HomeMy WebLinkAboutDWG 528-6; 6070; TRAFFIC CALMING HARWICH DRIVE AND SEGOVIA WAY; 01-0605/13/22C E 8 ,:; "' "' CITY Of OCEANSIDE ,a CONSTRUCTION PLANS FOR TRAFFIC CALMING ON HARWICH DRIVE AND SEGOVIA WAY PROJECT NO. 6070 LOCATION MAP N.T.S. SEGOVIA WAYlRNHC CAI.MING CITY OF CARLSBAD CARLSBAD,CA VICINITY MAP N.T.S. SHEET INDEX aEErlaMBI IHETlDLE 1 lln.E SHEET 2 GENERAL NOTES 3 IMPROVEMENT Pl.AN -HARWIOi ORNE 4-5 IMPROVEMENT Pt.AN -SEGOVIA WAY 6 CONS1RUCTION DETAILS "DECLARATION OF RESPONSIBLE CHARGE9 I HEREBY DEa.ARE 1HAT I AM 1HE ENGINEER OF llml( FOR MS PRD.ECT. 1HAT I HA\£ EXERCISED RESPONSlBI.E CHARGE O\ER 1HE DESIGN OF TH£ PRO.ECT AS DEflNfD IN SEC1/0N 67CJJ OF 1HE mNNESS AND PROFESSKJNS COO£. AND 1HA T 1HE DESIGN JS CONSIS1ENT 1111H CURR£NT SfANDARDs. I UHIJERSTAND IHAT 1HE CHECK OF PRO.ECT DRAWJNGS AND SP£aFICAllONS BY 1HE arr OF CARLSBAD DOES NOT RB.JEV£ ME AS ENGINEER OF IKWK. OF MY RESPONSlBILJllfS FOR PRo.ECT DESIGN. KJMl..£Y-HORN AND ASSOO'A TES. INC. 401 B S7REEf. SUITE 600 SAN DIEGD, CA 92101 2ft./2021 CITY COUNCIL MA TT HALL -MAYOR KEITH BLACKBURN -MAYOR PRO TEM PRIYA BHAT-PATEL-COUNCIL MEMBER CORI SCHUMACHER -COUNCIL MEMBER TERESA ACOSTA -COUNCIL MEMBER SCOTT CHADWICK -CITY MANAGER SEGOVIA WAY IMPROVEMENTS LOCATION MAP N.T.S. "AS BUil T" P.E. __ EXP.__ DATE RE\IIE\11ED BY: ~~ -~-=-INSPECTOR DATE Kimley>>>Horn :===t==t==========~==:===:::==~=:~I CI'fulcO~C~~J.3/ill llSH~I Phone: s,9.234.9411 I m.-y-t,om.com -40! B street. Suite 600. Sm, Diogo, California 92101 t-----+--;---------------;----t----t---i---~ 1-ftJIIIS-I i.-:,.::::.:::....:.:..:=..:::..:.:..:....:..::..::.::::==...:..:.:::.:::=::..._i----_--+t---_-+1--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_1----_l-!--_l----_--t-r_---i1 CAfUBAD ~~ALMNG PLAN I APPRO\IED: 1HOMAS FRA.'iK I t-----+--;---------------;----t----t---i---~ --r.;; ~ ~ t-----+--+-r-----------;----t----t--;--~ lRA!a'(ETAllON lllECRIR P.E. 49070 DAlF,; DWN BY: _es__ I PRD.£CT NO. II DRA5wi2~_:oi 1--:a-· 1E_APl'ROVM._._Nl1AL_t-:-;-APPR0v.~NIW.-:,,i_---t ~ ~ ~ 8070 .. a,a -DAlE INrlW._ ENGINEER OF IMlRK REVISION DESCRIPllON
05/13/220 " SIGNING AND STRIPING NOTES 1. 7HE CONTRACTOR IS RESPOHSl8tE FOR INSTAUJNG AlJ. SICNIN(; ANO S1RIPING. AU NEW SIGNS SHAU EiC a.EARLY WSIBL£ NOT BI.OCl(£IJ BY ANY OBSJRIJCT/ON. 1H£ CON1RAC1llR IS R£SPaolS18lE 10 1RJII OR RBIOVf ANY 'JEGUARON 81.0CKJN(; 1/EW SIGHS. 2. SIGNING. SIRJPING AND PA'BIIENT MARKINGS SHAl.1. CONFORM TO 1HE CAlJFORNIA MANUAL ON UNIFORJI TRAFFIC CON1ROI.. ~C£S (FHlfA'S MUTW 2014 REWSION 5, AS ~ fl&~ c::ia;::-k~AI..~~ SPECIFICAllONS (U.1EST J. All. SIGH/NG AND STRANG IS SUB.ECT TO ll-£ /.PPR.OVAL OF 1HE 1RANSPORTAJION DIR£CTOR OR HIS f1EPR£SENTARVf, PR10R TO INSTALJ..ATION. 