANCE MANUAL. INCLUDE WITHIN EACH MANUAL: 1. COPY OF APPROVED RECORD DOCUMENTS FOR THIS PORTION OF THE WORK; 2. COPIES OF ALL CIRCUIT DIRECTORIES; 3. COPIES OF ALL WARRANTIES AND GUARANTIES; 4. CONTROL SCHEMATICS AND WRITTEN STEP-BY-STEP DESCRIPTION OF THE CONTROL FUNCTIONS. 1 .4 WARRANTY A. PROVIDE 1 YEAR WARRANTY ON ALL LABOR AND MATERIALS FROM THE DATE OF COMMISSIONING. PART 2 -PRODUCTS 2.1 GENERAL WHERE UNDERWRITER'S LABORATORIES, INC. HAVE ESTABLISHED STANDARDS FOR SUCH MATERIALS, PROVIDE ONLY MATERIALS BEARING THE UL LABEL. A. TEMPORARY POWER: 1. THE CONTRACTOR, AT HIS OWN EXPENSE, WILL PROVIDE TEMPORARY POWER AND PAY THE COSTS FOR INSTALLING PERMANENT ELECTRICAL METER OR METERS AS REQUIRED. 2.2 SERVICE ENTRANCE (METER PEDESTAL) A. PEDESTAL: MYERS 120/240 VAC ME-UG 125 WITH 100 AMP MAIN CIRCUIT BREAKER 8. METERING SECTION AND EQUIPMENT SHALL BE IN ACCORDANCE WITH SAN DIEGO GAS & ELECTRIC COMPANY (SDG&E) REQUIREMENTS. C. CONTROL CABINET: 30"Hx24"Wx12"D RITTAL #AE1376 MOUNTED IN VAULT WITH UNIT STRUT. COORDINATE LOCATION WITH CMWD OPERATIONS. 2.3 GROUNDING SYSTEM A. GROUND ALL EQUIPMENT, INCLUDING SWITCHBOARDS, TRANSFORMERS, CONDUIT SYSTEMS, MOTORS, AND OTHER APPARATUS, BY CONDUIT OR CONDUCTOR TO INDEPENDENT GROUNDING ELECTRODE AS SHOWN ON THE DRAWINGS, USING GROUND CLAMPS MANUFACTURED BY BURNDY OR T&B AND APPROVED BY THE OWNER. 8. USE GROUND RODS IF WATER MAINS OR PIPING ARE NOT METALLIC, OR IF ISOLATION COUPLINGS HAVE BEEN USED. 1. LOCATE GROUND RODS IN PLANTERS OR SIMILAR AREAS WHICH WILL RECEIVE WATER REGULARLY, AND DRIVE TO A DEPTH OF AT LEPST 8' -0. 2. MAKE MEG GROUND TESTS TO MEASURE GROUND RESISTANCE, AND PROVIDE NOT MORE THAN 5 OHMS RESISTANCE, ADDING GROUND RODS AS REQUIRED TO ACHIEVE THAT LEVEL. 3. MAKE GROUND RODS ACCESSIBLE FOR INSPECTION. 2.4 DISTRIBUTION SYSTEM A. IDENTIFICATION: 1. IDENTIFY ALL APPARATUS USED FOR OPERATION AND CONTROL OF CIRCUITS, APPLIANCES, AND EQUIPMENT 2. PROVIDE PLASTIC LAMINATE NAMEPLATES, BLACK FACE WITH WHITE CORE LETTERS, SHOWING PROPER AND COMPLETE IDENTIFICATION TO FIT 2" x 1" HIGH NAMEPLATE. B. WIRING DEVICES: 1. PROVIDE DUPLEX RECEPTACLES OF 3-POLE GROUNDING TYPE WIT THE THIRD POLE U-SHAPED AND GROUNDED TO THE CONDUIT SYSTEM, UL APPROVED. C. ABOVE FLOOR RACEWAYS: 1. PROVIDE RIGID GALVANIZED STEEL CONDUIT (RGS) FOR ALL CONDUIT CONCEALED IN THE WALLS, ABOVE THE CEILINGS, OR IN FLOOR SLABS. A. WHERE CONDUIT IS INSTALLED UNDERGROUND OR IN THE FLOOR SLAB, PROVIDE RIGID GALVANIZED STEEL CONDUIT. 2. PVC CONDUIT (SCH 40) MAY BE USED BELOW GRADE. 3. ALL FLEXIBLE CONDUITS SHALL BE SEALTITE TYPE OR EQUAL. \ \FS\DWG\791001\E-2.0WG OB-22-05 15:10:56 LAYOUT: NOTES 4. OUTLETS, JUNCTION BOXES, AND SWITCH BOXES: PROVIDE STANDARD ONE-PIECE UNITS, GALVANIZED OR CAST METAL, OF SHAPE AND SIZE BEST SUITED TO THAT PARTICULAR LOCATION, OF SUFFICIENT SIZE TO CONTAIN ENCLOSED WIRES WITHOUT CROWDING. D. CONDUCTORS: 1, FOR LINE VOLTAGES, PROVIDE 600V INSULATED COPPER WIRE AND CABLE, NEC STANDARD, OF TYPES SPECIFIED BELOW FOR DIFFERENCE APPLICATIONS, WITH UL LABEL, AGENCIES HAVING JURISDICTION. 2. WITH CONDUCTORS, PROVIDE INSULATING BUSHINGS OR INSULATING SLEEVES. 3. FOR WIRE AND CABLE, PROVIDE XHHW OR THHN/THWN. A. IDENTIFY FEEDER NEUTRALS WITH WHITE TAPE OR WHITE PAINT. B. USE ONLY COPPER WIRES AND CABLES. 2.5 LIGHTING FIXTURES A. PROVIDE FIXTURES OF THE TYPES SHOWN ON THE DRAWINGS, COMPLETE WITH LAMPS AND MOUNTING HARDWARE. 2.6 MOTOR STARTERS A. GENERAL: PROVIDE WESTINGHOUSE UNITS, OR EQUAL AS APPROVED IN ADVANCE BY THE OWNER OF THE SIZES AND TYPES NEED FOR THE OPERATIONS SHOWN ON THE DRAWINGS, SPECIFIED HEREIN, AND OTHERWISE REQUIRED FOR THE FACILITY, AND WITH THE FOLLOWING: 1. COMPLY WITH PERTINENT REQUIREMENTS OF NEMA AND NFPA-70. 2. INCLUDE REQUIRED ACCESSORY ITEMS. 3. HORSEPOWER RATED, WITH THERMAL OVERLOADS. 4. NORMALLY RESET WITHOUT ENTERING THE STARTER ENCLOSURE. 5. EQUIPPED WITH OVERLOADS IN EACH UNDERGROUND LEG. 2.7 TOP MOUNTED FLOAT LEVEL A. 4RK04 FLOAT SWITCH WIRED TO 11 OV RELAY (SINGLE POINT DETECTION). 2.8 ELECTRONIC PRESSURE TRANSMITTERS A. ELECTRONIC PRESSURE TRANSMITTERS SHALL BE TWO WIRE DEVICES WITH CONTINUOUSLY ADJUSTABLE SPAN, ZERO AD DAMPING ADJUSTMENTS, INTEGRAL INDICATORS SCALED IN ENGINEERING UNITS, SOLID STATE CIRCUITRY AND 4-20mA OUTPUTS. ACCURACY SHALL BE PLUS OR MINUS 0.25 PERCENT OF CALIBRATED SPAN. PROCESS WETTED AND BODY MATERIALS SHALL BE 316 SS. PROCESS CONNECTIONS SHALL BE 1/2-INCH NPT. THE RANGE SHALL BE 0-150 PSI DOWNSTREAM, 0-300 PSI UPSTREAM. VEGABAR 14, NO SUBSTITUTIONS. 2.9 OTHER MATERIALS A. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE OWNER. PART 3 -EXECUTION 3.1 SURFACE CONDITIONS A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.2 PREPARATION A. COORDINATION: 1. COORDINATE AS NECESSARY WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK THIS SECTION. 2. COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE SCHEDULE FOR WORK OF OTHER TRADES TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3. WHERE LIGHTING FIXTURES AND OTHER ELECTRICAL ITEMS ARE SHOWN IN CONFLICT WITH LOCATIONS OF STRUCTURAL MEMBERS AND MECHANICAL OR OTHER EQUIPMENT, PROVIDE REQUIRED SUPPORTS AND WIRING TO CLEAR THE ENCROACHMENT. B. DATA INDICATED ON THE DRAWINGS AND IN THESE SPECIFICATIONS ARE AS EXACT AS COULD BE SECURED, BUT THEIR ABSOLUTE ACCURACY IS NOT WARRANTED. THE EXACT LOCATIONS, DISTANCES, LEVELS, AND OTHER CONDITIONS WILL BE GOVERNED BY ACTUAL CONSTRUCTION AND THE DRAWINGS AND SPECIFICATIONS SHOULD BE USED ONLY FOR GUIDANCE IN SUCH REGARD. C. WHERE OUTLETS ARE NOT SPECIFICALLY LOCATED ON THE LOCATE AS DETERMINED IN THE FIELD BY THE OWNER. WHERE OUTLETS ARE INSTALLED WITHOUT SUCH SPECIFIC DIRECTION, RELOCATE AS DIRECTED BY THE OWNER AND AT NO ADDITIONAL COST TO THE OWNER. D. VERIFY ALL MEASUREMENTS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF DIFFERENCES BETWEEN WORK SHOWN ON THE DRAWINGS AND ACTUAL MEASUREMENTS AT THE SITE CONSTRUCTION. E. BRANCH CIRCUIT WIRING AND ARRANGEMENT OF HOME RUNS HAVE BEEN DESIGNED FOR MAXIMUM ECONOMY CONSISTENT WITH ADEQUATE SIZING FOR VOLTAGE DROPS AND OTHER CONSIDERATIONS. INSTALL THE WIRING WITH CIRCUITS ARRANGED EXACTLY AS SHOWN ON THE DRAWINGS, EXCEPT AS OTHERWISE APPROVED IN ADVANCE BY THE OWNER. F. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC, BUT ARE REQUIRED TO BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. WHERE DEVIATIONS ARE REQUIRED TO CONFORM WITH ACTUAL CONSTRUCTION AND THE WORK OF OTHER TRADES, MAKE SUCH DEVIATIONS WITHOUT ADDITIONAL COST TO THE OWNER. PLANS PREPARED UNDER THE SUPERVISION OF: L o M&-----si -2..Z. -os ANDREW M. OVEN RCE 41015 DATE 3.3 INSTALLATION OF RACEWAYS AND FITTINGS A. WHERE CONDUIT IS INSTALLED, OR EXPOSED IN WORK AREAS, PROVIDE RIGID GALVANIZED CONDUIT. 1. SEAL JOINTS TO PREVENT ENTRANCE OF WATER. 2. PROVIDE GROUND WIRE OF PROPER SIZE. 3. USE NYLON (RATHER THAN STEEL) FISH TAPE. B. USE FLEXIBLE CONDUIT ONLY FOR SHORT MOTOR CONNECTIONS, OR WHERE SUBJECT TO VIBRATION. 3.4 INSTALLATION OF POWER EQUIPMENT A. PROVIDE POWER AND CONTROL WIRING FOR MOTOR STARTERS AND SWITCHES AS SHOWN ON THE DRAWINGS. B. CONNECTIONS TO MISCELLANEOUS EQUIPMENT 1. WIRE TO, AND CONNECT TO, ALL EQUIPMENT NOT SPECIFICALLY DESCRIBED BUT TO WHICH ELECTRICAL POWER IS REQUIRED. 2. COORDINATE AS NECESSARY WITH OTHER TRADES AND SUPPLIERS TO VERIFY TYPES, NUMBERS, AND LOCATIONS OF EQUIPMENT. 3.5 INSTALLATION OF CONDUCTORS A. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, USE NO. 12 TYPE THWH/THHN CONDUCTORS FOR ALL BRANCH CIRCUITS, PROTECTED BY 20 AMP CIRCUIT BREAKERS. WHERE SO INDICATED ON THE DRAWINGS, USE LARGER WIRES TO LIMIT VOLTAGE DROPS. B. THE NUMBER OF WIRES IN A CONDUIT RUN IS INDICATED ON THE DRAWINGS BY CROSS LINES ON THE CONDUIT RUNS. 1. WHERE WIRE SIZE IS NOT SHOWN, INSTALL NO. 12 CONDUCTORS. 