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DWG 480-4; CT 12-07; VALLEY 17; 01-10
-------··-·· - - l'..J-----------------------'~·----------------------------------------------:--:'.""":::::--::::~-----~-------------------------------------1~!:!~ . WORK TO . DONE . . . ... .. . THE: IMPROl(EME:NT IYt/RK SHALL BE: PE:RF'ORM1'0 IN ACCORDANCE: IWTH THE: Gil:NERAl. NOTES STREET NOTES Sf 6NING ~ND STRIPING NOTES VIC I N I TY MA p FOLLOWING DOCUM£N7S; CURR£NT AT TH£ 11M£ dF CONS7RUC110N, AS DIRECTE:D '' ' N£D AFTE:R "R" VALUE: 1. TH£ CONTRACTOR IS R£SPONSIBLE FOR INSTALLING ALL SIGNING AND SlR/PING. BY TH£ CITY £NGIN££R. 1. , THIS PLAN SUPE:RSED£S ALL OTH£R PLANS PR£VIOUSLY APPROVE:D BY THE CITY 1. ACWAL SlRUCWRAL SE:C110NS WILL B£ D£TE:RMI t. CARLSBAD MUNICIPAL COD£ OF CARLSBAD R£GARDING IMPROVE:M£N7S SHOWN ON THIS SET OF PLANS. TE:S7S HA VE: B££N CONDUCTE:O BY A . PROF£SSIONAL ENGINffR OF OF1HE ASPPr:1,·1,,E0 2. SIGNINGL STRIPING AND PA VE:M£NT MARKINGS fHALL, CONl:,_ORD M207i0~ THRl.5C,A0LNIF01RNAlSA 2. CITY OF CARLSBAD ENGIN££RING STANDARDS OF CALIFORNIA, PR/NC/PALLY DOING BUS/N£S$ IN TH£ FIELD ~ L, MANUA ON UNIFORM lRAFFIC CONlROL D£VICE:S 1FHWA S MUT1.,. . .., L., , , CITY OF OCEANSIDE 3. THIS SET OF PLANS 2. APPROVAL OF THIS PLAN DOE:S NOT L£SS£N OR WAIVE: ANY PORTION OF TH£ SOIL MECHANICS, ON TH£ PR£PAR£D BASEM£NT SOIL 1H£ "R" VALUE: TE:STS. AM£ND£D FOR USE IN CALIFORNIA), CALTRANS STANDARD SP£C/FICATIONS (JULY 2006. 7B 4. R£SOLUTION NO. 7009 DATE:D S£PTE:MB£R 18, 2013 CARLSBAD MUNICIPAL COD£, RESOLUTION IJF COND/110NAL APPROVAL, CITY AND 1H£ £NGIN££R£D STRUCWRAL S£CTION MUST B£ SUBMITTE:D TO TH£ OR LA TE:ST VERSION TH£R£0F), THtS£ PLANS AND TH£ SP£CIAL PROVISIONS. . 5. THE STANDARD SP£C/FICA TIONS FOR PUBLIC WORKS CONSTRUC110N (GR££N BOOK). STANDARDS OR OTH£R ADD/110NAL DOCUMENTS -LISTER£DSPHON£RS£J□~ ACSHARTJ!fYs!f,AALLY £cN,TYG/Nwa£ERRIKNIGNG,NDSPA£YSc~,.ORF~RTH~£WORV/£WKA,ti.DGINASP.PROVAL A MINIMUM OF 7WO <2) J. ALL SIGN/NC) AND SlRIPING IS SUBJ£CT TO 1H£ APPROVAL OF TH£ PUBLIC WORKS 6. SOILS R£PORT AND R£COMM£NDA110NS BY ALTA CALIFORNIA G£0TE:CHNICAL, INC. PERTAIN TO 1HIS PROJECT. 1HE ENGINEE:R IN o~L = n oLr' L ~ oL DIRECTOR OR HIS R£PRES£NTA11V£, PRIOR TO INSTALLA110N. DATED OCTOBER 24, 2013 R£VIS'E THESE PLANS WHEN NON-CONFORMANCE "IS DISCOV£RED. 2. STRE£T LIGH7S SHALL 8£ INSTALLED AS SHOWN ON THESE PLANS, lf.~p£RONGROU7HN~ 4 ANY DEV/A 110N FROM THESE: SIGNING AND SlR/PING PLANS SHALL BE APPROVED BY THE 7. TH£ SAN D/£GO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY · OCS NOT REl.l"""" 7H',,. D"'""LOP'"R OR £NG/N££R CONDUIT RUNS, S£RVIC£ PD/N7S AND HAND-HOL£S SHALL BE SHOm, " . ENGIN££R OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE: IN THE FIELD. ~ TH£ CITY OF CARLSBAD STANDARDS. 3.; CITY APPROVAL OF PLANS D L,L · L ~,., L, -"AS-BUILT" PLANS. NO DIR£CT BURIAL STR£ET LIGHT FOUNDA110NS MLL 8£ NOT TO 8. CALIFORNIA COASTAL COMMISSION DEVE:LOPM£NT PERMIT COND/110NS OF-WORK FROM RESPONSIBILITY FOR 1H£ CORR£C110N OF ERRORS AND ALLO""'D. ALL LUM/NA/RES SHALL B£ ·cur OFF" TYPE. 5. ALL SIGNING AND SlRIPING SHALL BE R£FLEC11VE: PE:R CALlRANS SP£C/FICA110NS. '!'--Ht:J.1-SCALE DATE:D _,.,_N,.,IA,__ _____ _ OMISSIONS O/SCOV£R£D OUR/NG CONS7RUC110N. ALL P~N R£VISIONS SHALL "~' SlRIPING SHALL B£ REPAINTE:D TWO WEEKS AFTER INITIAL PAIN11NG. SIGNING SHALL USE 9_ S7iORM W.;;;;;R POLLUTION PR"""NTIO. N PLAN PR£PAR£D BE PROMPTl.Y SUBMJTT£D TO THE CITY ENGINffR FOR APPROVAL 3. ALL UND£RGROUND U11UTIES AND LATE:RALS SHALL BE INSTALLED PRIOR TO ENCAPSULATED LENS REFLEC11VE SHE[TING (HIGH INTE:NS/TY OR EQUAL). ~ ,.,L, L,L CONSlRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF S7R£ETS. · VE:MENTS ALL STRE£T STRIPING AND r,i,o BY: HUITT ZOLLARS DA TED: NOVEMBFR 25, 2013 4 A RIGHT OF w."Y P"°M/T "ROM THE CITY ENGINEER WILL B£ REQUIRED FOR ANY •=o 6. PRIOR TO FINAL ACCEPTANCE OF STRE£T /MPRO ' . ROJECT ··LL B'E CITY OF VISTA "~ID NO g J7CJ70161 SW (13 JBQ) • --" "" r, , 4. v.HERE AN EXIS11NG PIPE LINE IS TO BE ABANDONED IT SHALL BE REMO,L, AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUC110N P m nu. ,c--~iFlt1 TETH~F Pff!s~~ANRJlHTMu'fr BEWA#Lr.riR//f!.i1tJJOTH£P~f~7ar b5fti1i~~ A~ WITHIN TW£NTY FE£T OF BUILDING.OR STREET AREAS AND REPLACED WITH RESTOR£D TO A "LIKE N£W" COND/110N, IN A MANN£R M££11NG TH£ APPROVAL OF 1H£ ~-10. STORM WATER MANAGEMENT PLAN PREPAR£D AN ADDITIONAL . INSURED ON THE PERMITTE:E'S POUC,Y IN THE MINIMUM AMOUNT PROPERLY COMPACTED SOILS. IN 01HER AREAS THE PIPE WILL BE PLUGGED · CITY INSPECTOR. ROA BY: HUITT ZOLLARS DATE:D: NOVEMBFR 25, 2013 SI\MP (13-21) OF 11,000,000.00 FOR EACH OCCURR£NCE OF LJ~BIUTY. TH£ INSURANCE: 'MrH CONCRETE: OR REMOVE:D AS APPROVED BY TH£ CITY ENGINEER. z EXACT LOCATION OF SlRIPING AND STOP LIMIT LIN£S SHALL BE APPROVED BY THE 11. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONS7RUC110N HANDBOOK AND COMP"NY :. ""'ITING THE POLICY MUST HAVE: A RA11NG OF "A-" OR BETTER . ALL BE iNSTALLED P£R REQUIREM£N7S OF 1111.£ 24 ' PUBLIC WORKS DIRECTOR OR HIS R£PRES£NTA11VE PRIOR TO INSTALLATION. ~-do~ CALTRANS CONSlRUCTJON SITE BMP MANUAL. ,. ""·-_ _ _ _ 5. WHEELCHAIR RAMPS SH • :flll'-~ LEGEND AND A Sil£ CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY. "BES7S" KEY CALIFORNIA ADMINISTRA11VE COD£ 8 CONTRACTOR SHALL R£MOV£ ALL CONFUCnNG PAINTED LINES, MARKINGS AND PAVE:MENT _ -"'ui~ OF ... ·DESCRIPTION . . DWG. NO, RATINGGU/0£ . , , I 6, STREET TREES SHALL BE INSTALLED PER SEC110NIVD.3. OF THE CITY . LEGENDS BY GRINDING. DEBRISSHALLBEPROMP1l.YREMOVE:DBYTHECON7RACTOR. ~ MARCOS RIGHTOFWAY.LINE ..... · ... ·•• .•• ···-· .. ·-·····-·.· •.••• ... ······.····•• .. • SYMBOL QUANTITY 5. NO ·. ·· WORK . SHALL BE COMMENCED UNTIL ALL PERM/75 HA VE: BEEN OBTAINED FROM OF CARLSBAD LANDSCAPE MANUAL . 9, ALL PAVEMENT LEGENDS SHALL BE rHE LATE:ST VERSION OFTHE CAL TRANS ME:TR/C PROPERTY LINE.. . •.... , ••. , ••••.• , •• ~ .· .................................... --~----- , .rHE CITY ANO O'/'HER APPROPRIATE: AGENCIE:S.. ·. ·.. .,.,, ·. ·.. . ,, ' . . 7. '1f/lwJ/l,l'~NfH1#1,'f!;.'ffiERSHJtfs!£aPb1F It,/ THE :Tf'l~T .. WITHl1 .. THE; UM/TS IQ. :M~c~~;E:S ANO CROSSWALKS SHALL BE: FIE:LO I.OCA~ CROSSWALl(S SHAU. ff.Aloi!;' 19' IJENTERUNE 0 -•~-·.·/•fi""'··.·>'·.••·---'·······.•·.,· .. ···•s-••'··········~···---·----- 11, /%f,,%fJW,,,,,,,.9' ARU1fl{f,. ~#te,b't r,R,JE ro .~oute /J1~ P~OPPJf,P s. ~ALLSUIJ,'tf'I" ~Mi'ff'Jl.itu.D '71'lll!tiv~t&,. AR~J1S1[/!JS~Jito: ~ Wflft ' INSIDE: DIMENSION .UNl$SS OTHE:Rlt1Sf: SPE:CIF'/f;D, . .· . . .. . . PACIFIC. , Di ·'i),V,\ ~~\.:,Wt si~";;;i';t·.::t':::::t:.:,:::-:~::::::::ccc:;z:c;1S:::.::::::t::s::::::~:~:.:-:sczs) ·.\CL;>!"'.'-'"'"·"""''· , . ·:, 1/,IPf/Ql.f;M/;NT A(lf!gt,fENT, •.. . . . . "· ' PROFESSIONAL LAND SURVEYORS ACT. . .