4. ANY DEWA OOH FROtl 1HES£ SIGNING ANO STRIPING Pt.ANS SHAl.1. BE APf'ROllfD BY 1HE 1RANSPQRTAJION DIRECTOR OR HtS REPRESfNTAilllE PRIOR 70 ANY OIAHGE IN 1HE flEJ..D. 5. ALL S/GNJNG AND STRIPWG SHAU BE R£Fl..£CilllE PER CAI.TRANS SPFOFICA1IONS. STRIPING SHAU BE R£PNNTED 1llO IIEEJ(S AFTER INIJIAL PAINTIN&. SIGHING SHAU. USE ENCAPSIJLA 1ED LENS RfFl£Cilllf SH£DWG (HIGH INTENSJTY OR EWAL). 6. DIACT LOCA T/ON OF SIRIPJNG AND S1tJP I.NIT LJNES SHALL BE APPR-01/fD BY THE TRANSPORTAilON DIRECTOR OR HIS R£PRESENTAill/£ PRJOR TO INSTALJ..AT/ON. Z CONTRACTOR SHAU REJIOI£ AU. CCNFUc:1/NG PNN1ED 1./NfS, MARKINGS AMJ PA"61ENT LEGEJIDS BY GIIINOING. DEBRIS SHALL OC PRUIPTL Y ROIO\W BY 1HE CON1RACTOR. 8. AlJ. PA\£JENT LEGENDS SHAU 8£ 1H£ U.1EST VERSION OF 7HE CAl..lRANS llElR1C STENCILS. 9. l/11/T 1./NES AND CROSSWALKS SHAJJ. BE RElD LOCA1ED. CRDSSWAIKS SHAU HA 11£ 10' INSIDE DIIEN90N UNLESS 01HERIIISE SPECIFIED. 10. ALL CROSSWALKS, LIIIT t.JH£S, STOP BARS, PAVBIENT ARROWS AND PA'wfJIENT LEGEHDS 5HALL f£ 1HERMOPI..AS1IC IMI.ESS 01HERWISE SPEClflfD. 11. FIR£ HYDRANT PAVO/ENT MARKERS SHAU ClWfOOJI TO 11-/E CA/JFORIIIA MANUAL ON UNIFORM TRAFFIC CONJROL DEVICES (FHWA'S IIUTCD 2014 RflfSION 5. AS AIIENDED FOR USE IN CALJFOffNIA) AND SAN DIEGO REGIONAL STANDARD mAIIING 11-19. 12. AU tl£DIAN HOSES AND Fu.RES SHALL BE PAJN1ED YEI.LOW. I.I ALL SIGNS SHALL BE STANDARD SIZE AS SHOM#l IN 1HE CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTRa.. ~C£S (FHWA'S IIU1aJ 2014 R£IIISIOH 5, AS NEHIJE1J FOR USE IN CAUfURHA) IHESS 07HERIIISE SP£ClflED. 14. SIGN P051S SHALL BE: SQUARE P£RFORA1ED S1EB. 1UBING 1111H 8R£AKAWAY BAS£ PER SAN DIEGO REGIONAL STANDARD DRAIIING W-45. 15. 111-fEN A SIGN IS AITAOIED TO A POI.£ IT SHALL BE t«XJN1ED USING A STNIIJARD C1TY OF CARLSBAD IIDUN1ING BRACKET 1111H STRAPS. 16. EXISilNG SIGNS REIIOl/fD BY 1HE CONTRACTOR SHJv..L BE DELJVfRED BY JHE CONTRACTOR 1V 1H£ CITY OF CN?LS8AD PVBUC ~S YARD AT 405 OAK A \IENUE. 17. N.1. SIGNS SHO'I/IN ON 7HESE PLANS SHAU BE NEW SN;NS PRO'AOED AND INSTA/.1£D BY THE CON1RACTOR EXCfPT 1HOS£ SIGNS SP£CIFICN.J.. Y SIIOIIN AS £XJS1JNG ro BE REJ..OCAlfD OR TO REJJA/N. 18. (IF HEC£SSARY) ittffRE R4-7 SIGN AND Olll-3 OBECT 1IARKER ARE TO BE /NSTAU£D IN A 2--FOOT lllllf" /llfIJ/IW ~ 1HE R4-7 SIGN SHAU. BE 1trx24" AND 1HE Olll-.J oo.ECT MARKER SHALL B£ 12"ln2" 19. 1HE BOTTDII OF 1RAFflC SIGNS SHALL BE A -..a, OF 7 FEET ABOl/f 1lfE f/MSHED 9.JRFACE. .,,1------------.. !~(r-ili1i~~ l; YOU DIG f' Y0U DIG 'I .,, TOu. FREE 1-227-2li00 A PIH.IC BY ~ UNllEREROOIIO saMCE ALeRT GENKRAL NOTES 1. 1111$ PLAN SIJPERSED£S ALL 01HER PLANS PREWOUSLY APPROVfD BY 1HE CITY OF CARLSBAD REGARDING llrlPRO',,fJ,/EJl1S SHOWN ON THIS S£T OF PLANS. 2 APPROVAL OF 1HIS Pl.AN DOES NOT l.£SSE}I OR WAIVE ANY POR710N OF 1HE CARLSBAD IMJNICJPAL CODE. RESOLUTION OF CONDITIONAL APPROVAL CITY STANDARDS OR 011-fER ADO!IlONAL DOCUWfJiTS US7fD HEREON AS 1HEY 11A Y PfRTAJN TO 1HIS PRo.