2. WHERE CONDUIT SIZE IS NOT SHOWN, INSTALL 3/4" CONDUIT. 3. PROVIDE CODE SIZE CONDUIT FOR NUMBER AND SIZE WIRES SHOWN OR REQUIRED, UNLESS A LARGER SIZE CONDUIT IS SHOWN ON THE DRAWINGS. C. USE IDENTIFIED (WHITE) NEUTRALS AND COLOR CODED PHASE WIRES FOR ALL BRANCH CIRCUIT WIRING. 1. MAKE SPLICES ELECTRICALLY AND MECHANICALLY SECURE WITH PRESSURE TYPE CONNECTORS, OR BY SOLDERING. A. FOR WIRES SIZE 6 AWG AND SMALLER, PROVIDE "SCOTCH-LOCK" CONNECTORS. B. FOR WIRE SIZE 4 AWG AND LARGER, PROVIDE BURNDY "VERSITAPS" AND HEAVY DUTY CONNECTORS, OR T &B "LOCK-TITE" CONNECTORS. 2. INSULATE SPLICES WITH A MINIMUM OF TWO HALF-LAPPED LAYERS OF SCOTCH BRANCH NO. 33 VINYL-PLPSTIC ELECTRICAL TAPE WHERE INSULATION IS REQUIRED. D. TAPE ALL JOINTS WITH RUBBER TAPE 1 1 /2 TIMES THE THICKNESS OF THE CONDUCTOR INSULATION, THEN COVER WITH THE FRICTION TAPE OR THE VINYL-PLPSTIC ELECTRICAL TAPE SPECIFIED ABOVE. E. THE DRAWINGS INDICATE THE GENERAL DIRECTION OF HOME RUNS. CONTINUE ALL SUCH HOME RUNS TO THE PANEL AS THOUGH THE ROUTES WERE SHOWN COMPLETELY. 3.6 INSTALLATION OF POWER/TEL. AND METER PEDESTALS A. INSTALL AS SHOWN ON THE DRAWINGS. B. MOUNT A TYPEWRITTEN DIRECTORY BEHIND GLPSS OR PLASTIC ON THE INSIDE OF EACH PANEL DOOR AND, ON THE DIRECTORY, SHOW THE CIRCUIT NUMBER AND COMPLETE DESCRIPTION OF ALL OUTLETS ON EACH CIRCUIT. C. INSTALL TELEMETRY COMPONENTS PER CMWD REQUIREMENTS. 3. 7 TESTING AND INSPECTOR A. PROVIDE PERSONNEL AND EQUIPMENT, MAKE REQUIRED TESTS, AND SECURE REQUIRED APPROVALS FROM THE OWNER AND GOVERNMENTAL AGENCIES HAVING JURISDICTION. B. MAKE WRITTEN NOTICE TO THE OWNER ADEQUATELY IN ADVANCE OF EACH OF THE FOLLOWING STAGES OF CONSTRUCTION: 1. IN THE UNDERGROUND CONDITION PRIOR TO PLACING CONCRETE FLOOR SLAB, WHEN ALL ASSOCIATED ELECTRICAL WORK IS IN PLACE; 2. WHEN ALL ROUGH-IN IS COMPLETE, BUT NOT COVERED; 3. AT COMPLETION OF THE WORK OF THIS SECTION. DEXTER WILSON ENGINEERING, INC. CONSULTING ENGINEERS 1-21+-o!I DATE A-t> INITIAL 703 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92011 (760) 438-4422 ENGINEER OF WORK /l\ AS ·8lf1~• REVISION C. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND TO NOT COMPLY WITH THE SPECIFIED REQUIREMENTS, WITHIN THREE DAYS AFTER RECEIPT OF NOTICE OF SUCH NONCOMPLIANCE, REMOVE THE NON-COMPLYING ITEMS FROM THE JOB SITE AND REPLACE THEM WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS, ALL AT NO ADDITIONAL COST TO THE OWNER. D. IN THE OWNER'S PRESENCE: 1. TEST ALL PARTS OF THE ELECTRICAL SYSTEM AND PROVE THAT ALL SUCH ITEMS PROVIDED UNDER THIS SECTION FUNCTION ELECTRICALLY IN THE REQUIRED MANNER. 2. IMMEDIATELY SUBMIT TO THE OWNER A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 3, ALSO, MEPSURE VOLTAGES BETWEEN PHASES AND BETWEEN PHASE WIRES AND NEUTRALS, AND REPORT THESE VOLTAGES TO THE OWNER. 3.8 PROJECT COMPLETION A. UPON COMPLETION OF THE WORK OF THIS SECTION, THOROUGHLY CLEAN ALL EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION, REMOVING ALL TRACES OF SOIL, LABELS, GREPSE, OIL, AND OTHER FOREIGN MATERIAL, AND USING ONLY THE TYPE CLEANER RECOMMENDED BY THE MANUFACTURER OF THE ITEM BEING CLEANED. B. THOROUGHLY INDOCTRINATE THE OWNER'S OPERATION AND MAINTENANCE PERSONNEL IN THE CONTENTS OF THE OPERATIONS AND MAINTENANCE MANUAL REQUIRED TO BE SUBMITTED UNDER THESE SPECIFICATIONS. C. ON THE FIRST DAY THE FACILITY IS IN OPERATION, FOR AT LEAST EIGHT HOURS AT A TIME DIRECTED BY THE OWNER PROVIDE A QUALIFIED FOREMAN AND CREW TO PERFORM SUCH ELECTRICAL WORK AS MAY BE REQUIRED BY THE OWNER. BENCHMARK· "AS BUILT" DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ~ .. ,a-LOCATION: NORTH SIDE Of PALMER WAY, 100 FEET EASTERLY OF COUGAR DRIVE P.E. 'f-101, EXP. 3 -JI -O 'l_ RECORDED: (POINT 108, CITY OF CARLSBAD SURVEY CONTROL NETWORK) REVIE'wED BY: 3-J.'f.-t:,f. DATE ELEVATION: 246.43 DATUM: NGVD D ...... ( .. _1 7-:Z.·OJJ- l)'/SPECT□ R DATE Lru I s16T I CITY OF CARLSBAD ENGINEERING DEPARTMENT 8 !MPROVEMENT PLANS FOR: SALK AVENUE PRESSURE REDUCING STATION FOX-MILLER PROPERTY APPROVED LLOYD B. HUBBS t1 Y /4 & ,,,er;; ,-Z. k,,:1/~ RCE 23889 EXP~S12-31~ENGINEER ,/.,~/,," 7 D TE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: raj,\( DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 00-20 418-6 \ ) ' I j 010609 ·' < ' 020306 \ lr!t!IJPffl~ Qr• ~.Al~~.-~-■-= ~a-.Al~ .. D ._,, .-.I!~ z, --=:-"-w , ,~M!Q!PJ.1::11 , ,..11.JJ SAN DIEGO COUNTY, CALIFORNIA SIGNING AND STRIPING DESIGN PLANS ON SALK AVENUE AND EL CAMINO REAL TRAFFIC CONTROL DESIGN PLANS AT THE INTERSECTION OF EL CAMINO REAL AND COUGAR DRIVE CITY OF OCEANSIDE PACIFIC OCEAN "DECLARATION OF RESPONSIBLE CHARGE" 78 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I H-1VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEANED IN SECTION 6703 OF THE BUSINESS )J,ID PROFESSIONS CODE, )J,IO THAT THE DESIGN IS CONSISTENT WITH CURRENT ST)J,IDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS )J,ID SPECIACATIONS BY THE CITY OF CARLSBAD DOES NOT REUEVE ME AS ENGINEER OF WORK. OF MY RESPONSIBIUTIES FOR PROJECT DESIGN. ARM: WILWAN ADDRESS: 5930 CORNERSTONE COURT WEST. SUITE JOO CITY, ST.: SAN DIEGO CALIFORNIA 92121 TEl.£PHONE· (858) 467-6950 JACK RYDELL DATE: 06/15/05 (NAME OF ENGINEER} R.C.E. NO.: ~C~4Z~8~Z~4 __________ _ REGISTRATION EXPIRATION DATE: ~J_-=31~-~0=8 ____ _ AVE CITY OF ENCINITAS VICINITY MAP N.T.S CITY OF VISTA CITY OF SAN MARCOS SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWIV ON 1HESE PLANS WAS GENERA TED BY PHOTQGRAftl/,/ETRIC METHODS FROM INFORMATION GA 1HERED ON MAY 5. 19~ BY [Ott7LL INC. TOPOGRAPHY SHOWIV HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION 1HIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 1HE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1.996.000 E __,6"".2"'4"-7,...0"'0"-0 ______ _ BENCH MARK DESCRIPTION: SET 25• 01SK IN DRAINAGE BOX INLET ON NOR1H LOCATION:SIDE OF PALMER WAY, 100 FEET EASTERLY OF COUGAR DRIVE RECORDEDdPOINT 10B CITY OF CARLSBAD SURVEY CONTROL NE7WORK) ELEVATION: 246. 4J DA TIJM: ...... NG"'-'11,)"'----- ~ ~ ':f°" li'Y~~~\\ ~ TEIS86 t • [XI'. 6-30-07 • ff\~ LOCATION MAP SS-1 PLANS PREPARED BY• WILLDAN Serving Public Agencies 5930 Cornerstone Court West, Suite 300 San Diego, California 92121 858/467-6950 fax 858/467-1346 -www.willdan.com UNDER THE SUPERVISION □,, d //11 ~ 8 /30 /05 # JACK VRYDELL RCE C □42874 DATE ' I • I \ DATE LEGEND SHEET 22-26(TC) 1'~ ~ SHEET 21(Ss)_/ SHEET 28(TC) TC = TRAmc CONTROL DESIGN PLANS. SS = SIGNING AND STRIPING DESIGN PLANS. INITIAL ENGlNEER OF WORK REVISION DESCRIPTION en 0 '-.. a, N '-.. OJ 0 V ~ 0 0 N.T.S "' ~ -0 w > <( "' ~ <( VJ I vi I u / U"J 0 0 n oci 0 ~ ~ E _o => (/) 0 C LL / "' C 0 0. C a, "' 010609 V -0 / C a, w V -0 / 020306 01 OJ r--. N - ' ~ C V E "AS BUILT" ~00:-£sb JC)-".,,.oe P.E.{4"1£, EXP. l'!•lJf • Of, DATE Q 0 v > V 0 C 0 ~ C V LL REVIEWED BY: Cl (/4,, t w1. a.A.. .., 7·2. -oS,., INSPECTOR DATE I / u [;: LL UL] CITY OF CARLSBAD ~ 7 ENGINEERING DEPARTMENT tJ IMPROVEMENT PLANS FOR: . TITLE PAGE SIGNING, STRIPING, AND TRAFFIC CONTROL DESIGN APPROVED BY: ~ LLOYD B. HU~ /4 5 c :r&e ,;Z ~~Li ·I., ~IJ( o'" CITY ENGINEER r;i-P.E. 2381§ EXP. 12/31/05 D 1E OWN BY: . . . PROJECT NO . DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~ RVWD BY: •c~ I CT 00-20 418-6 OTHER APPROVAL CITY APPROVAL <( (le'. f-/ C "' ~ (.) ~ . '!1, 0 ~ [L ..... C ....... G) 0 -0 0 ~ ~ / "Tl en )'I.) ...Ir,, .c 00 00 ~ I 0 0.. en >, ~ 0 ~ (.) V ~ 0 SIGNING AND STRIPING GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAmc MANUAL, CALTRANS STANDARD SPECIRCATIONS {JULY 1999 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PRO'IISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DE'IIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE RELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIRCAT/ONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INmAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING {HIGH INTENSITY OR EQUAL). 