· i II. ASHLLA~OI/IIIJ.W.THlo\L~~OPU':'~7snllcNE:Ji.iJ!Jl!'o'::,'llt1t1l:t'tf,~fJ'JirJ.RROWS AND PAYE:MEN1' LE:Oef,!D!!I . EXISTING SEWER MANHOLE : •• c: ... :-.•. : ... -·-··-·-····-··~···""·····:-...........•. ,_,,,;)-i ....... ---7; · NO REVISIONS ·· ~/.I, Be MADE: TO 1HE:5e PLANS IWTHOl./1' 1HE: WRltrrN APPROVA4 · ( ' ·SH-HALL BE PROVIDE:D TO THE: CITY -~ ~nm ~ OCEAN ' OF' THE ' CITY E:NG!NE:E:R, NOTm .WITHIN THE: RE:VIS/ON BLOCK, ON THE: 9· TWO (& S£7S Of' SURVEY CUT L~ TS S 12. f/RE: HYDRANT PAVEME:NT MARKE:RS SHALL CONFORM TO THE: CALIF"ORNIA MANUAL ON EXISTING WATER M~~ ·------------------------.--------------------------------·--· • ·, ., ., ••• , APPROPRIATE SHl;E:T OF THE: PLANS AND nru: SHE:E:T. £NGIN£ ING INSPE:CTOR. UNIFORM TRAFFIC CONlROL.DEVICES (FHWA'S MUTCD 2003 REWSION 1, AS AMEND£D ~ EXISTING ARE HYDRANT ·--------------------------------------------------·----· 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON 8£/NG FOR USE IN CALIFORNIA) AND SAN D/£GO R£GIONAL STANDARD DRAWING M-19. EX/STING RECLAIMED WATER ------------------------------------------------------~. --.--RW----------·---- SIGN£D BY THE CITY ENGINEER. SEWER NOTES 13. ALL M£DIAN NOSES AND FLAR£S SHALL BE PAINTED YELLOW. CITY OF ENCINITAS EXISTING S~M DRAIN ·---·-·---------·-------·--·----------------------------· , ___ ,,__ (SJJ ·-------·--V/=o 710 R£FiL"CT AS BUILT COND/110NS 1. S'E"'"R MAIN AND APPURTENAN .. CE:S SHALL BE CONSlRUCTED IN ACCORDANCE m7H ORM 9. •. rHE ORIGINAL DRAWING SHALL B£ RE .x, L · -.,L, t ,1 14. ALL SIGNS suALL B" ST•NDARD SIZE AS SHOWN IN THE CALIFORNIA MA. NUAL ON UN/Fi EXISTING s~OR" DRAIN S1RUCTURE ·--------------------------------------------· , .. c TH" '"ORK BY 1H" 7H£ "CITY OF CARLSBAD ENGINEERING STANDARDS 1LATE:ST ED/110N1, VOLUME 1-n L '" ,, ,. BY 1H£ ENG/NEE:R-OF-WORK PRIOR TO FINAL ACCEPTANCE OF L "' ~ GE:NERAL D£SIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SE:W£R lRAFF/C CONlROL D£VIC£S (FHWA'S MUTCD 2003 REWSIONI, AS AM£NDED FOR USE IN EXISTING STORM DRAIN ---------·--------------------·--·-----------------------... ----\:lf. .... - CITY. LIN£S AND APPURTE:NANC£S, AND VOLUME: J -STANDARD DRAWINGS AND NOTE:S CALIFORNIA) UNLESS OTHERmSE SPECIFIED. 6" CURB ---------------------------------------------------SDRSD G-1 ·-------· 10. ACC£SS FOR FIR£ AND OTH£R £MERGENCY VE:HICLES SHALL BE MAINTAINED TO AND THE STANDARD SPEC/FICA110NS FOR PUBLIC WORKS CONSTRUCTION, LATE:ST 15. SIGN POS7S SHALL B£ SQUARE PERFORATE:D STE£L WBING mTH BR£AKAWAY BASE PER 6" CURB & GUmR __________________ c: __________________ · SDRSD G-2 -------- 7H£ PROJECT SITE AT ALL TIMES DURING CONS7RUC110N. EDITION (GREEN BOOK). SAN D1£GO REGIONAL STANDARD DRA'MNG M-45. 4• PCC SIDEWALK -----------------------------------------· SDRSD G-7 -------· ~·~·~· ·•~~~~ ti: v.HERE 7R£NCH£S ARE 'MTHIN CITY £ASEMENTS, A SOILS REPORT COMPRIS£D OF: 2. 1HE CONlRACTOR SHALL OBTAIN AN £XCAVA110N PERMIT FROM THE DMSION 16. v.HEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY CURB RAMP TYPE A··----------------------------••-------SDRSD G-27 , _____ _ . • (A) SUMMARY SHffT, (B) LAB.ORATORY WORK SHEETS AND J_G) COMPACTION OF /NDUSlRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL OF CARLSBAD .MOUN11NG BRACKET mTH STRAPS. 4• AC OVER 6_5• AB. , ·--------·---,·---------------------COC GS-!7 ·•----· , CURVE:S, SHALL BE SUBMITT£D BY A PROFESSIONAL ENGIN££R . 1HE STA TE OF PROVISIONS OF THE STA TE: CONSTRUCTION SAFETY ORD£RS. 17. EXIS11NG SIGNS REMOVE:D BY THE CONTRACTOR SHALL BE D£LIV£R£D BY THE CONlRACTOR VARI ,cLE =icKNESS AC OVERLA y ---------·'-·"-·-SEE DETAIL 5 ON SHEET 3 . CALIFORNIA . PR/NC/PALLY DOING . BUSIN£SS IN THE FIELD OF APPLIED . SOILS J. BE:F'ORE: ANY •. CONNECTION . TO THE DISTRICT'S EXIS11NG SYSTEM. A PERMIT TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. = m MECHANICS'. ·. 11-/£ SOILS RE:POR7' WILL B£ SUBMITTED TO TH£ CITY ENGINEERING SHALL BE OBTAINE:D FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVE:D GRIND PAVEMENT EDGE' ----------------------------SEE DETAIL 6 ON SHEET 3 · INSP£CTOR WITHIN 7WO WORKING DA l'S OF COMPLE110N OF FIELD TESTS. rHE BY 1HE DIS7RICT'S £NG/NEER AND SUPERINTENDENT. 18. ALL SIGNS SHOWN ON 1H£SE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALL£D BY 'M?ITT£N FIELD COMPACTION REPORT(S) SHALL BE IMM£DIA.TE:LY SUBMITTE:D TO · HT · THE CONlRACTOR £XCEPT THOSE: SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE B' CURB ONLY ·----····························-·-·-······ COC GS-18 ·•••••••• THE CITY ENGINEERING INSPECTOR UPON coMPLE110N OF THE FIELD T£S7S. 4• 1Wf0:fy f~J/f'lf,Jft' Bf~~~JiRi~ •. ANY PUBLIC RIGHT OF WAY._ A CITY RIC RE:LOCATED oR TO R£MAIN. DRIVEWAY 51/2" _Pcc O'IER e· ,AB,··-··"···········------· SDRSD G-HB ,-•···· 12. A PRfCONSTR(IQ:UQN MffTING $HAU . Bf #fl O AT THE SITE PRIOR TO 7HE' 5 •.. THE CONlRACTOR SHALL NOTIFY rH£ CITY OF CARLSBAD ENG/N££RING. lfl, (IF NE:CE;SSARY) l'tHE:RE: R4-'7 SIGN AND OM1-J OBJE:CT MARKER 0 ARE. TO 8£ INSTALLED AC DIKE 'fypt·'E', ·:,.~::•=.::cc,;;.L ... c······cc·--c•:::··:· SPRSO. G-5~• ·.·.,·:·• BEGINNING . OF . WORK . AND . SHALL BE A TTEND£D BY ALL fiEPRESENTA 11VES . ,. •/NSPEC110N .,. .48 HOURS PRIOR TO THE: BE:G/NNING OF'. CONSTRUCllON, ,c. -.IN ,,, A , 2-FOOT WIDE ·M£DIAN NOSEj" THE: R4-7 SIGN SHALL BE: 18 X24 ANO THE OMt~J CROSS GUTTER ·,; .. ;~ .. :,~:,=;;~:., .... c ••••• ~: •••••••••• ;. SDRSD G-12" ; ..... . ,, ESPONS/BLE" FOR CONSTRUCnON INSPECnON . SUPERVTSION TESnNG AND. L (TE:LE:PHONE N0.[760J.4JB-.J8f'!1) . OBJECT MARK£R SHALL E1£ 12·x12 I/IY CAWNG TH INSPt::onON UNE fr'ft/JJA~W-J//1~7A AT JfsTuF1VE: rsf wMJ/~o ·· ··· · ·, ··.· ·· · .. ··· · · · · · SIDE coNNEC;~ to CVRI! INLET··········'·~': .. c •••••••• : •• soRso o.::e •····•:· . DA\'S PRIOR TO /f/TARllNG Q()NSTRUOTION, APPROVED DRAIWNGS MUST BE AVAILABU; WA'l'Ei;t NOTES --, ·. • .. ,. ·, ..... ·, ·· .•····· .··· .•. · .. ' i · .. ··· · .. ·.· ·. ·. . · . JNl)EX bl" SHEETS CONCRETE COLLAR -··········~,. ••••••••••••• c ••••••••••••• COC DS-5 ••• , •••.•• · · PR/GR 70 SCHE:DU!,!f'!G, THAN F' 1• ~A/ggRtA:&iYC;f#, w1,;"t '!&'fr A,Jt0 c~':t.'JGJ.JiN:J:&ff.i~ES,::tf s~~,,.~~'IJ!.uclff! rci1 NAME NUMBER 36" RCP STORM □RAIN, 20000 •• ,. •• -·-··················-·,······-·············-- 17////////A P.,-:-:c7:-,1l-:-,.,-,-,.c:O:-scc~ ~.;..;,;,.0-..:.:.. :..;o.-:.:..-'-d ,1 1:,. MADE BY CA L G TH£ ENG/NEE'RING 24-'-HOUR INSPE:CllON RE £ST LINE A EDITION) VOt.UMES 2 & J. ', TlT\.E SHEET 1 CATCH BASIN TYPE '(j (J'x6') --·------------------•----------SDRSD D-8--------- 760 -JB91. INSP£C ON REQUES7S MUST BE ,:.~w~:Rl:LLTO Bioi:o 2. THE CONlRACTOR SHALL OBTAIN AN £XCAVA110N P£RMIT FROM TH£ DIVISION ~~~:~ ~iwsD~A~C[ MAP .