£CT. JHE ENGINEER IN RESPONS/81.£ CHARGE SHAJ.1. Rf.VIS£ THESE PLANS Ml/EN I-ION-CONFORMANCE JS DISCO\/fRED. 3. NO MORK SHALL BE COIIIIENCED UNTIL ALL Pf:RJIITS HAVE BUN OBTAIN£JJ FROM 1HE CITY AND OTHFR APPROPRIA 1E AGEJ,/CIES. 4. 1H£ ORIGINAL DRAIIINC SHAU. B£ REVISED TO REF1£CT AS-BUil T COND/1/0NS BY 1HE CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF 1HE ~ BY 11-iE CITY. 5. ACCESS FOR FIRE ANO 01HER EJ.lfRG£NCY 16/IC/..ES SHAil. BE WAJNTAINED TO 1HE PRO.ECT S/1£ AT ALL m.tES DURJNG CONSTRUCllON. 6. 1HE CON1RACTOR SHA1.1. DESIGN, CONSTRUCT AND MAINTAIN AU SAFETY DEVICES. INCI..IJDJNG SHORING, AND SHAU. 8E SOI.B.. Y RESPONS1BL£ FOR CONFCJIIJIING TO ALL LOCAL. STATE AND FEDERAi.. SA/UY AND HEALJH STANDARDS. l.All'S AND REGVl.AnONS. 7. 11-fE CONTRACTOR SHAU CONFORM TO LABOR CODE SEC1/0N 6705 BY SUBl,I/TT/NG A DETAIL PLAN TO 1HE CITY EHGINEER AND/OR CONCERNED AGENCY SHOIIING 1H£ DESIGN OF SHORING. BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTEC1/0N FROW THE HAZARD OF CAVING GROUND DURJNG 1HE EXCAVATION OF ~ TRENCH OR 1RfNOi£S OR DURING 1HE PIPE INSTALu.nON 1HffifJN. THIS Pl.AN IIUST BE PREPARED FOR ALL TRENCHES f/Vf FEET (5') OR MORE IN DfPJH AND APPROV£D BY Il-lE CJTY ENGINEER AND/OR CDNCER1'IED AGfNCY PRIOR TO EXCAVATJON. If' 1HE PLAN VARIES FROU 1HE SHOR1NG S'ISIDI STANDARDS fSTARfiSHED RY HIE CDNSil?tJGTIQN SAFFIY ORDERS 1111F B CAl/fORH/A AI»IINISTRAU1£ COD£ THE PLAN SHAI I BE PRFPARFQ BY A REG/S1ERED ENGINEER AT THE CON7RACTORS EXPe/SE. A COPY OF JHE OSHA EXCAVATION P£RIIIT IIUST BE SUBMITTED TO 1H£ INSPECTOR PRIOR TO EXCAVAilON. a IF ANY AROMEO/..OG/CAL RESOURCES ARf. .DtSCOIIERfD ltlIH/N /IN'f MORK ZONE DURING CONSIRUCTION, 0Pfflf.71QNS .,,, I C£A Sf /WfDIA m r AND 7HE PERIIJTTEE 1111.1. N01/FY THE CITY ENGINEER. OPERA HONS ll!U NOT REST ART UN111. THE PERIMTTEE HAS REC£NfD WRITTEN AIJJHORITY FROII JHE CITY ENGINEFR TO DO SO. 9. AJ.L OPERA 1IONS CONDUC1ED ON 11-IE SITE OR ADJACENT 1HER£TO, INCl.1JD/NG WARWING UP. REPAIR, ARRIVAL. DEPAR1VRE OR OPfRA 1/0N OF 7RUCKS, EAR1HIIOWNG EQUJPIIENT. CONS7RUC110N EQUIPMENT AND ANY OTHER ll5SOCIATED GRAD/HG £00/PJIENT SHALL BE UM/TED TO 1HE PERlaJ 80Vlf£N 8:30 A.Al. AND 3:30 P.M. EACH DAY. IIOHDAY THRU FRIDAY AND NO EAR1HMOVING OR GRADING OPERAnONs SHAU B£ CONDUCTED ON WEEKENDS OR HOUOAYS. (A UST OF QTY HOUDAYS IS AVAILABt.E AT THE ENGINEERING DfPARTlrlENT COONTER.) 10 •• ,,.,. RDIITES OWi RF "'""''rrr:n RY THF rn,,m•cTOR TO 7Hf" .,~ •-,..~ -~ 1V =~ CF TRACTOR 9/AI..L BE RESPONSIBI.£ FOR AI-IY DEBRIS OR DAJIAGc -ru,:-"W T .4~ .4 T ™~ GRADING 110N. 11. NO BLASTING SHAU BE COMIIENCED lllmoLJT A CITY ENGINffR APPR011ED BlAS11NG PROGRAJI AND BUIS11NG PERU!T. 12. THE EX1S1ENCE AND LOCAilON OF U111.l1Y S1RUCWRES AND FACIUTIES SHOr.H ON 1HE CONSTRUC1/0N PLANS ltERE: OBTAJNED BY A S£ARCH OF 1HE AVAllABLE RECORDS. ATTfHilON IS CAl.l.