6. PRIOR TO RNAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCT/ON PROJECT WILL BE RESTORED TO A 'LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE RELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPEC/RED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPEC/RED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFRC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19, 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAmC MANUAL UNLESS OTHERWISE SPEC/RED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BR£4MWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, fT SHALL BE MOUNTED USING A STANDARD CITY MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PRO'IIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIRCALLY SHOWN AS EXISTING TO RELOCATED OR TO REMAIN. "DECLARATION OF RESPONSIBLE CHARGE" SOURCE OF TOPOGRAPHY I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 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 SPECIACATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILmES FOR PROJECT DESIGN. FIRM: WILLDAN ADDRESS: 5930 CORNERSTONE COURT WEST. SUITE 300 CITY, ST.: SAN DIEGO, CALIFORNIA 92121 TELEPHONE: (858) 467-6950 __,,J~A,,,CK-'-"R.,_,YD"'£,,,_LL=-----~--------DAT£· 06/15/05 {NAME OF ENGINEER) R.C.£ NO.: -C~42~8~7~4 __________ _ REGISTRATION EXPIRATION DAT£-"'3_-"'-31,._--"0"'8 ____ _ TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY PHOTOGRAMMEJRIC METHODS FROM INFORMA TfON GATHERED ON MAY 5. 1998 BY TOW/LL INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA TfONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 212-020-23 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1,996,000 E __,6"",2"'4~7..,,,0"'0"'-0 ______ _ BENCH MARK DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH LOCA 110N: SIDE OF PALMER WAY. 100 FEET EASTERLY OF COUGAR DRIVE RECORDED: (POINT 108, CITY OF CARLSBAD SURVEY CONTROL NETWORK) ELEVA TfON: 246 43 DA 7UM:_N"'G""VD"'------ OJ [II m [I] [II [I] m [I] 0 @] ill] @] @I IE) SIGNING AND STRIPING CONSTRUCTION NOTES ALONG SALK AVENUE: INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE OR CROSSWALK AS SHOWN. CAL TRAMS STD. PLAN A24E. INSTALL TRAmc SIGN ON 2·x2· BRDIK-AWAY POST WITH ANCHOR, SAN DIEGO REGIONAL STANDARD DRAWING M-45. EXISTING SIGN AND/OR STRIPE TO REMAIN IN PLACE INSTALL THERMOPLASTIC 'STOP' PAVEMENT MARKING LEGEND, CALTRANS STANDARD PLAN A24D. REMOVE CONFLICTING STRIPE BY GRINDING METHOD AS DIRECTED BY THE ENGINEER. JOIN PROPOSED STRIPING WITH EXISTING STRIPING AT THE LOCATION AS SHOWN. INSTALL SOLID DOUBLE YELLOW CENTER STRIPE PER DETAIL 22, CAL TRANS STANDARD PLAN A20A. INSTALL TRAmc SIGN ON EXISTING DNS METAL POST AS SHOWN. REMOVE AND DELIVER EXISTING SIGN AND POST TO THE CITY. INSTALL THERMOPLASTIC TYPE IV PAVEMENT LEGEND ARROW. CALTRANS STANDARD PLAN A24A. INSTALL TRAFRC SIGN ON PROPOSED STREET LIGHT POLE AS SHOWN. INSTALL WHITE CHANNELIZING STRIPE PER DETAIL 38, CALTRANS STANDARD PLAN A20D. INSTALL SOLID DOUBLE YELLOW MEDIAN ISLAND STRIPE PER DETAIL 29, CALTRANS STANDARD PLAN A20B. INSTALL TWO-WAY LEFT TURN YELLOW STRIPE PER DETAIL 32, CALTRANS STANDARD PLAN A20C. PROPOSED TRAFFIC SIGNS ALONG SALK AVENUE MUTCD(CA) [Ijl]J[jJ] N.T.S. STO .!fill I IONE WAY:> I PARKING ANY TIME Rl-l(Rl) R6-1( RlO) ( RT) ( R26) 1-114-1 1-11-7( 1-156) □Ml-3( N-1) EXISTING TRAFFIC SIGNS ALONG SALK AVENUE [I][fil N.T.S. Rl-HRl) 1-114-2( \./53A) MUTCD(CA): MUTCD = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CA= CALIFORNIA SUPPLEMENT MANUAL PLANS PREPARED BY• UNDER THE SUPERVISION OF• d vf!, d JACK VRYDELL OJ [II m [I] [II I]] m [I] 0 @] ill] @] SIGNING AND STRIPING CONSTRUCTION NOTES ALONG EL CAMINO REAL: INSTALL LANE LINE PER DETAIL 12, CALTRANS STANDARD PLAN A20A. INSTALL BIKE LANE LINE PER DETAIL 39 ,CALTRANS STANDARD PLAN A20D. INSTALL THERMOPLASTIC BIKE LANE PAVEMENT LEGEND AND BIKE LANE ARROW. CALTRANS STANDARD PLAN A24D AND A24A. INSTALL THERMOPLASTIC TYPE IV PAVEMENT LEGEND ARROW. CALTRANS STANDARD PLAN A24A INSTALL TRAmc SIGN ON EXISTING AND/OR PROPOSED STREET LIGHT POLE AS SHOWN. INSTALL TRAmc SIGN ON 2·x2· BRDIK-AWAY POST WITH ANCHOR, SAN DIEGO REGIONAL STANDARD DRAWING M-45, EXISTING SIGN, STRIPE, AND PAVEMENT LEGEND TO REMAIN IN PLACE REMOVE EXISTING SIGN AND/OR POST AS SHOWN. REMOVE EXISTING STRIPE AND PAVEMENT LEGEND BY GRINDING METHOD AS DIRECTED BY THE ENGINEER. JOIN EXISTING AND PROPOSED STRIPE AT THE LOCATION AS SHOWN. INSTALL BIKE LANE LINE PER DETAIL 39A ,CALTRANS STANDARD PLAN A20D. INSTALL TRAmC SIGN ON EXISTING POST AS SHOWN. PROPOSED TRAFFIC SIGNS ALONG EL CAMINO REAL MUCTD(CA) @Jl]Jig] N.T.S. SPEED RIGHT LANE ® LIMIT MUST TURN RIGHT BIKE LINE 55 R7-9A(R26H) R2-1( R2) R3-7( R 18-2) r ONLY R3-5R( R59) EXISTING TRAFFIC SIGNS ALONG EL CAMINO REAL lliQJ 0ARKING ANY TIME ( R26) 1-19-2( 1-175) WILLDAN Serving Public Agencies SS-2 5930 Cornerstone Court West, Suite 300 San Diego, Callfornla 92121 858/467-6950 fax 858/467-1346 www.willdan.com N.T.S. (RS!) DO NOT PASS R4-1 ( R63) DATE INITIAL I]] 1-14-2( 1-111) WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. ____ _ DATED 5. THE STANDARD SPECIRCATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY _________ _ _____ DATED 7. THE SAN DIEGO ARD! REGIONAL STANDARD DRAWINGS AND AS MAY BE MOD/RED BY THE CfTY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMfT CONDmONS DATED·------- 9. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIRCATIONS FOR WATER, SEWER AND RECLA/MED WATER. 10. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIRCATIONS, DATED JULY 2002, THIS PLAN, AND THE SPECIAL PRO'IISIONS. 11. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAmC CONTROL DE'IICES DURING TRAmC SIGNAL INSTALLATION. STANDARD SPEC/RCA TIONS: 1. STANDARD SPECIRCATIONS FDR PUBLIC WORKS CONSTRUCT/ON, LATEST EDmON. INCLUDING THE REGIONAL AND CITY OF SAN DIEGO SUPPLEMENT AMENDMENTS, 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAmC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES,• LATEST EDmON. 3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIRCATIONS, LATEST EDITION. STANDARD DRAWINGS: 1. CITY OF CARLSBAD STANDARD DRAWINGS, INCLUDING ALL REGIONAL STANDARD DRAWINGS, LA TEST EDmON. 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, LATEST EDmON. 3. MANUAL ON UNIFORM TRAmC CONTROL MANUAL {MUTCD) WITH CALIFORNIA SUPPLEMENT MANUAL, LATEST EDITION. BUILT" (s ~BJ-~ -~-1 b• r,e, P.E~-4-Ci729 EXP.l:2.·.,J·0e, DATE REVIEWED BY: \) -vi ~-v"I ~ -l·Z.·OY INs(PECTOR DATE uTI CITY OF CARLSBAD LMJ 8 ENGINEERING DEPARTMENT B IMPROVEMENT PLANS FOR: SIGNING AND STRIPING NOTES .,,,..,,_ SALK AVENUE APPROVED BY: _ I'""' LLOYD ~ ,.BBS /44 --~#. t,P-'~,nf., '·,, -, CITY ENGINE'rn-P.E. 2--EXP. 12/31 /05 ' DATE OWN BY: . . . PROJECT NO. DATE INITIAL DATE INITIAL ~ A {)l I I DRAWING NO. 8/30/05 CHKD BY: REVISION DESCRIPTION RVWD BY: '" CT 00-20 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL 418-6 RCE C042874 DATE '[) 0 '-... °' N '-... w 0 iii ~ 0 0 "" ~ u w > <{ "' " <{ (J) I vi I u / '[) 0 ci n w 0 ~ +' E _o ~ VJ 0 C l.L / "' C: 0 Q_ C 0·10 609 0, "' U) u / C 0, "' :-, U) u O'L0306 . I / 0) ) w c.. N - ~ C: U) E \ Q_ 0 v > V 0 C 0 ~ C U) LL 0 I / u LL LL <{ "' f-/ "' C ~ u .'l!., :E 0 L (l_ C ..... G) 0 00 u ~ 0 .,::ii. / <ii "T1 ..lo _c "' 00 ~ 00 0 (l_ I >, O') L 0 ~ 0 V L 0 R1-1(R1) "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE OESIGN 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 CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT OESIGN. FIRM: WILLDAN ADDRESS: 5930 CORNERSTONE COURT WEST. SUITE JOO CITY, ST.: SAN DIEGO, CALIFORNIA 92121 TELEPHONE· (858) 467-6950 .,Jc-'A_,,,CK"-"R""YD"'EceL,,__L -~-------DATE: 06/15/05 (NAME OF ENGINEER) R.C.