~ 29"x45" ELLIPTICAL CONCRETE PIPE-·--------------------------------------------===31E=== OF /NDUSlRIAL SAFETY BEFORE: ANY £XCAVA110N AND SHALL PROVIDE: PROOF 4 1.25' X 4.5' REINFORCED CONCRETE BOX ·----------------------------------□ TH£ NEXT WORK DAY UNL£SS YOU REQUEST 01H£RWISE. REQU£S7S MADE AFTER ' OF OSHA NOT/FICA 110N AND SHALL ADH£R£ TO ALL PROVISIONS OF THE STA TE: VALLEY SlREET . 2:00 P.M. WILL B£ SCHEDULED FOR 7WO FULL WORK DAYS LATER. CONS7RUC110N SAF£TY ORD£RS. FRAZIER AVENUE 5 CURB INLET TYPE B (NO ~NG} L=7'. ------------------------SDRSD D-2 --------7iT 14. 1H£ OWN£R AND/OR APPLICANT 1HROUGH THE DEV£LOPER AND/OR CONTRACTOR 3. BEFORE ANY CONN£C110N OR SHUT DOWN OF VALVE:S ON EX/S11NG C,M.W.D. t't/l!:~I~ ~ SlREET SUR'IEY MONUMENT ~lH BRASS DISK STAMPED PLS 6343•--SDRSD M-10-------,,....--..,.- SHALL DESIGN, CONSlRUCT. AND MAINTAIN ALL SAFETY D£VICES, INCLUDING LIN£S A P£RMIT SHALL BE OBTAIN£D FROM TH£ C.M.W.D. OFFICE AND MUST STORM DRAIN PLAN & PROALE 8 CURB INLET TYPE 'B-1' (ONE V.,NG) L=17'. ----------------·-SDRSD D-2·--------b...J-= SHORING, AND SHALL 8£ SOL£LY RESPONSIBLE: FOR CONFORMING TO ALL LOCAL, BE 'SIGNED AND APPROV£D BY TH£ CITY .OF CARLSBAD'S D£PUTY CITY s=EET CROSS SECTIONS 9 STOR" ·w'ATER =EATMENT SYS .. TE"··------------------~SEE DETAIL 19 ON SHEET 2· RQQQ STATE: AND F£D£RAL SAFETY AND HEALTH STANDARDS, LAWS AND R£GULA110NS. £NGIN££/? AND THE UTILITY OP£RA110NS' PUBLIC WORKS MANAGE:R. "' m '" , m ___ _ 15 • 7J!E vF?lfiTRAt,_7.l: r,-JH~'f &WFf:f/Nfi:RLA~~~/iw£ ci~CJJ:i%EZ 70 ~&iclUEfs~hW,%g 4· iA [:tE~ii:uc2g:sJ~~7J:fNgiG1:f.EWJf ltt~A!r7JR Hi~Li "':~'fr 0fttI ~OF~UCTIHLIT,TY;rl;PVERANOVE:M~ENiTS.~~~~~-~~~~~~~~-~~~~~-·--·--------------------·V/"/777777777777~ rHE DESIGN OF SHORING BRACING SLOP£ OR OTH£R PROVISIONS TO BE MAD£ CITY OF CARLSBAD ENG/NffRING INSP£C110N .48 HOURS PRIOR TO BEGINNING m ~././././././././././L'L'L'L< OF WORKE:R PROTE:C110N FROM 1HE HAZARD OF CAVING GROUND DURING THE OF CONS7RUC110N, TE:LEPHON£ N0.(760) 438-3891. FOR SCHEDULING. 81 L.F. 1229 L.F. 7243 S.F, 161 S,F. 18000 S,F. 3,047 S.F, 359 S.F. 109 L.F. 1640 S.F, 268 L.F. 980 ss. 1 tA. 2 EA, 25 LS, 1 EA. 86 L.F. 39 L.F. 2 EA . 4 EA. 1 EA. 2 EA. 287 S.F. EXCAVA110N OF SUCH 7R£NCH OR TRENCHES OR DURING THE PIPE INSTALL/-TION £ CITY OF CARLSBAD ENGINEERING /NSPEC110N 1HE:REIN THIS PLAN MUST B£ PREPAR£D FOR ALL lRENCHES FIVE FEE;T (5) OR 5. THE CONlRACTOR SHALL NOTIFY TH · . REFERENCE DRAWINGS 14"x2J" ELLIPTICAL CONCRETE PIPE ·----------------·-------·------------------$ti 44 L.F SlREET LIGHT (5500 LUMENS) HEI (HIGH EFflCIENCY INDUCTION) LIGHT SDRSD El** & E2*' 0>--Q-4 EA. MOR£ iN DEPTH AND APPROVE:D BY TH£ CITY ENGINEER AND/OR CONCERN£D D£PARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSP£C110N MAY BE AGENCY PRIOR TO EXCAVA110N. IF 1HE PLAN VARIES FROM rHE SHORING SYSTEM PROVIDED -TE:LEPHONE NO. (760)438-3891. STANQARQS £STAR/ (SHfD RY THE CQNSTRllC:UQN SAFETY QRQ£RS :UTI Li 6. NO TR£ES OR STRUCWR£S SHALL BE ALLOWED IN TH£ WATER LINE EASEMENT, CALIFORNIA ADMINISTRATIVE: . CODE, 7H£ PLAN SHALL BE PR£PAR£D · BY A ALL £XIS11NG TREES AND STRUCWRES SHALL BE REMOV£0 PRIOR TO REGISTER£D ENGIN£ER AT THE CONlRACTORS EXP£NS£ •. ,.A COPY or THE a.SHA COMMENCEMENT OF WORK -.. ANY £XC£PTIONS SHALL R£QUIRE WRITTEN .EXCAVATION., P£RMIT .MUST BE 'SUBMITTE:D TO THE ,INSPECTOR PRIOR TO PERMISSION FROM 1H£ DISTRICT ENGIN£ER, • ' '.EXCAVATION. , • · · . 7. ALL BUR/£D COPPER PIPING AND APPURTE:NANC£S SHALL B£ PROTE:CTED BY 16. 1i='AN'{ARcfikOL6G1cALRrsbuRc£s AR'E''oiscoiiERED v.im,r:t ANY WORK·. zoNE MEANS OF cAmov,c PRorrcnON. 1F D£V£LOPER/oWN£R c0Nouc1S A SOILS DURING CONS7RUC110N, · DPERARONS l\f/l CfASf IMMEQIA7FIY, AND THE TE:ST REPORT ANO D£MONSTRATE:S 1HAT PROTECTION CAN 8£ P£RFORMEO IN PE:RMITTE:£ MLL NDTJFY THE CITY ENGINEE:R. OPERA110NS WILL NOT RESTART ANOTHER MANNER, 1HE DISTRICT ENGINE£R mLL CONSIDER AN ALTERNA11V£ UN11L TH£ P£RMITTEE HAS REC£/V£D WRITTEN AUTHORITY FROM THE CITY FORM OF PROTE:CTION. £NGINffR TO DO SO. . B THE EXACT HORIZONTAL AND V£R11CAL ALIGNMENT AND TYPE: OF MA TE:RIALS OF 17. ALL OPERA110NS CONDUCTED ON THE SITE:· OR . ADJAC£NT 1HERETO, INCLUDING ., 7HE FIR£ UN£ LOCATE:D BETW£EN THE D£TE:CTOR CHECK VALVE: AND BUILDING WARMING UP, REPAIR, ARRIVAL, DEPARWRE OR OPERA 110N OF TRUCKS. SHALL B£ D£TERMTN£D BY 1H£ CITY OF CARLSBAD FIR£ .MARSHAL. £AR1HMOVING EQUIPMENT, CONSTRUCTION £QUJPMENT AND ANY 01H£R ASSOCIA TE:O GRADING £QUIPMENT SHALL B£ LIM/TE:D TO 1HE P£RIOD B£TWE£N 7:00 A.M. AND 9. ALL POTABLE WATER AND R£CYCLED WATE:R SERVICES SHALL BE t• AND ALL 6:00 P.M. £ACH DAY. MONDAY 1HRU FRIDAY AND NO £AR1HMOVING OR GRADING METERS SHALL B£ 5/8" (UNLESS OTH£RWIS£ NOTED ON PLANS). OP£RATIONS SHALL B£ CONDUCTE:D ON W££KENDS OR HOl,IDAYS. (A LIST OF CITY 10. ALL WATE:R M£TER BOXES SHALL B£ 77• X JO" X 12" POLYMER CONCRETE AS HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPAR71!£NT COUNTE:R.) MANUFACWRED BY ARMORCAST OR £QUAL. ' 18. ALL OFF-SITE: HAUL ROUTE:S SHALL B£ SUBMITTE:D BY 7HE CONlRACTOR TO 7HE CING BETWE£N POTABLE: WATE:R LATE:RALS ANO S£W£R SERVICES SHALL CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF 11• MINIMUM SPA . · WORK. THE CONlRACTOR SHALL BE R£SPONSIBLE FOR ANY D£BRIS OR DAMAGE B£ IO FEET. OCCURRING ALONG THE HAUL ROUTE QR ADJACENT S1REE7S AS A RESULT OF TH£ 12. 1H£ TOP OF WATER M£TER BOX£S SHALL BE FLUSH WITH THE FINISH£D SURFACE GRADING OPE:RA 110N. GRADE. 1". NOB'' "STING.· SHALL B£.. COM. M£NCED 'M1HOUT A CITY ENGINffR APPROVE:D 13. CONS7RUC110N OF WATE:R MAINS AND R£CYCLED WATER MAINS SHALL ADHERE To. ~. ..,. TH£ "CRITE:RIA FOR THE SEPARA110N OF WATE:R MAiNS AND SANITARY 5£W£RS BLAS11NG PROGRAM AND BLASTING PERMIT. PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTM£NJ: OF HEALTH S£RVICES. 20. THE EXISTENCE ,AND LOCA 110N · OF . UTILITY. S7RUCWR£S AND FACILIT}ES. SHOWN 14. AXIAL 0£FL£C110N AT 7H£ PIP£ JOIN7S ARE NOT ALLOWED. 1HE USE OF A HIGH- ON THE; CONSlRUCTION PL:ANS, WE;R£ Ol;ITAIN£D .. f/Y A SEARCH OF ., rHE AVAILABLE: DEFLECTION COUPLING AT A PIPE JOINT MAY B£ PERMITTED BY 7H£ INSP£CTOR ON RECORDS. .· A TTE:N110N IS CALLED TO 1HE POSSIBLE £XISTENC£ OF OTHER A I CASE BY CASE BASIS NOT TO EXC£ED 4 D£GRE£S. TOTAL 0£Fl,.EC110N PER UTILITY., FAC/U11£S .. OR S7Rl!CWR£S NOT SHOWN OR IN, A LopA 110N .. DIITT{IENT COUPLING (2 DEGR££S/EACH GASKET). USE' C£RTAINTE£D VINYL-IRON H.D. FOR FROM THAT SHOWN Oi{THE PLANS. TH£ CONlRACTORJS REQU/R£D fO TAKE D.U£ C900. ' PRECAUTIONARY 'M£ASURES. f6 PROTE:Ct . THE D11U11£S . SfiOWN ON THE PLANS AND ANY OTHE:R £XIS11NG FACILITl£S OR SlRUCWRES NOT SHOWN. 21. 