£D TO THE POSSJBI.£ EX1STfJICf" OF D1HER UnLJTY FACl/.11/ES OR STRUCWRES NOT SHOWN OR IN A LOCA110N DIFFfREJIT FROM 1HA T SHOWN CW THE Pl.ANS. Il-1£ CONTRACTOR IS REQUIRED 70 TAKE DUE PRECAU110NARY lrl£ASURES TO PROT£CT 1HE UTIU1/E:S SI-IOIIH ON 7f/E Pl.ANS AND ANY OIHER DJSilNG FACIL111ES OR S7RUCWRES NOT SHOIIH. 73. 1HE CONTRACTOR SHALL 1,£RfFY 1HE LOCATION OF AU DJS1/NG FACIU11£5 ~VE~~~n/:Hf'o k:~E~PfM'J ~7£ ~F~f/!7/J, PLANS IF IT IS FOUND 1HA T 1H£ ACWAL LOCA 1/0NS AR£ IN CONFUCT W/JH 1HE PROPOSED WORK. 74-1ffuf'fr.v1RAgcf,J,$M D~'?sTIPJRIWC/ff #lfl/~~(fg ~W).,Jk FACILJTIES AND SHAl.1. COa?DINAT£ WORK Wl1H A COMPANY RfPRESEJVTAilVE. UNDERGROUND SERVICE AI.ERT (DIG A/.£RT) B11 SDG&£ (800)411-734.J AT&T (619)237-2787 SP£CTRUM CAB/.£ (800)227-2600 COX COIAIUNICA nONS {619)262-1122 CITY OF CARI.SBAO(STREITS AND STORM DRAIN) (76()~298() 'ciTY OF CARLSBAD(SEIIER.WATER & REQ.AJIIED WATER) {760 2722 'SAN DIEGUITO WA1ER DIS7RJCT (loo 3---2650 'tnJCADIA WASJEWATER DISTR!CT (760~753-0155 "VA/.1£CITOS WA 1ER DISTRJCT {750 744---0460 'OI.JI/ENHAIN WA 1D1 DISTRICT (761! 753---6466 •BUENA SANITA1/0N DISTRfT (760)726-1340 x1330 AS APPROPRJA T£ 15. IN ACCORDANCC 1H£ CJTY STORJI WATER STANDARDS AU STORJ.I DRAIN ™1.£TS CONSTRUC1ED BY 77-IIS PLAN SIIALL lNCUJD£ ·sTENCJLS" BE ADDED ro PRaflBIT WAS?E DISCHARGE DOW/\IS1R£A6/. S1ENO/..S SHAil. BE ADDED TO 1HE SA 71'$FAC1/0N OF »£ CITY ENGINEER. STREET NOTES 1. FIR£ HYDRANT MARKERS SHA/.1. BE PLACED IN 1H£ S7R£ET 'M1HJN THE !../JllTS OF MORK OF 1HIS PLAN PER SDRS DWG M19. 2. ALL $1/R\IEY /IIONUJIENJS AND POINJS 1HAT ARf DISWRBEIJ BY Il-llS 11!2< SHALL BE REESTABLISHED. P£RP£11JA1ED, AND DOCUIIENlfD PfR THE PROFESS/ONAL r..AND SURVEYORS ACT. SEWER NOTES 1. SEJlfR MAIN AND APPUR1ENANC£S SHALL BE CONSTRUCTED IN ACCORDANCE lt!TH THE ·arr OF CARLSBAD EJIGINEERING STANDARDS (LATEST EDITION), VOLUME /-GENERAL DESIGN STANDARDS, CHAP1ER 6-DESIGN CRITERIA FOR GRAVITY SEWER 1./NES AND APPUR7ENANC£S, AND \IOWME 3 -STANDARD DRAIIINGS AND NOTES AND THE STANDARD SPECJFICA nONS FOR PUBUC WORKS CONS7Rf.JC1/0N, LA TEST ~ (GREEN BOOK). 2. BER1IIE ANY CONNEC1/0N TO JHE CITYS EXlSTJNG SYSJSI, A PfRJ6T SHAU BE OBTAINED FROfl THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGIN£ER AND SUPERINTENDENT. 3. BEHR£ CONS1RUCTION BEGINS IN ANY PU8I.JC RIGHT OF WAY. A QTY RJGI-IT OF WAY PERJIIT SHALL B£ R£OOIR£!)_ WATER NOTES 1. WATER & RECYO.ED WA1ER WAIN AND APPUR1ENANCES 9/AU BE CONSTRUCTED IN ACCORDANCE 111111 1HE "CITY OF CARLSBAD ENGIN££RJNG STANDARDS° (U. TEST fD111(JN) VOLUMES 2 & J. 2. BEFORE ANY CONNECT/ON OR 9/UT DOWN OF VALllf:S ON Dl571NG C..11.W.D. UNES. A P£RJlfT SHAU BE OOTAINED FROlrl 71-1£ C.M. W.D. CffJCE AND MUST B£ SIGNED AND APPROVED BY 1HE CITY OF CARI..SBAD'S DEPUTY CITY fJIG/NEER AND THE LJ1/UTY OPERA 1/0Ns' PUBUC IIORKS MANAGER. 