£ NO.: ~C=4=28=7~4 __________ _ REGISTRATION EXPIRATION DATE: ~J~-=J~1-~0=8 ____ _ DRIVEWAY CURB CURB SALK SCALE 1" = 40' 40 0 40 80 CURB / R26{CA) // 60' 12 / / R26A / / / 60' ' 22 --' _✓./ R/W ----~~-----_ 21 "" ---1 _ ---~-----------+------<------~- / R/W ___ -:--_ -:t-="~~-s;.--------- SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON 71-IESE PLANS WAS GENERA TED BY PHOTOGRAMMETRIC MEll-/ODS FROM INFORMA 770N GA 71-IERED ON MAY 5. 19-2/l BY TOW/LL /NC TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 770NAL MAP ACCURACY STANDARDS. PROJECT LOCATION 71-IIS PROJECT IS LOCATED W/71-IIN ASSESSORS PARCEL NUMBER(S) 21 -020-23 71-IE CALIFORNIA COORDINATE INDEX OF 71-/IS PROJECT IS: N 1.996.000 E ~6=,Z-1~Z~-0=0=0 ______ ___ BENCH MARK DESCRIP770N: SET 2.5" DISK IN DRAINAGE BOX INLET DN NORTH LOCA770N:SIDE OF PALMER WAY. 100 FEET EASTERLY OF COUGAR DRIVE RECORDED: (POINT 108. CITY OF CARLSBAD SURVEY CONTROL NETWORK) ELEVA770N: 246 43 DATUM:_NG_VD ____ _ CURB DRIVEWAY .~·~ $",j.,-1--Rr~~ ~ .. ,!::'j ~· <.o '" • Iii C□42874 l:l * EXP, 3-31-08 * CJy\\, F CAI.. .... ,.,.. .......... ------------~-=--------// -----/ -----------'" ~'f. ---- 2 R26(CA) s~ _______ ------::: SS-3 PLANS PREPARED BY, WILLDAN Serving Public Agencies 5930 Cornerstone Court West, Suite 300 San Diego, California 92121 858/467-6950 fax 858/467-1346 -www.willdan.com UNDER THE SUPERVISION □F, d £t-~ 8/30/05 J JACK v RYDELL RCE C □42874 DATE / DATE ~'f'.r:, R~ 1,\l s 11 R26{CA) INITIAL ENGINEER OF WORK AVENUE R/W\--------------:=::::3~~~-~--:::~~:::::.,~~:::;:_,:::::,,_~::::=:.-=------ ,-__-------------------------100''----""1', --\-----+------ -\ -------- TYP RJ-5R(R59} DATE 2 R1-1(R1} & DSN INITIAL DATE INITIAL REVISION DESCRIPTION 011-iER APPROVAL CITY APPROVAL '\ I I SCALE 1" = 40' 40 0 40 DRIVEWAY SCALE 1• = 40' ------ 0=54. • L=2J 40 0 EL CAMINO REAL 40 80 80 '){ BUILT" ,,,~ " pT l#,16,·0e, P.LC.4-i1f9 EXP. \,Z·-11 · 00> DATE REVIEWED BY: ~v[(wlc.L,._,. -f·Z·o~ INS ECTOR DATE I s19T I CITY OF CARLSBAD I s28Ts I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: SIGNING AND STRIPING DESIGN SALK AVENUE --.. ~ROVED BY: ,,? ~,7/{! LLOYD B. HUBBS -.,/£,, ,,~, ·"' 1 /1,/r,-_ CITY ENGINEER l'/P,E. 23889,, EXP. 12/31/05 " DA'IE DWN BY: ,. ' PROJECT NO. DRAWING NO. CHKD BY: ~ .6. l'\Q1"1 CT 00-20 418-6 RVWD BY: J,O i- , - U) 0 "-m N "-OJ 0 V >' 0 0 O' ~ -,:, w > <( "' __J <( If) I VJ I () / ,o 0 0 n OJ 0 ~ ., E _D => [J) 0 C [;: / u, C 0 Q_ C "" u, Q'\0609 w 0 / L O' u, " -o / \ m CX) 07.0306 r---N I ~ C " E } Q_ 0 a) > V 0 C 0 ~ C " l,__ 0 :r: / l) c;: l,__ <( nc: I- / C u, ~ '-' -~ :E 0 L Q_ ..... C "'° G) 0 -o 0 3' .a::. / "Tl (ii ~ ~ -'-' 00 00 ~ 0 I Q_ en >, L 0 ~ '-' " ,_ 0 ------ ------------- ---------- ---------- "--=--=:..--->~-" ---------- ---cc_-,. ----- ------ ------ ---- --------- "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEANED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIACATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ARM: W/LLDAN ADDRESS: 5930 CORNERSTONE COURT WEST. SUITE JOO CITY, ST.: SAN DIEGO. CALIFORNIA 92121 TELEPHONE· (858) 467-6950 -,;JA~C=K~R~YD=£=LL~~--------DATE: 06/15/05 {NAM£ OF ENGINEER) R.C.£ NO.: ~C~4~28~7__,4c._ __________ _ REGISTRATION EXPIRATION DATE: ~J~--"J_,_1-__,0,,,8'---------- ------- ---------- --------- SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMEffilC METHODS FROM INFORMATION GATHERED ON MAY 5. 1998 BY TOW/LL INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 212-020 23 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1. 996.000 E -'6,,.."'24:t,lee, 0.,.0,,,0c__ _____ _ BENCH MARK DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH LOCATION:SIDE OF PALMER WAY. 100 FEET EASTERLY OF COUGAR DRIVE RECORDED: (pOINT 108. CITY OF CARLSBAD SURVEY CONffiOL NETWORK) ELEVATION: 246.43 DAT/JM:~NG=VD~---- PLANS PREPARED BY• UNDER THE SUPERVISION OF• d~~t ,~/ J JACK VRYDELL SCALE 1" = 40' 40 0 40 80 SCALE 1" = 40' ------40 0 40 80 "AS BU I LT" 1 'GO R A -r~> · "· ,,__ oe P.F'-'4-'1:zg9EXP. 1'2• ,31,00 DATE REVIEWED BY: V, ,frohl-/ - IN.SPECTOR 7· .z. .. 0 ;p..- DATE fstfilil CITY OF CARLSBAD ~ ,--------t---+--+------------------t----1---1----+---I ~ ENGINEERING DEPARTMENT ~ SS-1 ~IMP=R=oVEME=-==m=P=LAN=s=ro=~======-==~ TITLE PAGE WILLDAN EL CAMINO REAL UTILITY POTHOLE TRAFFIC CONTROL DESIGN PLANS Serving Public Agencies APPROVED BY: ,C,,,;,,4. LLOYD B. HUBBS 4...Cv,.~:? ½"~:,. #1-,t,.~/e/4 CITY ENGINEER ti P.E.2:fuef EXP. 12/31/05 ·' DATE 5930 Cornerstone Court West, Suite 300 San Diego, California 92121 l----+---+-------------------J.--~e----4---e-----1 858/467-6950 fax 858/467-1346 www.willdan.com 8/30/05 RCE CO42874 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: 0 • PROJECT NO. DRAWING NO. ~~~ ~r ~:~ "±' CT 00-20 418-6 co 0 "' o; N "-ro 0 <U ~ 0 0 0, ~ v _j ,,: w Q'. 0 z 2 q u _J w I in I u / co 0 ci n 00 0 ~ ~ E _o 0 VJ 0 C c:: / co C 0 Q_ C '" 0'\0609 co <U v / C '" co <U -0 · ... < / 020306 0, 00 ~ N _µ C \ <U E Q_ I 0 OJ • ' > / <U 0 C 0 ~ C V LL 0 :r: / u G:: LL q Q'. 1-- / C co ~ u ,Q, :E 0 L Q_ ~ C C') 0 0 -0 3c 0 .i:. / "T1 Vi ~ ~ .c ex, 00 ~ 0 I '.)_ >, c,) L 0 ', u <U L 0 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, Tl/AT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 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 SPECIRCATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBIUTIES FOR PROJECT DESIGN. FIRM: WILLDAN ADDRESS: 5930 CORNERSTONE COURT WEST. SUITE JOO CITY, ST.: SAN DIEGO CALIFORNIA 92121 TELEPHONE: (858) 467-6950 JACK RYDELL DATE: 06/15/05 (NAME OF ENGINEER} R.C.£ NO.: .,,Ccc42,.,8,,.724 __________ _ REGISTRATION EXPIRATION DATE: ~J_-=31~-~0=8 ____ _ 7YP 9 CURB EL SOURCE OF TOPOGRAPHY TOPOGRAPHY SHO'MII ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMEffilC METHODS FROM INFORMATION GATHERED ON MAY 5. 19.fil!. BY TOW/LL INC. TOPOGRAPHY SHO'MII HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION 7YP 10 THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 212-020-23 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1 996 000 E ~6=,-24~Z~Q~Q~Q~------ BENCH MARK DESCRI PT/ON: SET 2.5" DISK IN QR AINA GE BOX INLET ON NORTH LOCATION: SID[ OF PALMER WAY. 100 FEET £AST£RL Y OF COUGAR DRIVE RECORDED: (POINT 108. CITY OF CARLSBAD SURVEY CONffiOL NETWORK) ELEVATION: 246.43 DA TUM: NG\ID SALK AVENUE CAMINO PLANS PREPARED BY, UNDER THE SUPERVISION or, WILLDAN Serving Public Agencies SCALE 1" = 40' 40 0 40 80 SCALE 1" = 40' ------40 0 40 80 REVIEWED BY: Q,1,1 c. i,1,t r;L.,,,_, -1 · 2 • V2'.'. l~PECTOR DATE r-----t----+--+--------------t-----t---t---t-----11 S2HEJET I CITY OF CARLSBAD I S2HEBETS I ENGINEERING DEPARTMENT ~='...'.::::========:::::..::=::::::; SS-2 IMPROVEMENT PLANS FOR: SIGNING AND STRIPING DESIGN EL CAMINO REAL 5930 Cornerstone Court West, Suite 3001---+--+-------------------j---t----fr---t----, APPROVED BY: r--. LLOYD B. HUBBS San Diego, California 92121 ~~~8':-~~~-5:d~?~-~)4~~~~~~~-;;-;;;;-,;.. s/u/o(i, 858/467-6950 fax 858/467-1346 CITY ENGINEER P.E. 23BB EXP. 12/31/05 DATE www.willdan.com DATE INITIAL DA TE INITIAL 8 30 05 RCE C042874 DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: CHKD BY:_.;;,;a."""'I RVWD BY: PROJECT NO. DRAWING NO. CT 00-20 418-6 ,o 0 "-m N "-CD 0 V '" 0 Cl O' ~ 'O _J <t w 'l'. 0 z 2 <t u I w I 1/) I u / U') 0 c-j CJ CD 0 ~ ~ E n ~ If) 0 re LL / m C 0 Q C G1D609 O' m V v / C CT m J -, V v 020306 / m uJ " N ~ C V E i Q 0 V > V 0 C 0 ~ C ro LL 0 l / u LL LL <t CY C f-- / m ~ ~ u _g/_ 0 L ~ G') o._ ..... C 0 0 v ~ ~ -n ~ / vi ~ 00 00 SC I ~ 0 en Q_ >-L 0 " u V L 0 TRAFFIC CONTROL SPECIAL NOTES: THE FOLLOWING NOTES ARE PROV/OED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEm OF WORK. THE CITY ENGINEER'S SIGNA TUR£ ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2. CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SfTE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. J. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT ALL SLOPES, TREETS AND UTILIT/£5, ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING WORK BY CALLING THE ENGINEER OF WORK. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT RESULT FROM THEIR OPERATIONS BY APPROPRIATE MEANS {GRAVEL BAGS, HAY BALES, TEMPORARY DESALTING BASINS, DIKES, SHORING ETC.) UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHATEVER OWNER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. 4. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES sumctENTL y AHEAD OF CONSTRUCT/ON TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 5. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCT/ON OF NEW WORK. 6. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL VERIFY LOCATION OF UNDERGROUND UTILITIES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. 7. CONTRACTOR SHALL NOTIFY THE GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. NOTICE.· ALL ELECTRICAL AND G4S SERVICES ARE 'UNDERGROUND INSTALLATIONS" FOR LOCATION OF ELECTRICAL CABLES AND G4S PIPING AND APPURTENANCES, CONTACT THE SAN DIEGO G4S & ELECTRIC COMPANY, TELEPHONE: {800} 660-7343 .. 8. CONTRACTOR SHALL NOTIFY THE TELEPHONE COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVE. NOTICE: ALL TELEPHONE SERVICES ARE 'UNDERGROUND INSTALLATIONS: FOR LOCA T/ON OF CABLES AND APPURTENANCES, CONTACT SBC, TELEPHONE: {800} 892-0123. 9. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE EXPENSE OF THE CONTRACTOR. 32 24• 6' 7" 7" J" 3" 2" 7• R=5' • ct R=/0" -- 10· J" CONCRETE BARRIER TYPE 50 DETAIL (K-RAIL) N.T.S. R=t• "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE Tl/AT I AM THE ENGINEER OF WORK FOR THIS PROJECT, Tl/AT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 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 CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: WILLDAN ADDRESS: 5930 CORNERSTONE COURT WEST. SUITE JOO CITY, ST.: SAN DIEGO CALIFORNIA 92121 TELEPHONE.· (858) 467-6950 JACK RYDELL DATE: 06/15/05 {NAME OF ENGINEER) R.C.E. NO.: ~C~42-8_7~4 __________ _ REGISTRATION EXPIRATION DATE: -J_--3_1-_0-8 ____ _ TRAFFIC CONTROL SIGNAGE NOTES 1. NOT LESS THAN ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAmc CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTOR/ZED AS SPECIFIED IN THE SPECIFIED IN THE SPECIFICATION. J. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. 4. A C 1 J "END CONSTRUCT/ON" OR C 14 "END ROAD WORK" SIGN, AS APPROPRIATE. SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA OBVIOUS, OR ENDS WITHIN A LARGER PROJECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAmC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. 6. FLASHING ARROW SIGNS SHALL BE EITHER TYPE I OR TYPE II. SILENT TYPE IN POP ULA TED AREAS. FLASHING ARROW SIGNS SHALL BE USED ON ALL STREETS THAT HAVE AN ADT OF 5000 OR MORE OR AT THE DIRECTION OF THE CITY ENGINEER. 7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1 AND 50 FOOT MAXIMUM SPACING ON TANGENT. 8. AOO/TIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAmc QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE LUM/NA TED AS NOTED IN SECTION 5-04. 6 OF THE "MANLIAL OF TRAmc CONTROLS~ 9. PLACE CJO "LANE CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS. 10. WHEN A PILOT CAR IS USED, PLACE C37 iRAFFIC CONTROL- WAIT FOR PILOT CAR" SIGN. 11. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WORK END OR HOLIDAY SHALL BE POST MOUNTED. 12. CONSTRUCT/ON AREA TRAmc CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CALTRANS STANDARD SPECIFICATIONS. WORK HOURS 8:30 AM TO 3:30 PM TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESTRICTED TO 8:30 AM TO 3:JO PM UNLESS APPROVED OTHERWISE. 2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. J. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, ANO MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAr" SIGNS STATING THE DATE ANO TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT {760)931-2197 TO VALIDATE POSTING. 5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE. 6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON- WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIF/CALLY SHOWN ON THE APPROVED TRAmC CONTROL PLAN. PLATES SHALL HA VE CLEATS AND COLD MIX AT THE EDGES. 7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT {760} 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAmC SIGNAL LOOP DETECTORS WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF DAMAGED. UTILITIES INSTALLED WITHIN 100 LF OF A SIGNALIZED INTERSECTION SHALL BE INSTALLED BY TRENCHLESS METHODS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS AUTHORIZED REPRESENTATIVE. 10. FLAG GERS SHALL BE EQUIPPED WITH A WHfTE HARD HAT, AN ORANGE VEST, AND A C28 "STOP /SLOW" PADDLE ON A 5 FOOT STAFF. 11. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR. 12. ALL TRAmC CONTROL SHALL BE IN ACCORDANCE WITH THE CALTRANS MANUAL OF TRAWC CONTROL FOR CONSTRUCUON ANO MAINTENANCE ZONES LATEST EDITION. 13. TRAFFIC "CONTROL PLAN SUBMfTTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND Ql/ALITY ILLUSTRA TEO ON THIS SHEET. 14. ALL TRAmc CONTROL DEVICES SHALL BE REMOVED FROM VIEW WHEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO /NIT/A TE FIELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHALL CALL NCTO AT {760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR ANO PRIME ARTERIALS. 18. THIS TRAmc CONTROL PLAN IS NOT VALID UNTIL WORK DA TES ARE APPROVED. THE CONTRACTOR SHALL CALL THE ENGINEERING TO OBTAIN A PERMIT A MINIMUM OF TWO (2) WEEKS PRIOR TO STARTING WORK. R96 R96 19. THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND SERVICE ALERT A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATION AT 1-800-422-4133. 20. EXCAVATIONS. EXCEPT AS SHOWN ON THE PLANS, TRENCHES SHALL BE BACKFILLW OR TRENCH-PLATED AT THE ENO OF EACH WORK DAY. AN ASPHALT RAMP SHALL BE PLACED AROUND EACH TRENCH PLATE TO PREVENT THE PLATE FROM BEING DISLODGED. UPON COMPLETION OF EXCAVATION BACKRLL, THE CONTRACTOR SHALL PROVIDE A SATISFACTORY SURFACE FDR TRAFFIC. WHEN CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, THE CONTRACTOR SHALL MAINTAIN ALL TRAVEL LANES OPEN TO TRAFFIC, EXCEPT AS SHOWN ON THE PLANS. 21. THE CONTRACTOR SHALL REPAIR OR REPLACE TRAmc CONTROL DEVICES {INCLUDING TRAmc SIGNS, STRIPING, PAVEMENT MARKERS, PAVEMENT MARKINGS, LEGENDS, CURB MARKINGS, LOOP DETECTORS, TRAmc SIGNAL EQUIPMENT, ETC.) DAMAGED OR REMOVED AS A RESULT OF OPERATIONS ANO NOT DESIGNATED FOR REMOVAL REPAIRS AND REPLACEMENTS SHALL BE EQUAL TO EXISTING IMPROVEMENTS. 22. CONTRACTOR SHALL NOTIFY THE TRANSIT COMPANY A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO EXCAVATION, CONSTRUCTION, OR TRAmc CONTROL AFFECTING BUS STOPS. 23. TRAFFIC SHALL BE ACTUATED AT ALL TIMES. CONTRACTOR SHALL USE VIDEO DETECTION IF NECESSARY. 24. CONTRACTOR SHALL USE A MINIMUM OF THREE BARRICADES PER LANE. BARRICADE SHALL BE TYPE I, II, Ill FOR CLOSURES LASTING ONE WEEK OR LESS AND TYPE Ill FOR CLOSURES LASTING LONGER THAN ONE WEEK. 25. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS ANO PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. STANDARD SPECIFICATIONS: 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LATEST EDITION. INCLUDING THE REGIONAL AND CITY OF SAN DIEGO SUPPLEMENT AMENDMENTS, EDITION. 2. CALIFORNIA OEPART.MENT OF TRANSPORTA T/ON, "MANUAL OF TRAmc CONTROL FOR CONSTRUCT/ON AND MAINTENANCE WORK ZONES,• LATEST EDITION. 3. CALIFORNIA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST STANDARD DRAWINGS: 1. CITY OF CARLSBAD STANDARD DRAWINGS, INCLUDING ALL REGIONAL STANDARD DRAWINGS, LATEST EDITION. 