1HE CONlRACTOR SHALL VE:RIFY 1HE LOCA 110N OF ALL EXISTING FACIL/11ES ,( ABOVE:GROUND AND UND£RGRO. UNO ) WITHIN 1H£ PROJECT SITE SUFFICIENT!. Y H£AO OF 1HE CONS7RUC110N TO PERMIT THE R£VIS/ONS OF TH£ CONS7RUC110N PLANS. ,/F /T. IS FOUND THAT 1H£ ACWAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22• ft~sfW1f1fjli_ORwofMfN'-h v1'ff~,g[E'ff' fr~Wf,~l'flNiWfJctftJ Hfi~w)mt,k FACILITIES AND SHALL COORDINATE WORK mm A COMPANY R£{'RES£NTA 11VE. UNDERGROUND SERVICE: AL£RT SDGllE PACIFIC Bill '11M£ WARNER. CABLE COX COMMUN/CA 110NS . · CITY OF CARLSBAO(STR££7S AND STORM DRAIN) *CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) 'SAN D/£GU/TO WATER DISTRICT . *L£UCADIA . WASTE:WA TER DISTRICT "VALLEC/TOS WA TE:R DISTRICT. "OLIVE:NHAIN WA TE:R D/SlRICT *BUENA SAN/TA 110N 0/SlRICT • • AS APPROPRIATE . (800!42.2-41.33 (800 660~ 7343 {BOO 892-0123 (760 438-7741 . (760 806-9809 (760 434-2980 (760 438-2722 (760 633-2650 (760 753-0155 [76 744-0460 (760 753-6466 (76 726-1340 _Q: 19011060 Civil011060 dwg IMPROVEMENT 1480-4-Sh€et1.dwg, Layout: Sheet1, Aug 15 2014 3:11pm \ "DECLARATION OF RESPONSIBLE CHARGE" I HE:REBY D£CLAR£ THAT I AM 1HE £NGINE£R OF WORK FOR 1HIS PROJECT, THAT I HA VE: EX£RCISED R£SPONSIBLE CHARGE: OVE:R THE DE:SIGN OF THE PROJECT AS D£FINED IN SEC110N 6703 OF 1HE BUSINESS AND PROFESSIONS COD£, AND THAT rHE D£S/GN IS CONSISTENT WITH CURRENT STANDARDS. I UND£RSTAND THAT TH£ CHECK OF PROJECT DRA'MNGS ANO SPECIF/CATIONS BY THE CITY OF CARLSBAD DO£S NOT R£LIEV£ M£ AS £NGINE£R OF WORK, OF MY R£SPONSIBIL/TIES FOR PROJECT DESIGN. FIRM: HU/U-ZQllARS, INC, ADDRESS: 90 E 1HOUSAND OAl<S BL\11 SUITE 201 CITY. STA TE: THOUSAND OAKS, CA 91360 TE:LEPHONE: 805 418 1802 , BY: PETER M, BfRNARD . DA TE: 7/tf!l2014 (NAME OF ENGINE£R} R.C.E. NO.: "6,.,Qo,,2 .. 5 ___ ~--~----- R£CJ/S1RA 110N £XPIRA TION DA TE:. ,.0,,_6,.,IJ.,.O,,_l .. 20..,1.,..6 ___ _ GRADING PLANS FOR VALLEY 17 DWG. 4B0-4A /MPROVE:M£NT PLANS FOR ASS£SSM£NT D/SlRICT NO 83-2 DWG. 257-9 IMPROVE:MENT PLANS FOR CARLSBAD TRACT NO 7-77 DWG. 197-2 GRADING & IMPROVE:MENT PLANS SIDEWALK D£S/GN NO 4 DWG. 3JB-JB IMPROVE:M£NTPLANS VALLEY STREET WATERLINE. DWG. 145-4 ·' BASIS OF BEARINGS NORTH AMERICAN DA WM OF 1983 (NAD8J), ZONE VI, GRID B£ARING BETW£EN STATTON CLSB-122 AND STATION CLSB-123 B£/NG NORTH 88'41 '56" W£ST AS STA 110NS ARE PUBLISHED IN R£CORD OF SURV£Y NO. 17271. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLAN'> WAS GENERA TED BY AERIAL UDAR M£THODS FROM INFORMA110N GATH£R£D ON MAY 14, 2012 BY DIGITAL MAPPING, INC. TOPOGRAPHY SHOWN H£REON CONFORMS TO NA110NAL MAP ACCURACY STANDARDS. PRO.JECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 156-212-04 & 156-212-05. TH£ CALIFORNIA COORO/NA TE INDEX OF THIS PROJECT IS: N~· ""10.,1""62,,_ ______ £_..,2"'06-,5"'5 _______ _ PROJECT OWNER . CITY VENWR£S ABBREVIATIONS AIR VACUUM ASSEMBLY BEGIN CURB RETURN CENTERLINEMUNICIPAL WATER DISTRICT ~Ll/J/f-C/:ARLSBAD . DRIVEWAY END CURB RETURN EDGE OF PAVEMENT ANISH FLOOR FLOW LINE ANISH SURFACE INVERT MANUAL AIR REL£ASE PROPERTY LINE RIGHT OF WAY SAN DIEGO REGIONAL STANDARD DRAWINGS STATION STREET TOP OF BERM TOP OF CURB TOP OF PAVEMENT VERIFY IN FIELD A~i;.VMPJ'lotJ OF l(E:!',PONS\io~E CltARG. E 6" PCC MAINTENANCE ACCESS DRIVEWAY·-----------'---SDRSD G-148, MODIAED 176 S.F. PAINT LIMIT LINE & STOP SIGN ·-------------------"-·SEE.DETAIL 23 ON SHEET 3 · I ~ T EA, REMOVE EXISTING DOUBLE YELLOW lRAFAC SlRIPE. ·'·--------·--------"----------· 100 L,F. 8" WATER Mi\JN (PVC, DR-18) ·-----------------------------CMWD W-2 ----1,j'-----405 L.F. WATER SERVICE WITH ARE SPRINKLER-----------------------· CMWD W-3A -------~ 17 EA. ARE HYDRANT ASSEMBLY ----------------------------------CMWD W-12 --------il'\. , f. 1 EA. FITTING PER PLAN AND lHRUST BL ·-----------------CMWD W-15, W-19 -·--4'"" 3 EA. 8' GATE VALVE --------------------------------------· CMWD W-13 & W-16 ---~ 3 EA. MANUAL AIR RELEASE ASSEMBLIES ---------------· CMWD W-6, W-8, W-5 ·--2 EA. i\JR VACUUM ASSEMBLY -----------------------------------CMWD W-7 --------• ■ 1 EA. DIP-SECTION ·-------·----------------------------------·---CMWD W-34 -------· 2 EA. 2" BLOWOFF -------·-----------------------------· CMWD W-6, W-8, W-5 ·--2 EA. 4' SDR35 PVC SEWER LATERAL -------------------·-----· COC S-7 & S-5 ·-----® 525 LF, 8" SDR35 PVC SEWER LINE -------------•---------·--------·-COC S-5 ·-----------S----357 L.F. SEWER MANHOLE NO. I -------·------------------------------coc S-1 ---------(o) 3 EA. CONCRETE BLANKET PROTECTION ---------------------SEE DETAIL 4J ON SHEET 3 lRUNCATED DOMES-----------------------------------------SDRSD G-30 -·----- UTILITY lRENOi RESURFAONG ------------------------COC GS-26, GS-27, GS-28 10' GATE VALVE·-------------·---------·--·------------CM\\U W-13 & W-16 ---· INSTALL R4-7 SIGN AND TYPE N-1 OBJECT MARKER, PAINT MEDIAN NOSE YELLOW.·--------------------------------·----------· PAINT RED CURB AS SHOv.tl ·----------------------------------------·--·--------· 1 EA. " 3 EA. 455 L.F, 2 EA. 4 EA. 131 L.F. 19QO:,QUA/L:0STR£ET,·N£WPORT BEACH CA. 92660 CONTACT: ANDREW GERBER MO¢ :;}:-\ I -I (p ) I \ltlE'l'>V ~crl.l!'il'DNSISU: cf+AME, FINAL SECTION ·TD BE DETERMINED BY CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS PHONE: NO.: (949) 258-7555 BENCH MARK ~ Q. bESliN cRAf'J.~£9fD 1'1115 nlM,WlN6 ... ·· . · · . SOILS ENGINEER BASED .Qt,! R-VALUE . ~• AS MODIFIED BY CITY STANDARD ' •• •I. ' /2. c(,, , I . . RC:.liUf2:,"¼Sk, E{f, <c. I I <o SI "'-' • . . . . . . ~Ar,cl .... , , . · D£SCRIP110N: \ilTY OF CARLSBAD BENCHMARK CLSB-122 LOCATION: 25 DISK IN NORTH CURB OF CARLSBAD l,:1LLAGE DRIVE, 0.1 Ml \',fST OF HIGHLAND DRIVE: OPPOSITE PALM TR££ ~•iii, ',lQ,~ltQ LAtEf"llllfSl'.~"1'.l-lP~O IN CITY I IBRARY PARKING LOL .· ,. ~,, ' ' ·· / · · · '· RECORDED: PER R£CORQ OF SURVEY 172V DA7FQ FEBRUARY B, .2002 ~¥1~·.q..ii;i-llll.o·M,oo ELEVA110N: 127.190 · · , DAWM: NGVD29 . , NO. OF F.H.(S)_1_ F.FLOW 1500 G.P.M. OUT OF_1_F,H.(S). BL .._.-.{,.-, NO ... F.FLOW_1 _G.P.M. ~ tZ$.t~'( P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DAJE ' 1---+---+--~---------t---t----+--t---,----. I SH1EET I CITY OF CARLSBAD HEETS ENGINEERING DEPARTMENT f0 ~:::::!.!::===============:'~~ PREPARED BY: HUITT-ZOL~ Huitt-Zollars, Inc, Thousand Oaks 90 E. Thousand Oaks Boulevard · Suite 201 Thousand Oaks, California 91360 Phone 18051 418•1802 Fax (8051 418-1819 M 1'l ~j 69625 PETER. M. BERNARD P.E. R.C.E. No. 8/14/14 DATE ~ESSI~ ~11-8£~ ~ q; No. 69625 Ei<piration 6-30-16 C!V\\. IMPROVEMENT PLANS FOR: VALLEY 17 TITLE SHEET SOP 12•07 I I. I \!l ~ · I,~ I Ille ~" l;m " . ~z zm ~ c>' ~-m~ ,;; m 0 '"'Tl~ i gi· 1~i z m I m q ► I I I \ \ CJ :II § 2 G') z C: s: OJ m :II CJ :0 ~. -2 C'I 2 C s: OJ m ll CJ I 2 C'I 2 C s: OJ m ll SPECIAL NOTES THE FOLLO'll1NG NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONlRACTOR BY THE ENGINEER OF WORK THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY '111LL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. 