3. 1H£ CONTRACTOR SHAU N011FY 1HE CITY OF CARLSBAD ENGINEERING INSP£C110N DEPAR1MENT 48 HOURS PRIOR TO START/HG Mli:K SO IHAT INSPECTION MAY BE PROWJfJJ -TEl.£PHOH£ NO. (760}4~3891. 4. NO TREES OR SJRLJCWRES SHALL BE ALLOiED IN 1HE WA 1ER UNE EASEJIENT, AU EXJS71NG TREES AND STRUCTURES SHALL BE REUOVfD PRIOR TO COliOENCEJlfNT OF ~ -ANY EXCEPTIONS 5HALL REQUIRE IIRITIDJ PERl/lS90N FROU 1HE DISTRICT ENGINEER. 5. Al.1. POTABI.£ WAID? SE/?\fCES SHALL BE 1· AND ALL WETERS SHALL BE 1· (IJNl.£SS 01HERIIISE NOTED ON P/..ANS). 6. AU WA1D? MFrER BOXES SHAU BE 1r X 30• X 1Z" PO/..YJ.IER CONCREIE AS JIANUFACWRHJ BY ARMDRCAST OR EQUAL (UNLESS 01HERIMSE N01ED ON Pt.ANS). 7. -/Jl,f SPACING 8UW££N POTABI.£ WAID? Sl:R\IICcS AND~ LATERALS SHAU. BE ID FEET. 8. 1HE 10P OF WA/ER METER BOXES SHAI.L BE FLUSH WIJH 1HE RNISl!ED SURFACE GRADE. 9. COHSIRUCilON OF WA1ER MAINS AND RECYa.ED WA1ER MAINS SHALL ltDH£R£ TO 1H£ .CRITERIA FOR 1H£ SEPARATION OF WAID? MA/NS AND SANITARY S£IERS" PUBUSH£IJ BY 1HE STATE OF CALJFORNY(S DEPARIMENT OF H£Al1H SER',!CES. 10. A,'QAL Dffl.£C1ION AT 1H£ PIPE JWIJS IS NOT Al.1.011,ED. 1HE USc OF A HIGH-DEREC110N COUPUNG AT A PIPE JOINT MAY BE f'fRJIITTED BY 1HE /NSP£CTOR ON A CASE" BY CASE" BASIS HOT TO EXCEED 4 D£G1l£ES TOTAL /JfFl.£CilON PfR COI.IPUNG (2 DEGREES/EACH GASKET). USE CERTAINTEHJ "WNYI..-/RON" H.D. FOR C900. 11. BEFORE CONS1RUC1ION BEGINS IN ANY PUBLJC RJGHT OF WAY, A CllY RJGHT OF WAY PERJIIT SHALL BE REQUIRED. 12. NO CUTIWG OF ASB£SIDS CEMENT PIP£ (ACP) JS PERWIT1£D. CONTRACTOR SI/All REMOVE ACP TO NEAREST C,Q/Jf'LJHG AND INSTALL ACP X PVC ADAPTORS AND IHE NE.cESSARY P,it; SIZE AND CUSS PIPE TO INSl'ALL THE TEE AT THE Sl'AilON. I.I PRIOR TO BAaa:11.1... INSTALL TRACER IIIRE ON TOP OF PIPE AND SECI.JRE IN PLACE 1111H 2-INCH 'N/0£ PLASTIC ADHESIVE TAPE AT MAXJl,/IJI,/ 70---FOOT INIDIVALS. MR£ TO EH/ER VAL\£ STANDS EJY MEANS OF DR/Ll.ED Hot.£ IN PIP£ STAND WALL JUST BEi.OW 4TTOOX. llfR£ IS NOT TO INTERFERE W/1H VALVf NUT OPERATION.. RUN TRACER IIIRf: CON71NUOUSLY ALONG PIPE AND 7ERMINATE IN ADJACE}IT VAL\/£ BOXES FOR 8URlfD ASSEll8l..lES OR BI.IRJED VAL VfS. IIHERE BURIED SPUCES ocaJR, USE AN El.ECTR!CAL EPOXY RESH SUCH AS SCOTCHCAST, OR APPROV£D EQUAL PROVIDE 24 INCHES OF (X)I/_£[) IIIRf" AT ACCESS POINTS FOR A TTACHlrlENTS OF PIPE LOCATING EQUIPMENT. EACH INSTAl.1.HJ RUN OF PIPE SI-IN.I. BE CAPABI..