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS, LATEST EDITION. J. MANUAL ON UNIFORM TRAmc CONTROL MANUAL {MUTCO) WITH CALIFORNIA SUPPLEMENT, LA TEST WIT/ON. TRAFFIC CONTROL GENERAL NOTES: /, DISTANCES BETWEEN SIGNS ARE MINIMUMS ANO MAY BE INCREASED TO CLEAR INTERSECTIONS, DR/VEWA YS ANO OBSTRUCTIONS. 2. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES, IF SPECIAL APPROVAL IS GRANTED BY THE CITY TRAmC ENGINEER TO CLOSE OR INTERFERE IN ANY WAY WITH A DR/VEWA Y, THEN THE CONTRACTOR SHALL NOTIFY THE OWNER OR OCCUPANT {IF NOT OWNm- OCCUP/£0} OF THE CLOSURE OF DRIVEWAYS AT LEAST FIVE {5} WORKING DAYS PRIOR TO THE CLOSURE. THE CONTRACTOR SHALL FULLY EXPLAIN TO THE OWNm/OCCUPANT HOW LONG THE WORK WILL TAKE ANO WHEN CLOSURE IS TO START. J. CONSTRUCT/ON SHALL TAKE PLACE IN ONE PHASE AT A TIME. 4. IF PARKING IS ALLOWED IN ADVANCED WARNING AREA, ALL ADVANCE WARNING SIGNS SHALL BE ON FLAG TREES. 5. SPACING BETWEEN DELINEATORS SHALL BE 50' UNLESS OTHERWISE NOTED. R49M R49M2 R49M2 SIDEWALK CLOSED CROSS AT INTERSECT/ON NOTE: THIS STANDARD FOR PEDESTRIAN CONTROLS ONLY. END CONSTRUCTION N/A{C1J) OULD WORK W21-5B{C24) RIGHT LANE MUST TURN RIGHT R3-7{R18-1} W4-2(W11) APPROACH SPEED (M.P.H) 25 30 35 40 45 50 50+ io ~ I 00 ROAD WORK SPEED LIMIT 45 N/A{C17} AN LOS N/A{CJO} LEFT TURN ONLY N/A{R42) TYPICAL CONSTRUCTION SIGNS (S.D.R.S. TC-98) N.T.S. N/A{C/8) N/A{C20) LANE OULD CLOSED N/A(C30(BIKE)) N/A{CJOA} SIDEWALK SIDEWALK CLOSED CLOSED USE CROSS AT OTHER SIDE INTERSECTION N/A(R49M) N/A{R49M2} MUTCD(CA): MUTCD = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES CA= CALIFORNIA SUPPLEMENT MANUAL DIRECTION OF TRAVEL / SAND FILLED MODULE APPROACH SPEED 62MPH OR LESS CALTRANS STANDARD PLAN T2 MUTCD(CA) BIKE LANE CLOSED AHEAD N/A(C20(BIKE}} RJ-1(R16) R9-JA{R96} EDGE OF TRAVEL WAY EDGE OF SHOULDER TEMPORARY CRASH CUSHION SAND FILLED (ARRAY 'TS14') DETAIL DETAIL A N.T.S. RECOMMENDED SIGN SPACING FOR ADVANCE WARNING SIGN SERIES TABLE TABLE 2 TABLE 3 \ TAPER LENGTH NUMBER OF SPACING OF • CONES FOR CONES ALONG L1 TAPER• TAPER (FEET) ± 125 6 25 180 7 JO 245 8 35 320 9 40 540 13 45 600 13 50 1000 21 50 APPROACH SPEED L2 • {M.P.H) (FEET)± 0-30 200 30-45 JOO OVER 45 500 • INCREASE BY 20% ON SUSTAINED DOWNGRADES STEEPER THAN 3% AND LONGER THAN 1 MILE. APPROACH MINIMUM DISTANCE IN FEET LJ SPEED BETWEEN FROM LAST---! {M.P.H} SIGNS• SING TO TAPER) 0-25 200' 200' 30-40 350' 350' 45-50 500' 500' OVER 50 1000' 1000' • EXACT SPACING MAY VARY DUE TO PHYSICAL RESTRAINTS. • BASED ON 12 FOOT WIDE LANE. THIS COLUMN IS ALSO APPROPRIATE FOR ')!: BUILT" ~ 8-,_ '(€>,., ~. lb, oe, SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY PHOTOGRAMMETRIC METHODS FROM INFORMATION GATHERED ON MAY 5, 19~ BY TOf\1LL INC, TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 21 -0 0-23 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1,996.000 E ~6-.2~4~7,_0-00~------· BENCH MARK DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH LOCATION: SIDE OF PALMER WAY. 100 FEET EAS7ERL Y OF COUGAR DRIVE RECORDED:(pOJNT 108. CITY OF CARLSBAD SURVEY CONTROL NETWORK) ELEVATION: 246.43 DA TIJM:~N=G~VD~---- K CLOSURE TYPICAL SIDEWAL N.T DETAIL .s. PLANS PREPARED BY· UNDER THE SUPERV IS IDN □F, d_ v!, .J JACK VRYDELL LANE WIDTHS LESS THAN 12 FEET. TC-1 WILLDAN Serving Public Agencies 5930 Cornerstone Court West, Suite 300 San Diego, California 92121 858/467-6950 fax 858/467-1346 www.willdan.com DATE INITIAL DATE INITIAL B/30/05 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL RCE C□42874 DATE ' P.E.CA-1;7£:!?EXP. l~•.,1• c:e DATE REVIEWED BY: \/ • .-1 <"-WI Jl .. -1-z •12P" IN1PECTOR DATE CT£] CITY OF CARLSBAD I szoTS I '2 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: TRAFFIC CONTROL NOTES, SIGNS, AND DF:l'Ailll n••• EL CAMINO REAL APPROVED BY: Pt:N'? LLOYD B. HUBBS d· <,ecCr1. ~~i& ~/,.~4 CITY ENGINEER c7r.E'.z3 -~ EXP. 12/31/05 -D-- DWN BY: ··~ PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: s. . . CT 00-20 418-6 CITY APPROVAL RVWD BY: •c \, } "1 0 "-°' N "-ro 0 '" ~ 0 0 O' 3 " 0 C E 0 u '" " C 0 .Y 0 V, -0 C 0 ~ u '" V, L '" ~ C I u f- I u / "' 0 0 n o:i 0 ~ ~ E .Q " (fl 0 C LJ_ / V, C 0 o_ C 0'\0609 O' V, V " / C O' V, V " / o-2D3o6 \ en CT] " N ~ ~ C '" E \ Q 0 '" I > V / 0 C 0 ~ C '" LJ_ 0 I / u Cc: LJ_ <{ O'.'. f-C / V, ~ ~ u 0) •-, t,.,) 0 L t,.,) C) Q_ C 0 0 " .,:=. ~ "T1 / t,.,) ~ vi 00 00 ,C I ~ 0 0, Q_ >, L 0 ·<' u '" L 0 I l LEGEND N.T.S. WORK ARD\ tw/41 PORTABLE SIGN ~ CHANNELIZING PORTABLE DEL/ND\ TOR • (BARRELS WITH REFLECTOR/ZED MATERIAL) FLASHING ARROW SIGN (CHEVRON MODE, UNLESS OTHERWISE NOTED) ~ DIRECTION OF TR4VEL BARRICADE a CR4SH CUSHION EfHf} 8 i XJ T£MPOR4RY 1 OFT SECTION CONCRETE -BARRIER WITH REFLECTORS EXISTING SIGNALIZED INTERSECTION ~ DIRECTION OF DELINDITORS (NOT PAVEMENT STRIPE) "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER 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 DR4 WINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: WILLOAN ADDRESS: 5930 CORNERSTONE COURT WEST. SUITE JOO CITY, ST.: SAN DIEGO CALIFORNIA 92121 TELEPHONE: (858) 467-6950 -;J~AC=K-'c--'-'R~YD=£=LL~=-c--------DAT£: 06/15/05 (NAME OF ENGINEER) R.C.£ NO.: ~C~42=8~7~4 __________ _ REGISTR4TION EXPIR4TION DAT£: =J_-=31~-~0=8 ____ _ ' 0 l/') (') ,----.._ I-:r: ,<r. (_') Ct:'. w Zs: _JQ _J :r: w om ~w Lw (I) '-" SOURCE OF TOPOGRAPHY ' 0 0 l/') TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRIC METHODS FROM INFORMATION GATHERED ON MAY 5. 19.fil!_ BY TOW/LL INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 212-020-23 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1.m~ E~6-.Z-f~7=,o=oo ______ _ BENCH MARK EL DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH LOCATION:SIDE OF PALMER WAY, 100 FEET EAS1ERLY OF COUGAR DRIVE RECORDED: (POINT 108. CITY OF CARLSBAD SURVEY CONTROL NETWORK) ELEVATION: 246.43 DATUM:-N=G=VD~---- F> 11-11 ~---. E:: I EL TC-2 PLANS PREPARED BY• WILLDAN Serving Public Agencies 5930 Cornerstone Court West. Suite 300 Son Diego. California 92121 858/467-6950 fax 858/467-1346 UNDER THE SUPERVIS!□N □F, www.willdan.com d /,;t./ 8/30/05 d' JACK v RYDELL RCE C□42874 DATE TRAFFIC CONTROL CONSTRUCTION NOTES: (J] INSTALL TEMPORARY CR4SH CUSHION SAND FILLED PER CALTRANS STANDARD PLAN T2 ARR4Y 'TS14'. SEE DETAIL ';4". (]] INSTALL 10 OR 20FT LONG CONCR£T£ BARRIERS WITH REFLECTOR/ZED MARKERS AT 1:10 TAPER. [Ij INSTALL IO OR 20FT CONCR£T£ BARRIERS WITH REFLECTOR/ZED MARKERS AROUND THE CONSTRUCTION ARD\. [Ij INSTALL CHANNELIZING DEVICE BARRELS FOR A DISTANCE AS SHOWN. IT) INSTALL TYPE "p" MARKER (REFLECTOR) AT THE ANGLE POINT {P.I.) SECTION OF THE T£MPOR4RY CONCR£T£ BARRIER. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL SCALE 1" = 40' ------40 0 40 80 SCALE 1" = 40' -----40 0 40 80 "A BUILT" \,:)@2-,m ,>s-Ii,. It,,. oe P.E.G.4-fi7~°9EXP. 1'2' ~1,0~ DATE REVIEWED BY: (7,.1,11 C "•\ • J 7•2.•~JY' INSPECTOR DATE 1 sz3TI CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: TRAFFIC CONTROL DESIGN EL CAMINO REAL ~ROVED BY: ., F~ LLOYD B. HUBBS /4 ~ .,_,.,-; d /CV~Q:I:.. i ~'}/,,,'2 CITY ENGINEE~E. 2388-EXP. 12/31/05 'DTE DWN BY: S.A. I I PROJECT NO. DRAWING NO. CHKD BY: C 11 l U-u-irl CT 00-20 418-6 RVWD BY: J.R. . 11 m 0 ....... m N ....... OJ 0 V .~ 0 n m ~ cl 0 C [ 0 u Qi cl C u .Y 0 "' C 0 -u V "' L V -C I u f- l u / '° 0 ci n co 0 C [;: / "' C 0 L m "' V cl / m OJ " N -C V E 0. 0 §! Q) Cl L 0 ~ C V lL C u cl .c ~ 0 [L >, L 0 ~ u Q) L .. ----------------------------------------------------------------------------------------------------------------------------------------------.. 