2. 3, 5. 6. 7. 8. NEITHER THE O~ER, NOR THE ENGINEER OF WORK '111LL ENFORCE SAFETY MEASURES OR REGULATIONS, THE CONlRACTOR SHALL DESIGN, CONSlRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULATIONS, THE CONlRACTOR AGREES THAT HE SHALL ASSUt.lE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSlRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALl APPLY CONTINUOUSLY AND NOT BE Lit.llTED TO NORt.lAL WORKING HOURS; AND THAT THE CONlRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE O~ER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTINu LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE Ov.NER OR THE ENGINEER. THE CONlRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL GRADING IS DONE AND STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS OR FIELD ST,t,KES, THE CONTR,t,CTOR SH,t,Ll REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CAUJNG THE ENGINEER Of WORK ,t,T (619) 291-0707. THE CONlRACTOR SHALL ALSO T,t,KE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY FROM ANY EROSION AND SILTATION THAT MAY RESULT FROM HIS OPERATIONS BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, TEMPORARY DESIL TING BASINS, DIKES, SHORING, ~TC.), UNTIL SUCH TIME THAT THE PROJECT IS COMPLETIED AND ACCEPTED FOR MAINTENANCE BY WHATEVER O~ER, AGENCY OR ASSOCIATION IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE. THE LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSlRUCTION OF NEW WORK. DURING CONSlRUCTION: THE CONlRACTOR SHALl PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONlROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE. THE C(XlllRACTOR SHALL TAKE REMEDIAL TO PREVENT EROSION OF FRESHLY GRADED AREAS ANO UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. THE CONlRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING THE GRADING OPERATIONS. THE CONlRACTOR SHALL SUBMIT TO THE ENGINEER OF WORK, PRIOR TO THE PRo..ECT CLOSE-OUT, A SET OF AS-BUILT PLANS DOCUMENTING ANY CHANGES MADE DURING CONSlRUCTION, BEDDING: SUITABLE t.lATERIAL SHALL BE CLASS I OR II. THE C(XlllRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATI(XII TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" FOR 4" -24"; 6" FOR 30"-60". EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ANDY GERBER AT (858) 248-7010 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE M,t,DE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATIE RAPID CONSlRUCTION OF TEMPORARY DEi/iCES WHEN RAIN IS IMMINENT. 3. DEVICES SHO~ ON PLANS SHALL NOT BE MOVED OR MODIFIED '111THOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. -4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED-BY .THE .CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONlRACTOR SHALL BE RESPONSIBLE AND SHALl TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC lRESPASS ONTO AREAS \lltlERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONlROL ME,t,,SURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. All REMOVABLE PROTECTIVE DEVICES SHO~ SHALl BE IN PLACE AT THE ENO OF EACH WORKING DAY \lltlEN THE FlVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (-40,:), SILT AND OTH~ DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE '111TH 3/-4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90,: COVERAGE) PRIOR TO NOVIEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH SlRAW INSTALLED IN ACCORDANCE 1'11TH SECTION 35.023 OF THE EROSl(XII AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. Q: 19011060 Civil011060 dwg IMPROVEMENT 1480-4-Sheet2.dwg, Layout: Sheet2, Aug 15 2014 8:11am TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOl'l1NG: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER \lltlEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR SlREET. b. All SLOPES -4 FEET OR t.lORE IN HEIGHT. 2. ARE,t,,S GRADED FLA mR THAN 6: 1 \\tiEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SOiEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) '111THIN 60 DAYS OF ROUGH GRADING. b, IDENTIFIED BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC, c, HAVE ANY SPECIAL CONDITION IOENTIFIEO BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT, B, HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE \ltlTH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT AR~ GRADED a: 1 OR STEEPER AND THAT ARE:: o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGA TEO BY HANO W,._TERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROI/IOING 100ll: COVER ... GE. b. GREATER THAN 8 FEET IN HEIGHT SH,._LL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,: COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALl BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEI/EL OF THE SOIL AT THE OPTIMUt.l LEVEL FOR THE GROWTH OF THE HYDROSEEOED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLL0'111NG: D. E. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. -4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g l'rEMS a,d,e, AND f OF THIS SUBSECTION MAY BE OMlmD ON . LOCATIONS YtiERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED 1'11TH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRIWNG OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE lRANSPORTED TO THE JOBSITE IN. UNOPENED CONTAINERS '111TH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONlRACTOR. 2. T'T'PE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL \\tiEN SlRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALl Y PUNCHING NO LESS THAN 50,: OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20--0, WITH 15,: SULPHUR APPLIED AT THE RA TE Of 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLA mR THAT ARE sumc1ENTIL Y FRIABLE. c. RIPPING AREAS THAT '111LL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJJSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS,-Pfl ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. - HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTIL Y LANDSCAPED OR, FOR AREAS YtiERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED· AND ALL BONDS RELEASED. \ SIOEW,'J.,K CONSTRUCTION NOTES (D 6" CURB & GUTTER PER SDRSD G-2 @) 4• PVC PERFORATED PIPE @) -4" PVC SDRJ5 STORM DRAIN PIPE NOTIE: ENGINEERED SOIL LAYER SHALL CONSIST OF 50,:-10,: SAND, LESS THAN Jo,: COMPOST AND LESS THAN 5,: CLAY. MINIMUM PERCOLATION RATE SHALL BE 5"/HOUR. COMPOST SHALL NOT BE PLACED DEEPER THAN 12". (APPLIES TO ALL WATER QUALITY BASINS) 6" CURB PER SDRSOC-1 • <O 18" ENGINEERED SOIL CURB cl: GUTTER VALLEY STREET \ 156.03TC 155.53FG KEY MAP SCALE: 1"=100' 155.