£ OF 8EING LOCATED USING THE iRAcm WIR£ PROTECT MIRE INSUI..A RON FROII DAMAGE DURING INSl'AI..I.ARON AND 8ACl(f/UJNG. MR£. /N5UU.1/0N THAT IS BROKEN. CUT. OR DAMAGED SHALL BE REPI.ACID. TRACER IIIRE SHAUB£ AIII', NO. 8 57RANDED COPPER IIIRE M1H HIGH MOL£CUlAR WfJGHT POL l'ITHYI.EHE (/-11,/WjPE) INSUU 110N TCClnCAJ.L Y DESIGNED FOR DIRECT BUIIJAL iN CORROSIVE sat. OR WA 1£R. POL YITHYI.DIE INSULA 110N S/-/AU. CONFORM TO ASDI D 1248, TYPE r. Cl.ASS C. WIRES 1/i!JH CUT OR DAMAGED /NS/Jl.A nON AR£ NOT ACCEPTABLE AND REPI..ACDIDIT CF TH£ 911/RE llfRE WHICH HAS BUN DAMAGED Will B£ REQUIRBJ AT THE CONTRACTOR'S EXPENSE. MJRK m Bf QONf JH/S PRQ.£CT PROPOSES TO INSTA1.1. SPEED CUSHIONS ON HARIIICH DRIVE. AND SEGOVIA WAY. THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDAN(',E WIJH CONTRACT S£CTJON 2-5.2. ABBREVIATIONS: AC EXIST. MUTCD NTC SDRSD TYP VAR ASPHALT CONCRETE EXISTING MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NEIGHBORHOOD TRAFFIC cmcLE SAN DlEGO REGIONAL STANDARD DRAWINGS TYPICAL VARIES "AS BUil T" P.£. ___ EXP. ____ OA"IE RE\IIOED BY: -~7__ ~==-__J----INSPECTOR DA"IE Kimley>>)Horn ~I CII;lcO~C~~TAD II~ 401 B Streot,. Suite 600, Sm llie<jo, Callfomla 9210! l-----+--+----------------+---l---+--+---11-~-I Phaio: 619.234.9411 I www.lcimley-han.com ~ESSJ~ >-----+--+----------------+----+----+----+---ii CAfl.SBAD =::c ~™ PLAN ~,,,_t. s_,_.~ . . rt~..,,_ 72566 ~ ----------------------------1~' ~ "'-'1.,. z. ,l ~ r,p_ 6-J0-2!122; /1\lRANSPORTATION DIRECTOR P.E. 4907ll DATE ~~ ;:,~---OI~ (FN~ REVISION DESCRIPTION t-011£R-0-A1E __ ~NIIAL--+-:V-:JE--~--!Al.-11:;li~ ; :I I PR~NO. II DRA~0-1
INSTALL SPEED CUSHION AT LEAST 2 FEET AWAY FROM EXISTING MANHOLE.05/13/22I I LEGEND ~ NEW SIGN LOCATION EXISTING SIGN LOCATION _:0 -~--=--:---:-------=---------------.. _ _ rrrr-rT1--1-r-r --r , -1 . ~--1=:~1~1=1=1~1~1~1=1~ 1-, "~->----;,~, -----1::~.,&-~:-~------=-=-c.....~ _ _iJ ___ L_'1lJ1J ___ L_i__lJ __ J 3654 / I I • R26{CA) ~~ -' --------' ' 3 -CH DR ~ ~ ~ 5a ~ ,I '§ ~ CONSTRUCTION NOTES ] "' ............ ____________ __ !~~~,~~ -o TOU. FREE t--«M)-221-2600 APl&JC 8Y a: I.JClERiGRCUID 9:JNCE M.E1tT GRAPtlC SCAl£ IN F<ET 02040 80 MAla-1 LIE SEE ABCNE ---.......:.... __ El<IST. R2-1 I I I ----------EXIST. ----------SIBEET LIGHT s 0 CONSTRUCT ASPHALT SPEED CUSHION PER: DETAIL t, SHEET 6, ASPHALT SHALL BE CLASS 02-PG70-10. WHITE MARKINGS ON n-1£ SP£ED CUSHION SHALL BE PA!NTFI) P~R C:A MllTC'.:I) J:1'7:llR!='" ?iA-?~ nPTIClN A 0 FURNISH AND lNSTALL NEW W84 (CA) ·sPEEO HUMPS AHEAD" $[GN ON NEW 8REAK-AWJ..Y POST PER SORSO M-45. G) INSTAL.l.. "BUMP" PAVEMENT MARKING (YIHffE THERMOPLASTIC) P.ER OETA[l 2, SHEET 6. ® FURNISH AND INSTALL NEW W84 (CA) "SPEED HUMPS AHEAD .. S!GN ON EXISTING POST OR LUMINAIR£. ® PROTECT EXISTING MANHOLE IN PLACE. ,,L~4~361~o,,,,/ V: / 3608 ------l-o ; ~ -3608 ---EXlsr_ W1-1 AND W13-1P ON S1REET 3604 LIGHT ®' El<IST. R1-1 GRAPHIC SCALE IN FEET 02040 BO SIGN LEGEND SPEED HUMPS AHEAD W84(CA) 36"X.36" "AS BUILT" P.E. ___ EXP. ___ _ DAlE RE\IIE'M!ll BY, -.c...