0 "~-" \) I \ / LEGEND WORK AREA PORTABLE SIGN CHANNELIZING PORTABLE DELINEA TOR (BARRELS WITH REFLECTOR/ZED MATERIAL} FLASHING ARROW SIGN {CHEVRON MODE, UNLESS OTHERWISE NOTED} DIRECTION OF TRAVEL BARRICADE CRASH CUSHION TEMPORARY 1 OFT SECTION CONCRETE BARRIER WITH REFLECTORS EXISTING SIGNALIZED INTERSECT/ON DIRECTION OF DELINEA TORS {NOT PAVEMENT STRIPE} N.T.S. • ffHf} 8 + Kl -[§] "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEANED 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 SPECIACATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ARM: WILLDAN ADDRESS: 5930 CORNERSTONE COURT WEST. SUITE 300 CITY, ST.: SAN DIEGO CALIFORNIA 92121 TELEPHONE: (858) 467-6950 --;JA~C=K=-'-'-R~YD=E=LL~=c--------DATE: 06/15/05 (NAME OF ENGINEER) R.C.£ NO.: =C~42=8~7~4 __________ _ REGISTRATION EXPIRATION DATE: =3_-=31~-~0=8 ____ _ ' 0 lfJ 0'l SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRIC METHODS FROM INFORMA TlON GATHERED ON MAY 5. 19.fil! BY TOW/LL INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA TlONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NUMBER(S) THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1.996,000 E __,,6-..2.:i4"'7."'0""00,L_ _____ _ BENCH MARK DESCRIPTTON: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH 0 0 lfJ LOCA TlON: SIDE OF PALMER WAY, 100 FEET EASTERLY OF COUGAR DRIVE RECORDED: (POINT 108. CITY OF CARLSBAD SURVEY CONTROL NETWORK) ELEVATTON: 246.43 DATUM:~NG=VD~---- I EL UNDER THE SUPERVISl □N □F• II TRAFFIC CONTROL CONSTRUCTION NOTES: OJ INSTALL TEMPORARY CRASH CUSHION SAND ALLED PER CALTRANS STANDARD PLAN T2 ARRAY 'TS/4'. SEE DETAIL ':4'. [II INSTALL IO OR 20FT LONG CONCRETE BARRIERS WITH REFLECTOR/ZED MARKERS AT 1:10 TAPER. [TI INSTALL 10 OR 20FT CONCRETE BARRIERS WllH REFLECTOR/ZED MARKERS AROUND THE CONSTRUCTION AREA. [I) INSTALL CHANNELIZING DEVICE BARRELS FOR A DISTANCE AS SHOWN. [I) INSTALL TYPE •p• MARKER {REFLECTOR} AT THE ANGLE POINT {P.I.} SECTION OF THE TEMPORARY CONCRETE BARRIER. SCALE 1• = 40' ------40 0 40 80 REVIEWED BY: 0 JV'\CJ1"I ~ -, · 1.. · 0 f>-' 1NskToR DATE ~ CITY OF CARLSBAD f S2HEBETSI ,------+---+---t------------------i-----1----i----+------i ~ ENGINEERING DEPARTMENT 1----1-----i-----------------+----11----t----+-----t TC-3 WILLDAN Serving Public Agencies 5930 Cornerstone Court West, Suite 300 San Diego, California 92121 858/467-6950 fax 858/467-1346 www.willdan.com 8 30 05 RCE CD42874 DATE >----+----+------------------t---t----+----+-----1 DA TE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: TRAFFIC CONTROL DESIGN EL CAMINO REAL APPROVED BY: r:cJH LLOYD B. HUBBS «· « .. ~ k~V,,.,,._,,:-, ., Iv Ice,, CITY ENGINE~ P.E. 2388 Elir12/31 /05 1 DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: S.A, RVWD BY: CT 00-20 418-6 ,n 0 '--.. m N '--.. ro 0 E u u " C u C 0 ~ u V VJ L V ~ C I u f- l u / ,n 0 ci n (XJ E _Q " (/) 0 C [;: ./ VJ C 0 Q_ ~ C V E Q_ 0 <ij > Q> n C 0 ~ C V LJ_ ci C u " 3: / vi _c -0 o_ >, ~ 0 -u V ~ -----------------------------------------------------------------------------------------------------------------------------------------------.. 0 010609 / LEGEND WORK ARE4 PORTABLE SIGN CHANNELIZING PORTABLE DELINE4 TOR (BARRELS WITH REFLECTOR/ZED MATERIAL) FLASHING ARROW SIGN (CHEVRON MODE, UNLESS OTHERWISE NOTED) DIRECTION OF 7R4W:L BARRICADE CRASH CUSHION TEMPORARY I OFT SECTION CONCRETE BARRIER WITH REFLECTORS EXISTING SIGNALIZED INTERSECTION DIRECTION OF DELINE4TORS (NOT PAW:MENT STRIPE) N.T.S. • ffli=fJ R • R j - "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAW: EXERCISED RESPONSIBLE CHARGE OVER 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 SPECIACATIONS BY THE CITY OF CARLSBAD DOES NOT RELIM ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ARM: WILLDAN ADDRESS: 5930 CORNERSTONE COURT WEST, SUITE JOO CITY, ST.: SAN DIEGO. CALIFORNIA 92121 TELEPHONE: (858) 467-6950 ..,J"'A"'CK"--"R"'-YD""E=L=-L _________ DATE: 06/15/05 (NAME OF ENGINEER) R.C.£ NO.: ~C~4-28=7~4~----------- REGISTRATION EXPIRATION DATE: ~J~--J~l-~0~8~----- SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON 7HESE PLANS WAS GENERA TED BY PHOTOGRAMMETRIC ME/HODS FROM JNFORMA TION GA 7HERED ON MAY 5. 19.fil!, BY TOt\1LL INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION 7HIS PROJECT IS LOCATED W/7HIN ASSESSORS PARCEL NUMBER(S) -0 -J 7HE CALIFORNIA COORDJNA TE INDEX OF 7HJS PROJECT JS: N 1,996,000 E _6~,-Z4~7"-.0"'0""0'-------- BENCH MARK DESCRIPTION: SET 2,5" DISK IN DRAINAGE BOX INLET ON NORIH LOCATION: SIDE OF PALMER WAY. roo FEET EASTERL y OF COUGAR DRl\'E RECORDED: (POINT 108. CITY OF CARLSBAD SUR\'EY CONTROL NETWORK) ELEVATION: 246.43 DATUM:_NG~VD~---- I -■11---11■~ l000' TAPER 50' TYP, EL PLANS PREPARED BY, UNDER THE SUPERVISION □F, d~1,.e1 d' JACK V RYDELL Ill I 1000' 1000' ___ ~tj C 1 7( 45) CAMINO TRAFFIC CONTROL CONSTRUCTION NOTES: IJJ INSTALL TEMPORARY CRASH CUSHION SAND ALLED PER CALIR4NS STANDARD PLAN T2 ARRAY 7st 4 '. SEE DETAIL A" . 0 INSTALL 10 OR 20FT LONG CONCRETE BARRIERS WITH REFLECTOR/ZED MARKERS AT 1:10 TAPER. 0 INSTALL IO OR 20FT CONCRETE BARRIERS WITH REFLECTOR/ZED MARKERS AROUND THE CONSTRUCTION ARE4. [I] INSTALL CHANNELIZING DEVICE BARRELS FOR A DISTANCE AS SHOWN. [II INSTALL TYPE "p" MARKER {REFLECTOR) AT THE ANGLE POINT {P.I.} SECTION OF THE TEMPORARY CONCRETE BARRIER. TC-4 WILLDAN Serving Public Agencies 5930 Cornerstone Court West, Suite 300 San Diego, California 92121 858/467-6950 fax 858/467-1346 www.willdan.com DATE INITIAL DATE INITIAL 8/30/05 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL RCE c□42874 DATE SCALE l" = 40' ------40 0 80 1000' SCALE 1"; 40' - ----40 0 40 80 "AS BUILT" J'>~k t'5. (o,lto,08 P.E.~~ "EXP. \,Z,.:,t, Q9 DATE REVIEWED BY: ~ ,,V\ <'. \IIA. c./L.....__ -l· Z ·OtS>' DATE INS CTOR \ s2BTs \ CTr] CITY OF CARLSBAD 5 ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: TRAFFIC CONTROL DESIGN ~-· EL CAMINO REAL APPROVED BY: .. , r',:,,4, LLOYD B. HUBBS c?v:; -c=~-~~ tj,,/or... CITY ENGINEER--:-E. 238~: 12/31/05 •-B°ATE DWN BY: ,. ~.M ~ PROJECT NO. DRAWlNG NO. DATE INITIAL CHKD BY:·· ..,s,' CT 00-20 418-6 CITY APPROVAL RVWD BY: J.R. lil 0 "' Ol N "' (X) 0 -0 C 0 -u ru "' L w ~ C I u f- l u / lil 0 ci "1 O'.J E _o ~ UI 0 C 5 "' C 0 o_ -C ru E 0. 0 '" > ru 0 C 0 -C w c_ 0 :::r. / u G: c_ <( Ct'. 1- / "' .~ u -~ 0 L Q_ C 0 " 3 / UJ _c ~ u Q_ >, L 0 ~ u w L ._ _________________________________________________________________________________________________________________________________ _.o 0\0609 I ~?-~?i~b I LEGEND WORK AREA PORTABLE SIGN N.T.S. CHANNELIZING PORTABLE DELINEATOR e {BARRELS WITH REFLECTOR/ZED MATERIAL) FLASHING ARROW SIGN {CHEVRON MODE, ~ UNLESS OTHERWISE NOTED} DIRECTION OF TRAVEL BARRICADE CRASH CUSHION TEMPORARY 1 OFT SECTION CONCRETE BARRIER WITH REFLECTORS EXISTING SIGNALIZED INTERSECT/ON DIRECTION OF DELINEATORS {NOT PAVEMENT STRIPE} -[§] I I Ill SCALE 1" = 40' \\ \\ \ \ Cle j \. \\ 1000' TAPER , , · coUGAR DRIVE 50• ..... 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SEE DETAIL ';4 • • I]] INSTALL 10 OR 20FT LONG CONCRETE BARRIERS WITH REFLECTOR/ZED MARKERS AT 1:10 TAPER. Q] INSTALL 10 OR 20FT CONCRETE BARRIERS WITH REFLECTOR/ZED MARKERS AROUND THE CONSTRUCT/ON AREA. INSTALL CHANNELIZING DEVICE BARRELS FOR A DISTANCE AS SHOWN. [I] [I] INSTALL TYPE •p• MARKER {REFLECTOR} AT THE ANGLE POINT (P.I.} SECTION OF THE TEMPORARY CONCRETE BARRIER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 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 CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: WILLDAN ADDRESS: 5930 CORNERSTONE COURT WEST. SUITE JOO CITY, ST.: SAN DIEGO, CALIFORNIA 92121 TELEPHONE,• (858) 467-6950 _.J"-'A,,,CK-'-'-'R-'-'YD"'E""L"-L _________ DATE: 06/15/05 {NAME OF ENGINEER) R.C.E. NO.: ~C~4=28=7~4~----------- REGISTRAT/ON EXPIRATION DATE: ~J~-=3~1-~0=8 ____ _ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PHOTOGRAMMETRIC METHODS FROM INFORMA 170N GATHERED ON MAY 5. 