-42TC 154.92FG \ ,, 155.301 ~ 4,86FG ., ' 152.86 INV. · \ 'i \ fGRAVEL FlLTER FABRIC IMPERMEABLE LINER \ 4" PERFORATED PIPE SECTION A-A \ FLOW-THROUGH BIOFIL TRATION PLANTER SYSTEM DETAIL CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S)_1_F.FLOW 1500 G.P.M. OUT OF_1_F,H.(S). BLDG. SPRINKLED (g;YNO .. , F.FLOW_1 _G.P.M. P.E. EXP. DATE FIRE MARSHAL DATE REVIEWED BY: INSPECTOR DATE • I SH2ET I CITY OF CARLSBAD I SHgTS I ENGINEERING DEPARTMENT PREPARED BY: IMPROVEMENT PLANS FOR HUITT -ZOLIAR5 VALLEY 17 ~ESS1~ ~~II. B[~ <t: NOTES, KEY MAP Huitt-Zollars, Inc. Thousand Oaks t;·1,,:j. z 90 E. fhousand Oaks Boulevard j q; No. 69625 t SOP 12-07 Suite 201 APPROVED// ,J p fir!J/-d-; JASON Jz:f ~TI/T Thousand Oaks, California 91360 Expiration Phone 18051 418-1802 Fax (8051 418-1819 * 6-J0-16 * , ~;: C/Vll ~~ ENGIN EERI Ng,' MAN AGER PE 63912 EXPIRES 9/30/14 ATE ,-/ I f/ , I r--r-,v /f, .• j 'OF C~L\\ /1\ OWN BY: I PROJECT NO. I ORAWING NO. I . 1J«:-tt1rv(I ,pf/t) DATE INlllAL DATE INlllAL DATE INlllAL CHKD BY: <[,/_ v 69625 8/14/14 REVISION DESCRIPTION CT 12-07 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: 480-4 PETER M. BERNARD. P.E. R.C.E. No. DATE ----~-' 'r-''~ I ,, ·J ' i ., ( \ R/W PROPOSED IMPROVEMENTS EXISTING IMPROVEMENTS (60') 30' (30') c12'J (1 s·l I (20') ( 1 O') R/W I ' 6" 5' 4.5' _ 20· I 5.5'l (4'J (s") <.·1 41,-"---I+-"--(4.5') ' ~ ~t-!:.c !$+: -1--t-~~ 4% ! I ~ r)-/ VAR.is? ' I 2% _ •. •• -=--·,:· .. ,?.-I 7:.\ _J;\6Jl--:_21L.Mli'-I_~---:::--------------r·j [ __ \ __ ,rl ·.:\1.-1-r. :!'\,.,..,-,;ITT"'>, ---------:···,-----'z----r-1, I . PCC SIDEWALK / 6:. -·-':-:~:'------GRl~D -&-L~~~~LA; -.•: .. -((~'..-::,:,t~,,"-L~~c:ING PCC PER G-7 / --H-~ \ PER DETAIL AT RIGHT '•, '--EX. !STING CURB & CURB & GUTTER.:/ \SAWCUT • ·,"-. GUTTER PER G-2 •, EXISTING AC PAVEMENT 4" .AC OVER 6.5" AB (MIN) PER GS-17 '---OVER AGGREGATE BASE R/W I ' I 13' * VARIES 13+33.35 TO 13+ 79.22 20' 13+ 79.22 TO 14+07 .09 & 14+35.3 TO 14+45.21 FINAL SECTION TO BE DETERMINED BY SOILS ENGR. BASED ON R-VALUE TEST (SEE NOTE 1 ON SHEET 1) VALLEY STREET SECTION 30' NOT TO SCALE EXISTING PORTION PER DWG 338-38 1 7'* Ii. I I .. I PUBLIC---\ 11' MIN. I SEWER WATER R/W 30' 14'~ ,: ,;:,~ . --~ \ . . • . -11,i,t ~.::>.~, . 17'* \...pee SIDEWALK ~I. _I -_£'._ PER G-7 (TYPICAL) . '--pLJBLIC 1 1 PER CITY STD. GS-1 WATER L_ 4" AC OVER 6.5" AB (MIN) PER GS-17 FINAL SECTION TO BE DETERMINED BY SOILS ENGR. BASED ON R-VALUE TEST (SEE NOTE 1 ON SHEET 1) FRAZIER AVENUE (EXTENSION) SECTION PROPOSED STA 9+ 76.06 TO 13+33.35 NOT TO SCALE R/W (60') R1W r------~'i.,.....C.-..-------: (30') I (30') R/W R/W I EXISTING IMPROVEMENTS (TYPICAL) ✓-EXISTING I , __.., • •✓ PAVEMENT EDGE , I (60') / I j (30') f 30' ! : (10') VARIES I 20' 1 O' ! ! ( 4.5') (5.5') EXISTING PCC : 1 VARIES ~• 1--VAR ) WALK , (11 '-16' ±) MEANDERING SIDEWALK ,:'~ ifl(~:~t[~~~;::~1<1 ~ . -_;,,· _. . :: / ,! 'l ·': ;f ''°" J;,,;;lC;:;:Z----.'1'0:,~C----~:~1 \ \_GROUND SURFACE AT 2% G,M~-\_ \_DRIVE SURFACE AT 2% MINIMUM 18" PCC GUTTER_/ GRIND & OVERLAY EXISTING DISTRESSED l'll"lt 111Jti11l1--9ELOW AC (TO C/L IF NECESSARY, 1" MIN. GRIND DEPTH) OAK AVENUE SECTION AT DRIVEWAY EXISTING (ALTERNATIVE DESIGN STREET) NOT TO SCALE GRADIENT VARIES, "' 1 8" PCC GUTTER _,/ PER MOD. G-12 u 1.5% PROP. AGGREGATE BASE ~ EXIST. EDGE ------.---·" ------- ----·-----, __ . C/IUFOl?N/li CURB SHELF BASKET WA:'"ER Cl£4NSINC SYSTEM SIW DIEGO FlcGICNAL STANDARD CU!?B WLET I t11111H ·"' "'-" ""' ""'' l GRIND AND. OVERLAY DETAIL® EXISTING EDGE OF PAV MENT CL VALLEY STREET Ml/Rf f Of»J! OF ~ -· l'i:fuo~fLE" l1ASKU GHG11H ati'i"'~ MO MU" lH: '1CtKM1J 1HRrX.MH ~':: ~ !h'mY- !?.OW r'iti'fl' ptf :, FT. ~ q...s, .... d'); ( ~~~ ~..., ~..r-,,:;, 00 ~ i'; (P) Q f' .• H ....... """"" "" ••• ll. 14i, /.t.1' .,.,,,.,_ 5< ,,,. ~75 J,tJ ~ ~!UT" "" '·"' ,, r,;r -,.~, """'-.. , PROPOSED AC SURFACE PROPOSED PCC CROSS RIND WIDTH VARI S GUTTER PER G-12 0.10' GRIND DAYLIGHT POINT EXISTING AC SURF ACE VARIES RCl.lll[ J DUA& CF ~ BCX M4NUr:-ACTURE'J FFIOM MAR/NF (;RADF t!R;:-t:;G/AS'S & GEL CO;lTf;{J FOP U~ Pl?JTE:CT/0!1 5 vEAR MANUFACTURERS WAHRIIN Ii' P/,TE~~TED .E',.',;'~LLJSJVE' -OAl,/';:'QRN,.,._ .0(Sn:i"'9t..J'l"'Ql=<'r •1,::,. .,...,_a:,,,~• .:,._~,.,,, .... -d:oraJ.-.,tSJ:,lo,f7.-",~ 111',i;:',o::!V,C• Ti'!L. :?!!10-4.313·-?'514-r:i F,.S,XJ7,S.Gl-"'.:,.:,-.):1 ?',;I E:mc,U, 1.-,-,.., 00 r,;.,_;,~.:i 1-",:t,'1 ..,,,..c:;n.,.,111n-t,a 1, r,41,t SECTION A (SHEIT 4) VARIABLE THICKNE S AC OVERLAY All >IUE}c ,CR,ENS Ali[ srA1N1 F.CC:., !ZTFl"I f.JJIWi. 00.!Hr ~W tl'f MU 'i')ll' ,[,Lr,' C.!l.5Wll,l: 1\-W Alt" ~~l/EPQIIMJ,i!ll~.W,~ PER G-5 --------- SEE SHEET 10 FOR ADDITIONAL CROSS SECTIONS AT OAK AVENUE NOTE, ALL .ONSITE TRAFFIC. MARKINGS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT AS PER DIMENSIONS BELOW WHITE REFLECTIVE TRAFFIC PAINT 8'-5" ,1'-8" 1'-8" 1'-8" 5 1/2" 5 1/2" VARIES, SEE SITE PLAN 1'--STOP BAR 10" R1-1 "STOP" SIGN AND DOUBLE STREET NAME SIGN LOCATION PER PLAN 'U6I: flit~ c;: URl!!i 'NLIT BASHE:T :S'1~n::'M CJA·J'~1 04/ 1 ::2.!"04 SC,i,L,E"J SF -1-li 0~.A,..,...!!t:~, f'...R.B IJNTrB -fNOHE:S BIOCLEAN FILTER INSERT DETAIL INVERT SLAB ()F ARCH OR .BOX SECTION (CROSSING CONDUIT) NOTES, EXISTING PIPE OUTSIDE OF PIPE BELL SAND CUSHION 6" SAND CUSHION (FOR PIPES CROSSED OVER BY A NEW BOX OR ARCH) I. SAND CUSHION IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 18" (450 mm). 2. THE SAND CUSHION SHALL EXTE;ND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. _B_L_A_NK_E_T_P_R_O_T_E_C_TI_O_N_D_E_T_A_IL ____ @ CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS ~ NO. OF •.H.(S)_1_. F.FLOW 1500 ~<6LJT OF __ 11_F.H.(S). BLDG. SPRINKLED ~-Ft W_.1 _G.P.M. FIRE MARS,/ DATE :,-// "A~ -BUILT 10 EXP. ___ _ DATE REVIEWED BY: 'i,_ INSPECTOR DA TE TYPICAL STOP STENCIL AND STRIPING I SH3EET I CITY OF CARLSBAD SHEET ---------,,PEc-R-CA_M_UT--CD---SE .... C-;.:_TI::ON~::.JB~.1-,-6:._-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ ---_ -_-_ -_ -_ -:_ ---\_::::2=3~-----..------------t---t----j-----------------i---l--l-7°-I ,==:::::'...===E=NG=l:::NE=E=R:::IN=G=D:::E:::PA::::R=T:::M=EN:::T==:'..2:=t:1=0;::;z:; PREPARED 13Y: IMPROVEMENT PLANS FOR: HUITT illLIARS ,ESS VALLEY 17 HuiH-Zollars, Inc. .Thousand Oaks D ET Al LS 90 E. Thousand Oaks Boulevard .__<,,'I-11· 8£R41: Suite 201 ~ '<ii i Thousand Oaks, California 91360 o: No. 69625 "' l:J Phone (8051 418-1802 Fax (8051 418-1819 ~xpiration APPROVED: SOP 12-07 JASON S. GELDERT '/,Z. 