>L ~~-=---=---INSPECTOR DAlE Kimley>>) Horn IT II CIUic0~C~TAD II SH~I 401 B Sb"eet,, Suite 600. San Diego. Califom~ 92101 t----,--+----------------+--+---,f----+--, I....,_.. PL.Ma POfl, I i-..:.Ph.::~=~-61=9.=234:..:::.94.::'.::' .:.I .:-=.ldml=" ::ey---::'.....han.==-=----1-.. -_-_-_-_-J_-_-_-_-J_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_7J-_-_-_-_-_t ... -_-_-_-J ... -_-_-_-_++----_-_-I"" .~,ms,~ l----+---+-------------+--l--1--+--I ~~-~~ ~~ ,\. L s-,.,_ ~ . _ g ~.~,,... i t----t--1----------------+---l-----+-----Je-----l lAP~~ l/-%f"•=tl ~ ~ &-30-2022; t----,---t....,..-/1\--------------+-----,f-----l------+--°" ~All~ DIRECTOR P.£ -49070 ~ ~4' ::,~,. ..=.. ::.. REVISION DESCRIPTION ... OTIEl--=°":..:"=-----'-"NllAl.= ... :+.::rcc"=--.....:-=N.=---l 15:t~ e :11 PRO~NO. 11 DRA.=.;0·1
05/13/220 0 u 0 u. / I / .,.-# 1/\ ~ ,.[J~ '· ~<t> \, 2881 / / / / 1 I I I 0CIST. R1-1 AND Rl-/ I I / I ' ' ' ~ ~.# <;;> 2885 / " / / I I / " " EXIST. S1REET UGHT I 7861 " " ~-" " EXIST. " '--@ ~ ' '\, ' 7865 ~ " ' I I ',✓ ~ -------------I I \ 7869 \ \ 7827 1.857 \ \ \ \ \ I I I \ / ! r-------~ I 7ff73 j EXIST. R2-1 --_ ON ~~_r _______ ------- - -__5✓ 2875 \ I I 2869 \ / / 'ZN3 / I 2877 GRAPHIC SCA!.£ IN FEET 0 2040 80 I . . _: ________ J--------J i I I 1 Ji LI ,,,,, : ''" : J • ______ J ____ ~ ! )---~ ~ ~ SCOOHY ~r ~ / / / 2889 / ------7--i --r-;-----.-I --~7---~s~~1----1-- ---f---7----,---~ i GRAPl-ilC SCAI..E IN FEET 0 20 40 80 I I I I I §: ;:: ;:: LIGHT ;ii 2893 / ~ I ~ I t I I I ! 2897 : o 2901 I 2905 o : 2909 I 2913 I 2917 I 2921 I 2927 I 2H29 I I LEGEND NEW SIGN LOCATION EXISTING SIGN LOCATION CONSTRUCTION NOTES 0 ~~~:;~,c:~~:~~L ~H~~E~E c~:~ct Di~~gg~;~_,. Wf.:tT~ ~IARKJNGS 0~~ THE S?E.::O CUSHION SHALL BE PAJN:ED PER ·:A ~.:!UTCD ~Gt;RE 38-2D OPTION 8-® FURM;SH AND !NSTALL '~EW W84 {C/i.~ "'SPEED HUMPS -~.i-!EAo·· s Gr, SN NEW BR~AK-AW .. ;Y ?OSi ?ER SDRSC M-45. 8 lN~TAi...L ·su11.,1p" PAVEMENT MARKING (?./HITE THERi-ACPLAsr;::) ?ER DETAIL 2. SHEET 6. SIGN LEGEND W84{CA) 36"X36" "AS BUil T" P.E. ___ EXP. ___ _ REVIEWED BY: ~--5:l.-~ -~-=-INSPECTOR DAlE DAlE
20'14'26'YELLOWYELLOWYELLOW05/13/22E 8 : I : : I 7ffl9 I a: I = i I I : ; ------1 I 1' I I r----~jl g : ---~ : : I t----I I I I I I ~ I I I I I I 7ffl8 : 2932 ~ : 2934 I 2936 I 2938 : 2940 : 7821 C) L 7ll24 I L 3006 1 3008 I 3010 : -~ ___ _l ____ i ______ L _____ L ___ _;:y _ ---~---i__ ___ _;sr~~----l __ ~ \ -\ !!;' 11.JGHT I I 11.JGHT I I ONSTREETI w I w ONSlREET \ ~ ii: LIGHT ~ ~ LIGHT i o I I I I I I I o I c I I ·~\ ~ = i ~ i = i = i = i -· i = i ~ i ~ : = i ~ \ \ : : : : : : : : ~------: a: 0 I "' w ::::, 0 (✓::_---r-RH \ 3011 I GRAAIIC SCALE IN FEET 0 20 -40 80 L__ _________ _ :5013 \ 3015 \ \ I I 7ll24 GRAPHIC SCALE IN FEET 02040 80 LEGEND ~ NEW SIGN LOCATION EXISllNG SIGN LOCATION CONSTRUCTION NOTES 0 CONSTRUCT ASPHALT SPEED CUSHION PER DETAIL 1, SHEET 6, ASPHALT SHAU BE CLASS D2-PG70-10. W.