19M BY TOW/LL INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 212-02 -J THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1,996.000 E _6~,-24~7~0=0=0~------ BENCH MARK DESCRIPTTON: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH LOCA 170N: SIDE OF PALMER WAY, 100 FEET EASTERLY OF COUGAR DRIVE RECORDED:(POINT 108. CITY OF CARLSBAD SURVEY CON7ROL NETWORK) ELEVATTON: 24-6.43 DATUM:~NG=VD~---- ►~~◄◄ .Jt-~~ESSJ~~~ -1/.&,:~v-. Rr~ TE1586 EXP,6-30-07 1RArf\ Or CA'-,.,.,.,.,...-rf"' 1000' . . ---- 'f.',:1 p CAMINO TC-5 PLANS PREPARED BY• WILLDAN Serving Public Agencies 5930 Cornerstone Court West, Suite 300 Son Diego, California 92121 858/467-6950 fax 858/467-1346 UNDER THE SUP ERV IS l □N □F, www.willdan.com d ~! ./,et 8/30/05 d' JACK V RYDELL RCE C□42874 DATE 1000· 1000· . SCALE 1" = 40' 40 0 40 80 REA'-"A[ BUILT" \~Q.fl B .)--e./:J" "·llo,Oe, P.E.C..4-~'72fEXP. 1'2•~1•08 DATE REVIEWED BY: w-~-V\A. uL,.,..___ -l ··z_ · o~ DATE INS ECTOR CTr] CITY OF CARLSBAD ~ 6 ENGINEERING DEPARTMENT 8 IMPROVEMENT PLANS FOR: TRAFFIC CONTROL DESIGN EL CAMINO REAL APPROVED BY: r·~n. U.0YD B. HUBBS &d~~-~~ CITY ENGINEERP.E. 238-~P. 12/31/05 ~w~ DWN BY: C ' v PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CA U' CT 00-20 418-6 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: Ul 0 " m N " ro 0 V ~ 0 0 en ~ u 0 C E 0 0 qj u C 0 .Y 0 m -0 C 0 ~ 0 V m L QI ~ C I u f- I u / Ul 0 ci n O'.) 0 ~ ~ F .0 ~ (J\ 0 C c.. / m C 0 Q. C _c:n m QI ·o / C 01 m QI u / m ID " N ~ C V E 0 0 qj > V 0 C 0 ~ C <l) c.. 0 :r: / u c;: u. <( °' I·· / m ++ 0 V --0 L 0.. r 0 u 3< / U) .c ~ 0 0.. >, L 0 ~ 0 V ~ 0 ~1~6~9 \ ) ~1~~~6 \ / C :E ~ G') 0,. 0 .,l::li,, "T1 ~ ...Ji,. 00 00 I en --- --------")h}~fb·------ LEGEND WORK AREA PORTABLE SIGN r1::::i~z:~:ORTABLE DELINEATOR REFLECTOR/ZED MATERIAL) FLASHING ARROW SIGN (, UNLESS OTHERWISE NOTio}EVRON MODE, DIRECTION OF T/?A VEL BARRICADE CRASH CUSHION 7:,//:i~r:Ri~ or;;Fff glg:s CONCRETE EXISTING SIGNALIZED INTERSECTION DIRECTION OF DELINEA TORS (NOT PAVEMENT STRIPE) N.T.S. W/½l it • ~ Effff} 8 i Kl -[§] "DECLARATION OF RESPONSIBLE CHARGE" --- I HEREBY DECLARE THA HAVE EXERCISED R T I AM THE ENGINEER OF W1 ~t~Nfffs,: ~rczg[;r;;J!l!l:ARfJs1Z'fs~ r:.i ! icJ:1~:lf E ~o/Jf!r 7tsAT , I UNDERSTAND TH. CURRENT STANDARDS. CODE, AND THAT THE CITY OF CA ~ T THE CHECK OF PROJECT DRA RESPONSIBILITIE:Lta8tDp%gffcfOT RELIEVE ME ASWtfftl'J~ 5rJ.ECIF/CATIONS BY ARM: WILLDAN DESIGN. WORK, OF MY ADDRESS: 59JO CO RNERSTONE COURT WEST, SUITE JOO ' 92121 CITY, ST.: SAN DIEGO CALIFORNIA TELEPHONE: (858) 467 6950 JACK RYDELL (NAME OF ENGINEER) DA TE: 06 /15 /05 R.C.E. NO.: :C~42:8~7~4=---------- REGISTRATION EXPIRATION DATE: 3-31 08 C13 -.- C18 -.- _._ _ _f_ Cl8 EL SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ~~~Tgc~~MMEmtc M~f;,o7Ji~SiR6~A"ffroWAS GENERA TED BY CONFORMS~O BJA ~~~~t ~C. TOPOGRAP~~Afift~AH~ERED ON AP ACCURACY STANDARDS. REON PROJECT LOCATION THIS PROJECT IS LOCATED -WITHIN ASSESSORS PARCEL NUMBER(S) THE CALIFORNIA C N 1.996.000 OORDINA TE INDEX OF THIS E 6,247.000 PROJECT IS: BENCH MARK DESCRIPTION: SET 2 • LOCATION: SIDE OF r1LM~iK W~'r'. D~AINAGE BOX INLET ON NORTH . • OO FEET EASTERL y o --- RECORDED: (POINT 108 F COUGAR DRIVE DA TUM: NGVJoOL NETWORK) ELEVATION: 246.4J • CITY OF CARLSBAD SURVEY CON CAMINO CAMINO PLANS PREPARED BY• UNDER THE SUPERVISIDN OF• 4 / ,,fl .,,, ..et ✓-' JACK --z:; RYDELL TC WILLDAN ~erving Public Agencies 930 Corners\on e Gou \ ~5an8/Diego. California ;2,~fs\, Suite 467-6950 f www.willdan.com ax 858/467-1346 8/30/05 RCE C□42874 DATE 400' REAL REAL TRAFFIC CO NT [JJ ROL CONSTRUCTION NOTES· INSTALL TEMPORARY CRA ' ,.;i T2 ARRAY 'TS/4'. SEE Ds;/AlfU~if!ON SAND ALLED PER CALT/?ANS STAl't L=..J INSTALL f o OR · 'OARD PLAN I: IO TAPER. 20FT LONG CONCRETE BARRIERS WITH 0 INSTALL 10 OR 20FT CO REFLECTOR/ZED MARKERS AT ,--:,i THE CONSTRUCT/ON AREA~CRETE BARRIERS WITH RffiECTORIZED MAR L.::J INSTALL CHANNELIZING DEVICE BARRELS 'KERS AROUND [}J INSTAU TYPE "p" M, FOR A DISTANCE AS SHOWN THE TEMPORARY co'ff!:ff:'k o/JJJ17ff.OR) AT THE ANGLE POINT (P.t.). SECTION OF 1 300 DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL SCALE J" = 40' ---40 0 40 80 SCALE 1" = 40' 40 0 40 80 --- DATE REVIEWED BY: Ji ,v\ <:. vv\ J,,,_.,._.,_ CTOR ,·c·OR' DATE CITY OF CARLSBA ENGINEERING DEPARTMENT D ~ IMPROVEMENT PLANS FOR: TRAFFIC CONTROL DESIGN . ALONG EL CAMINO REAL APPROVED BY· CHKD BY· " ·•-;<:',,l PROJECT NO RVWD BY; ~ -•. ' ' CT 00 20 DRAWING NO. 418 6 ,n 0 "' a, N "' O'.) 0 0 C F 0 0 '" a, C 0 0 I ~ I u / "' 0 0 n a:i 0 C c:: / "' C 0 C 0 -~ C ill LL cj :r: / u C: L,_ <( [l' f-/ "' ,, u .~ 0 L [L C: 0 u 3' / <ii .c '" 0 Q_ >, L 0 ~ 0 ill L 0 O'\ 0 609 ' 020306 '\ \ ) I / LEGEND WORK ARD! PORTABLE SIGN CHANNELIZING PORTABLE DELINDI TOR (BARRELS WITH REFLECTOR/ZED MATERIAL) FLASHING ARROW SIGN (CHEVRON MODE, UNLESS OTHERWISE NOTED) DIRECTION OF IRA ~L BARRICADE CRASH CUSHION TEMPORARY 1 OFT SECTION CONCRETE BARRIER WITH REFLECTORS EXISTING SIGNALIZED INTERSECT/ON DIRECTION OF DELINDI TORS (NOT PA~MENT smJPE) N.T.S. • ffiifBs i Kl -[§] "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA~ EXERCISED RESPONSIBLE CHARGE O~R 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 SPEC/RCAT/ONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ARM: WIUDAN ADDRESS: 5930 CORNERSTONE COURT WEST. SUITE JOO CITY, ST.: SAN DIEGO CALIFORNIA 92121 TELEPHONE: (858) 467-6950 "'"JA~C=K':-'-'-R='YD=E=LL~=c---------DATE: 06/15/05 (NAME OF ENGINEER} R.C.E. NO.: ~C~4~28~7~4 ___________ _ REGISTRATION EXPIRATION DATE.' ~J_-=3~1-~0=8~----- =-- CONSTRUCTION AREA El SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRIC METHODS FROM INFORMATION GATHERED ON MAY 5. 19.filj BY TOt\U.L INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 21 -020-23 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1.996.000 E ~6=2-4~7~0=0=0 ______ _ BENCH MARK DESCRIPTION: SET 2.5" DISK IN DRAINAGE BOX INLET ON NORTH LOCATION:SIDE OF PALMER WA)'. 100 FEET EASTERLY OF COUGAR DRIVE RECORDED: (POINT 108. CITY OF CARLSBAD SURVEY CONTROL NETWORK) ELEVATION: 246,43 DATUM: NGVD 50' ~~· ....... ~ ~'II ~iOfESS/~~ /)~~-fv-Rr~%\\ 1 lff CD42874 t * EXP. 3-31-08 * C[V\ Or CA\. ...................... W~IP TRAFFIC CONTROL CONSTRUCTION NOTES: Q) INSTALL TEMPORARY CRASH CUSHION SAND FILLED PER CAL /RANS STANDARD PLAN T2 ARRAY '7St4'. SEE DETAIL ii". [II Q] INSTALL 20FT LONG CONCRETE BARRIERS WITH REFLECTOR/ZED MARKERS AT 1:10 TAPER. INSTALL 20FT CONCRETE BARRIERS WITH REFLECTOR/ZED MARKERS AROUND THE CONSmUCTION ARD!. [I) INSTALL CHANNELIZING DEVICE BARRELS FOR A DISTANCE AS SHOWN. [II INSTALL TYPE ;,• MARKER (REFLECTOR) AT THE ANGLE POINT (P.I.) SECTION OF THE TEMPORARY CONCRtrf BARRIER. 550' CAMINO ' \ ' REAL \ I I \ ' SCALE 1" = 40' 40 0 40 80 BUILT" ~. I b · OS, p ,c.+c:,7ff'EXP. I~• f,02:, DATE REVIEWED BY: $fc,vtc_ WI ~ CTOR -, .. 2. . 0 /;?-' DATE ~ CITY OF CARLSBAD ~ ~-----ll-----+--+-----------------1---1----1-----+-----l ~ ENGINEERING DEPARTMENT ~ ;::===:::'....:=========::::'....::=~ PLANS PREPARED BY• UNDER THE SUPERVISION □F, TC-2 WILLDAN Serving Public Agencies 5930 Cornerstone Court West, Suite 300 f----+---+-------------------+----+---+---+-----1 San Diego, California 92121 858/467-6950 fax 858/467-1346 www.wllldan.com DA TE INITIAL DA TE INITIAL DATE INITIAL RCE C□42874 DATE ''--__ _ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: TRAFFIC CONTROL DESIGN ALONG EL CAMINO REAL APPROVED BY: _,,..,r7 LLOYD B. HUBBS /4,-L --<-r 4 1,,4~~~ ~/~/.o4-c1TY ENGINEER~.E. 23889 EXP. 12/31/05TE ' '° 0 "' en N "' co 0 <U ~ u 0 ry ~ " u <U ~ 0 C E 0 0 Q) ry C 0 0 I u t- I u / ,n 0 0 n co 0 ~ ~ E _Q J U) 0 C LL / "' C 0 ci_ C o, "' <U " / cc ry "" <U " / °' co " N ~ C <U E Q 0 Q) > <U 0 0 0'\06\)9