'iJ. l:-()/1, MODIFIED GUTTER DETAIL 6-30-16 * "' C/V\\.. ~"<- Ot-1 'l,/1.7/2-1>\'t ENGINEERING M NAGER PE 63912 EXPIRES 9 30 14 DATE REVISED OAK AVENUE SECTION PROJECT NO. DRAWING NO. DWN BY: __ _ NOT TO SCALE DATE INlllAL 69625 8 14 14 PETER M. BERNARD P .E. R.C.E. No. DATE ENGINEER OF WORK P:\C\CVE~i-101 dwg 1480-4-Sheet.3.dwg, Layout Sheet3, A.pr 09 2016 5:09p,n DATE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVA, CITY APPROVAL CHKD BY: >rl RVWD BY: vr-CT 12-07 480-4 I c' I 2 G) .2 C s: CJ m JJ 0 JJ )> § 2 G) 2 C s: ~ G WATER CONNECTION DETAIL NOT TO SCALE Q· 19011060 Civil011060 dwg IMPROVEMENT 14-80-4-Sheet4.dwg, Layout. Sheet4, Aug 14 2014 9 32om CONSTRUCTION NOTES @ EXISTING AC ..QNT (FIELD LOCAJE),00 NOT CUT AC PIPE. @ a• JEE (Fl.ANGED). @ THRUST BLOCK PER CMIK> STD W--15. ® © ® ® ® 0 a• FI.Jcf'~ GAlE VAL\£. PER CMIK> STD W--16. PlACE REPlACEMENT PIPING ON SAME VERTICAL & HORIZONTAL ALIGNMENT AS EXISTING. ASSUME 13 LF. FOR BIDDING PURPOSES. SEE NOlE IBl AC TO PVC ADAPJERS. PROI/IDE FITTNGS AS REQUIRED TO MAKE CONNECTION. 8" C-900 PVC, DR 18. AIR VACUUM ASSEMBLY PER CM'll1l STD. W-7 2" MAR (MANUAL AIR RELEASE VAL\£.) PER CMIK> STD. W-6 ® EXISTING a• Af1' WATER LINE NOTES IB) LOCATION OF TIE-IN POINlS & PIPING (FITTNGS, PIPING MATERIAL, FITTNG END / T'tPES) MUST MEET THE APPROVAL OF CM'MJ. CONTRACTOR MUST CORDINAlE '111TH CMIK> FOR PRECISE PIPING REQUIREMENTS AFTER TIE-IN POINTS HAVE BEEN COORDINATED '111TH AND APPRO\f.D BY CMIK>. +J1.95c,/,11.00'lT FRAZIER ··AVEN 1l!±91.22~8.9 ,LI.NAL;I.E'( :STRE NNEP"f ·fl: ·' XIST· i a•-:•A PREPARED BY: HUITT -ZOL~ Hultt-Zollars1 Inc. Thousand Oaks 90 E. Thousand Ooks Boulevard Suite 201 Thousand Oaks, California 91360 Phone (805) 418-1802 Fax (8051 418-1819 :I-j.. ,117 11'( ! /'.//f c, / / [)lrvtt"'r/ 69625 PETER BERNARD P.E. R.C.E. No .. • SCALE: 1 "~20' 8 14 14 DATE ~ESSt~ ~.,_ 11. Bi;p,,,"')._ c; ~ .... ~ <>: No. 69625 Expiration 6-30-16 CIVIi. . ....... .. :,txi' > :11:0 . ·: :;, ,· :·· :=; ·. ::_ . .. , .. @gals.El . _;_~ .. iil_2 W H 19+0 + SCALE: 1 "-20'H, 1 "-2'V NOTE: SEE SHEET 8 FOR VALLEY SJREET CROSS SECTIONS. CURB DATA TABLE I I DELTA/BRG RADIUS LENGTH TANGENT REMARKS 1 90'00'51" 30,00' 47.13' 30.01' 6" T'tPE G C&G 2 S.J.f00'1 rE -194.81' -6" TWE G C&G 3 90'00'00" 33,00' 51.84' 33.00' 6" T'tPE G C&G 4 90'00'00" 33.00' 51.84' 33.00' s• T'tPE G C&G 5 S3-4'00'17"E -99.55' -6" T'tPE G C&G CENTERLINE DATA TABLE { ) DELTA/BRG RADIUS LENGTH TANGENT REMARKS 1 S55'59' 43:w -53.00' - WATER DATA TABLE PUBLIC { ) DELTA/BRG RADIUS LENGTH REMARKS PRESSURE ZONE 1 S55'59' 43"W --44.11' 8" PVC DR-18 HGL~330 P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE +---+----+------------4--+---+----+---< I SH4EET I CITY OF CARLSBAD I SHEgETS I ENGINEERING DEPARTMENT ~='-'============-===:; DATE INITIAL OATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: VALLEY 17 VALLEY STREET APPROVED: JASON ENGINEERIN MANAGER PE 63912 EXPIRES 9 30 14 OWN BY: CHKD BY·< f2 Rvv.1) BY: PROJECT NO. CT 12-07 SOP 12-07 .G LDERT DRAWING NO. 480-4 ' .I ,I ( : I \ ', C ::: .i::i,. G') a .i::i,. (0 00 0 I .i::i,. R/W i i 0 r--0 0 0.. j,,.. j,,.. <O 8 ;;;; -;;;; c5 "' ...J -"' <.> + ...J 31 0 <.> «i :::l ~ ill ,.: V) c5 0 + - <D 8 "' VJ ;;I; r..: CD + c5 0 "' -.., 31 31 c,; ~ .... c5 "' LOT 8 -40 0 ~ B -~ B !!',l <tj ---10 0 20 ~~c-----~1 SCALE: 1"=20' CURB DATA TABLE I I DELTA/BRG RADIUS LENGTH TANGENT REMARKS 1 555'59'43"W -288.86' -6" TYPE G C&G 2 555·59• u·w -288.86' -6" TYPE G C&G PRIVATE SEWER LATERAL TABLE LOT INV. EL DROP LENGTH INV. EL SLOPE DEPTH STATION TOP FIN. BACKFLOW NO. 0 MAIN TO IN 0 P.L BELOW 0 P.L CURB FLOOR PRE'.£NTOR MAIN FEET TC O P.L ELEV. ELEV. RE UIRED 7 159.18 1.16' 30.00 160.92 2.0~ 6.32' 9+90.06 167.26 169.61 167.22 NO 3 180'00'00" 2.00' 6.28' N/A 8" CURB 8 157.54 1.16' 30.00 159.26 2.0~ 5.96' 10+49.55 165.26 167.92 167.22 YES 4 555·59• 43•w -22.00' -8" CURB 9 155.55 1.16' 30.00 157.28 2.0~ 5.64' 11+20.45 162.95 165.78 167.22 YES 5 1acroo·oo· 2.00' 6.28' N/A 8' CURB 10 153.91 1. 16' 30.00 155.66 2.0~ 5.37' 11+79.14 161.04 163.91 161.43 NO 6 555·59' 4J"W 22.00' 8' CURB 11 152.31 0.90' 30.00 153.82 2.0~ 5.38' 12+36.10 159.19 161.80 161.43 YES 12 150.12 1.16' 13.91 151.58 2.0~ 5.40' 13+14.48 156.96 159.93 161.43 YES CENTERLINE DATA TABLE 13 151.34 0.62' 30.93 152.59 2.0~ 5.38' 12+70.96 157.96 159. 71 161.43 YES { ) DELTA/BRG RADIUS LENGTH TANGENT REMARKS H 153.64 1.13' 30.00 155.36 2.0~ 5.36' 11+88.80 160.73 162.26 161.43 YES 1 S55'59' 43"W -341.86' -15 155.69 1.16' 30.00 157.42 2.0~ 5.66' 11+15.49 163.11 16+.57 167.28 YES 16 157.40 1.16' 30.00 159.13 2.0~ 5.93' 10+54.55 165.09 166.55 167.28 YES 17 159.12 1.16' 30.00 160.85 2.0~ 6.22' 9+9291 167.10 167.79 167.28 YES Q 19011060 C1vil011060 dwg IMPROVEMENT 1480-4-Sheet5 dwg, layout· Sheet5, Aug 14 2014 9 34am i 0 lsl ...J <.> "' ~ 0 + --B VJ r:L_ ~ .!. ~Se~ "'w [)._~~ ~~ Sew~ ~~"-~ ~ f5 ~ 0.. 8 "' "' + -- t ~ V) .-ls ~ "' !!',l ...J u 8 VJ 40 40 LOT 9 uoa. ~ -LOT 10 SEWER DATA TABLE PUBLIC <> DELTA/BRG RADIUS LENGTH 1 S55'59' 43"W -180.00' 2 S55'59' 43'W 18+.32' PREPARED BY: HUITT -ZOLIARS Hultl-Zollars1 Inc. Thousand Oaks 90 E. Thousand Oaks Boulevard Suite 201 Thousand Oaks, California 91360 Phone (805) 418-1802 Fax 18051 418-1819 , TANGENT - /l I ,., ' • I _,,;;/,--f•" ;// , ' /ft j ;'.vYS I / 0)1,-ltt/0-·V ~6~96~2~s~ f'~ll:.K cl~KNAklJ r'.I:.. R.C.E. No. REMARKS 8" PVC SOR-35 8" PVC SOR-35 8 14 14 DATE :8 ,.: -+ "' -31 ';;, <tj -- ~ 0.. 8 VJ r..: -;(; -~ V) 40 ~~£SS1 i;J-11.Bc,&:-, ~ -~ o: No. 69625 e, Expirotion 6-30-16 CIVIi. /'[' OF C~I. I~ LOT 11 13+00 DELTA BRG 555·59•43•w 13+50 WATER DATA TABLE PUBLIC RADIUS LENGTH REMARKS 405.21' a• P'it DR-18 I J: I I 14+00 14+50 PRESSURE ZONE CONSTRUC:TION NOTES HGL=330 I CD 5• CURB & GUTTER P'i SORSO ~-2 @ 4• PCC SIDEWALK PER iSORSIJ G-7 G) +· AC OVER 6.5" AB PER c..oe..: GS-17, FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER BASED ON R-VALUE G) a• CURB ONLY PER COC GS-18 @DRIVEWAY 5 1 /2" PCC OVER 6" AB PER SIJRSD G-148 @STREET SURVEY MONUMENT 'MTH BRASS DISK STAMPED PLS 63+3 PER SDRSD M-10 @STREET LIGHT (5500 LUMENS) PER SDRSD E1, AS MODIFIED BY a @) 8" WATER MAIN (PVC, DR-18) PER CMW W-2 ii_: @ WATER SER'llCE 111TH FIRE SPRINKLER PER CMIIO W-3A I @ FIRE HYDRANT ASSEMBLY PER CM\\U W-12 [:II @FITTING PER PLAN AND THRUST BLOCK PER CMW W-15 i 13+20.45 CL 12' DWY [ @e• GATE VALVE PER CMW W-t3 & W-16 :~( 1'/',v--, @)4" SI/R35 PVC SEYt£R LATERAL .PER COC S-7 & S-5 --¼-IH,H£l · /" .. ,; ,..,, @a• SOR35 PVC SEYi£R LINE COC S-5 II 1· ( ' \; <-,@ SEYi£R MANHOLE NO. 1 PER coc S-1 ( ~] /@901H,'flC:!E BLANKET PROTECTION, SEE DETAIL 43 ON SHEET 3 I ! f !1 ) ® TRUNCATED DOMES PER SORSD G-30 I /"•!./ · SEE SHEET 8 \FQR fl ... J @UTILITY TRENCH RESURFACING PER coc GS-26, GS-27, GS-28 l...dFFF~==~i\=' \ STORM DRAIN IMPROVEMENTS 1 /" '·•·f-l-.;;, . /.) @INSTALL R4-7 SIGN AND TYPE N-1 OBJECT .. J .. ../ .. / . ' '( .<.~DJUST EX1sn/fo1·!1 / ·-. @ PAINT RED CURB AS SHOWN I I . :,{ .J SEWER MANHOLE) tf GRADf@ INSTAUL STAMPED CONCRETE 'MTH THICKENED EDGES AND 6'x6' JI: ,/ •'.