-UTE MARKINGS ON THE SPEED CUSHION SHALL BE PAlNTEO PER CA MUTCD FlGURE 38-29 OPTION 8. 0 FURNISH -"D INSTALL NEW W84 (CA) -SPEED HUMPS AHEAD. SIGN ON NEW BREAK-AWAY POST PER SORSD (D INSTALL "SUMP" PAVEMENT MARKING (>MITE THERMOPLASTIC) PER DETAtL 2, SHEET 6. 0 REMOVE EXISTING PAVEMENT MARKING BY GRINDING. ® INSTALL ·sLOW" PAVEMENT MARKING { THERMOPLASIIC) PER CALlRANS STANDARD PLANS A240. ® INSTALL .. SCHOOL. PAVEMENT MARKING ( THERMOPLAS11C) PER CAL TRANS STANDARD PLANS A240. 0 INSTALL ·xtNG .. PAVEMENT MARK1NG ( TI-lffiMOPLASllC) PER CALTRANS STANDARD PLANS A240. ® PROTECT EXISTING UllUTIES IN PLACE. SIGN LEGEND W84{CA) =· "AS BUILT" P.E. ___ EXP.____ DAlE RE\IIEWED BY: -=)..{_ ~--=-.::::_=-=--•-INSPECTOR DAlE ' ' ' Kimley>»Horn ~II Cf£lR,k,c~~TAD IISH~I ~1--------------,i~~ i....:.~=""=~--s.,=-===-=,;.. __ , __ . 000. .... 1 =-=-=-=· =Oiego.:::y--h,,n.-==~=::::.-=_'"_•_21_01...J-:~--=~--=~-r=~--=~--:~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~--=~-r=~--=~--=tl--=~--=~-/~~--=~--=i+--=~--=::-11.._.......... I ~•ss,~ l----+---+-------------+--+---1---1---1 c~~~:3JIA~ £ ~ SER\K:E ALERT ,#,\.l-s.,,_,,~ . . i ;,_ ... &-~ ~ f---+--1----------------+----1--+---4e-~1--::G:~ 'f. z.r-~,, -It * l-1-=:::::;:::j=::;::::::j:2"':i============================j====::;t===jt====t:::::::::j lRANSPORTAlK»I OIRECTOO P.E. 49070 ~ -'qlt-:::r~""-DAlE INlllAL DAlE NJlAL DATE .... lW. l~WN BY: ___es__ll PRQ..ECT No. II ~~--NOi ENGINEER CF V<lRI( REVISION DESCRIPTION 1-0-"THl!=---'--'-=.._c..+-'=-''-_...L:= ... ~ 1= ~~ ~I 8070 .. ......-v -
05/13/22J.> -;:: '-' I FACE OF CURB 5.25' I 4(/ 1• DEEP 8-50' PLAN VIEW SECTION A-A CD SPEED CUSHON DETAL NOTTOSCALE 8.50' -I I IA I I I 5.25' I r FACE OF CURB 8' L @"BUI.F PAVB.ENT MARKNG NOTTO SCALE "AS BUil T" P.E. __ EXP.___ DATE REVIEWED BY: INSPECTOR DATE Kimley>»Horn L!II CILtc0!«sC~~L3TAD 1m 40I B street. Suite 600, San Diogo. California 92101 f---+--+--------------+-~----1---+----11_..._..._ I i-..:...:.Phon==.e::_:::61:_:::9-=234:.:::.94:..:.1:..:._1 .:._I ::..::.::.Jciml:::" ::.::ey-h'.....:::om.::.oom::::.__---ll--r---_-_-+t---_-_-_-J_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---4-+_-_-_~+_-_-_--l-f--_-_-_--l-f--_-_-_.-I 1----+---I---------------+-~--+--+--' . CAFI..SBAD ~~PLAN l---+--+---------------1-----l----L.---J.---1 I~~ ~ ~ Zf• ii/ I 1---+--+-r---------------1-----l----'-----'----I lRAIG'ORTATIQI DIRECTOR P.£. 49070 DAlf,; DWN BY: _ES_ I PROJECT NO. II DRA62'M':;_.N0-1 1-0ll£R.:_DA--=.TE~N'PROYALL.INl::..c11M.=-=-+--=-:r,-'-TEC-N'f'ROV--'--NTIAL-lll.=--I = :~: ~ . 8070 .. v., . DATE INlllAI. ENGIM'ER OF WORK REVISION DESCRIPTION