-u.:t:::i..:,fi .. , Yi£LDED l\lRE MESH. INSTALL FELT AT ALL \1£1\KENED PLANE I I• ~ISTING 20' UTl.~ITY EASEMENT JOINTS. STRAIGHT GRADE, NO CROWN. TO RfM_AIN EASE),tENT PER I I . l~ST~Etff_NO. 85-.~_918~-- j:: /'•-. i t zo• ~ ~~T o~f 2~CJ'~gsr~~~~1~ PLACE I ,l< §'~,[ ... -EXIST 10.~'VCP SEWER.PER Xf j~ I ; DWG 557-9 PR_()TE\J'l' il'f:-fLACE I . •I "··. EX)ST 8",,ACP' '·, ,,;-•. ! I~ Wf'TE~ /PER DWG 257~9,,) ., t> ~ }.1 r··-' (~88, LF) TO BE, ,R~M.Oyi:D \ \ ( -....-., .. ,.,/'' i "' .... 0 VJ ci "' j,,.. :ii U) z <0 ':; ::c ;;!; -,. -d ,_ V) 42 -"' ~ r..: co ,.: + -N + -"' 8 -40 LOT 12 P.E. ___ _ EXP. ____ _ DATE REVIEl'vED BY: INSPECTOR DATE i-----~1-----t---~~-~------------,--+~-+-~---+------1 I SHSEET I CITY OF CARLSBAD I SHEgETS I ENGINEERING DEPARTMENT :==='...'.::==========-==~ DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: VALLEY 17 OWN BY: CHKD BY:C_/i(,~_ RVWD BY: FRAZIER AVENUE PROJECT NO. CT 12-07 ' ' SOP 12-07 DRAWING NO. 480-4 .' DELTA BRG RADIUS LENGTH TANGENT REMARKS S22"24'45•w 107.78' 2 78'24'28' 50.oo' 68.42' 40.78' TC BMP TABLE DESCRIPTION QUANTITY < ) 1 2 3 4 BIOCLEAN CATCH BASIN INSERT B10SWALE N34,00·1 rw ' I DELTA/BRG s12d2'3s•w S22d24' 45'E S22d24' 45'E S22d24' 45'E 2 2 119,85' '• I il.:" -, ' WATER DATA TABLE PUBLIC RADIUS LENGTH REMARKS PRESSURE ZONE -25.30' 8• PVC DR-18 HGl..=330 -27.10' 8' PVC DR-18 HGl..=330 29.89' • 11£LDED STEEL PIPE HGl.=330 19.33' 5• PVC DR-18 HGl.=330 Q: 19011060 C1vil011060 dwg IMPROVEMENT 1480-4-SheetB dwg, Layout. Sheet6, Aug 14 2014 8· 50om I, .. , I :i'vi "" . ... ·..... . .......... .. i3+00 i3+50 +00 i4+50 ;5+00 ;5+50 LOT 13 tl ~~ 20 40 60 I I SCALE: 1 "=20' PREPARED BY: HUITT -ZOLIARS Huitt-Zollars, Inc. Thousand Oaks 90 E. Thousand Oaks Boulevard Suite 201 Thousand Oaks, California 91360 Phone 1805) 418-1802 Fax {80~) 418-1819 69625 R,C,E, No, 8 14 14 DATE • NOTE: CURB DATA TABLE I I DELTA/BRG RADIUS LENGTH TANGENT 1 S63"45'14'W -3.20' 2 90'00'00' 3.00' 4.71' 3 N2614'4ll'W -47.37 4 N22'24' 45'W -27.87 5 45'34'23' 5.00' 3.98' 6 45'34'23' 5.00' 3.98' 7 N22'24'45•w -14.00' 8 4708'44' 5.00' 4.11' 9 4ll'59'51' 5.00' 4.10' 10 N22'33'38'W -1.43' 11 90'00'00' 2.00' 6.28' 12 N22'24'45'W -20.00' 13 90'00'00' 2.00' 6.28' 14 N2T24'45'W -20.00' 15 S6T35'15'W -2.89' 16 93"34'43" 3.00' 4.90' 17 N18"50'01'W -22.21' 16 N22'24' 45'W -27.88' 19 45'34'23' 5.00' 3.98' 20 45"34'23' 5.00' 3.98' 21 N22'24'45'W -14.00' 22 44·3745• 5.00' 3.89' 23 44'41'41' 5.00' 3.90' 24 N22"28'41'W -9.94' 25 8214'29' 33.00' 47.37 26 74'50'30' 67.00' 87.52' 27 95'44'21' 3.00' 5.01' 28 S72'3','36'W -4.35' 29 85'34'42' 3.00' 4.48' 30 S68'32' 45'W -4.75' 31 N22'24'45'W -24.15' 32 N22'24'45'W -22.62' EXACT LOCA110N Of EXIS11NG U11U11ES TO BE '1£Rlf1ED IN THE f1EI.D PRIOR TO CONSTRUCTION. 00 NOT CUT EXISTING ACP PIPE. REPLACE 111TH 5• PVC OR-18 TO NEAREST JOINT. j - 3.00' - - 2.10' 2.10' - 2.18' 2.17 - N/A - N/A ' -- 3.19' -- 2.10' 2.10' - 2.05' 2.06' - 28.81' 51.26' 3.32' - 2.78' --- REMARKS 6' CURB 6' CURB 6' TYPE G C&G 6' TYPE G C&G 6' TYPE G C&G 6' TYPE G C&G 6' TYPE G C&G 6' TYPE G C&G 6" TYPE G C&G 5-TYPE G C&G 8' CURB 8' CURB 8' CURB 8' CURB 6' CURB 6' CURB 6' TYPE G C&G 6' TYPE G C&G 6' TYPE G C&G 6' TYPE G C&G 5-TYPE G C&G 6' TYPE G C&G 6" TYPE G C&G 6 TYPE G C&G 5· TYPE G C&G 6' TYPE G C&G 6' CURB 6' CURB 6' CURB 6' CURB 6' CURB 6' CURB • CONSTRUCTION (D 6' CURB & GUTTER PER SORSD G-2 @ 4' PCC SIDEWALK PER SDRSD G-7 NOTES (D 4• "C QV[R 6.5• AB PER~"°-·'-GS-17, FINAL SECTION TO BE DE1ERMINED BY SOILS ENGINEER BASED ON R-VALUE @ GRIND PAVEMENT EDGE, SEE DETAIL 6 ON SHEET 3 Q) a· CURB ONLY PER coc Gs-1a @ DRIVEWAY 5 1/2" PCC OVER 5• AB PER SDRSO G-146 @ CURB INLET TYPE 'B' (NO WING) L=8' PER SDRSO D-2 111TH BIOCL.Ef\N CATCH BASIN !~SERT PER DETAIL ON SHEET 3. @STREET SURvtY MONUMENT WITH BRASS DISK STAMPED PLS 6343 PER SORSD M-10 @) ~,0 ~~oLtTLEAW~A ,cir 8~~~ 1~f~lP~t t8A1[O~Os~~ 3. @) STORM WATER TREATMENT SYSTEM, SEE DETAIL 19 ON SHEET 2 @ STREET LIGHT (5500 LUM ENS) PER SDRSD E1, AS MODIFIED BY al'f ST"NOARO @6' PCC MAINTENANCE ACCESS DRIV1::WAY PER SORSO G-146, MODIFIED @) B' WATER MAIN (PVC, OR-18) PER CMY«> W-2 @FITTING PER PLAN AND THRUST BLOCK PER CMY«l W-15 @) DIP-SECTION PER CMY«l W-34 @) 2' BLOWOFF PER CMY«l W-6 @ INSTALL R-4-7 SIGN AND TYPE N-1 OBJECT @PAINT RED CURB ,.S SHO~ @) INSTALL STAMPED CONCRE1E WITH THICKENED EDGES ANO 6'x6" WELDED WIRE MESH. INSTALL FELT AT ALL WEAKENED PLANE P.E, ___ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE t---t-----+-------------!-----+----+--+-------1 I SH6EET I CITY OF CARLS BAD I SHE9ETS I ENGINEERING DEPARTMENT ;:=='...'============-'====: ~ ,Q. \I, 11&~ {;; ¢;-V' "'f,i <ii <>: No. 69625 "' :li/ r. • _.,_ up,r,..,, * 6-J0-16 CIV\\. '& OF C~l\~ DATE INl1lAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: VALLEY APPROVED: OWN BY: CHKD BY: '"-g.,.___ RWID BY: JAMES DRIVE PROJECT ND. CT 12-07 17 SOP 12-07 DRAWING NO. 480-4 I I '· , __ \ 0 en :E 0 G) .... .i:i,. CD 00 0 J:i. ( ) 1 LOT INV. EL NO. @ MAIN 1 148,30 2 148.63 3 148.92 4 149.62 WATER DATA TABLE PUBLIC DELTA/BRG RADIUS LENGTH REMARKS N55'58'52'E -34.00' 8" WELDED STEEL PIPE DROP TO MAIN 1.16' 1.16' 1.16' 1.16' PRIVATE SEWER LATERAL TABLE 35.00 151.10 4.82% 6.00' 16+11.00 35.00 150.47 2.00% 5.43' 16+ 78.66 35.00 150.76 2.00% 5.44' 17+39,80 35.00 151.46 2.00% 5,84' 17+99.29 PRESSURE ZONE TOP CURB ELEV. 157.1 155.9 156.2 157.3 HGL=330 FIN. '·'"·'"'' BACKFLOW FLOOR NEAR~~T PREVENTORS · ELEV. UPSTl!E REQUIRED 158.65 156.75 YES 157.99 156.75 YES 158.79 156.75 NO 159.85 166.71 YES P; C\CVE:·~-1 01 \<lwg PiF' ,1480-4-Sheet7 _recover.dwg, Layout Sheet 7, Apr 18 2016 9: 4.3om STORM DRAI" DA TA TABLE DELTA BRG RADIUS LENGTH TANGENT REMARKS N57'18'17"W 44.19' ' 14 x23 HERCP, D-.LOAD = 1350 TC BMP TABLE DESCRIPTION QUANTITY PREPARED BY: BIQCLEAN CATCH 1 BASIN INSERT 20 ~ "'20 40 I .__I _ __.1-____, SCALE: 1 "=20' R.C.E. No. DATE I \ I I ··r ··-, .... ). I I I diQO=r6.~o ,ts ,v100=16.11: ft/s · \ I I ' • ' I ' I -1-----'."----•--.!---··-o · ~ : . -L_ .. L~~Q.~~-g;. J U=:20·½ ... !1 "·~2·v ~----- 10+00 CONSTRUCTION NOTES )._ -,--- I ' ' .'. ·-· , _____ L . ., 10+50 © 4" AC OVER 6.5" AB PER SDRSO GS-17, FINAL SECTION TO BE DETERMINED BY SOILS ENGINEER BASED ON R-VALUE @DRIVEWAY 5 1 /2" PCC OVER 6" AB PER SOR SD G-148 @ AC DIKt TYPE 'E' PER SDRSO G-5 •• @ CONCRETE COLLAR PER COC DS-5 ,,;;,, CURB INLET TYPE '8' (NO WING) L=8' PER SORSD 0~2 \!:!/ WITH BIOCLEAN CATCH BASIN l~SERT PER DETAIL ON SHEET 3. @STRElET SURVEY MONUMENT WITH BRASS DISK STAMPED PLS 6343 PER SDRSD M-10 @) 14"x23" ELLIPTICAL CONCRETE PIPE @ WATER SERVICE WITH FIRE SPRINKLER PER CMWD W-3A @DIP-SECTION PER CMWll W-34 @ 2" BLOWOFF PER CM\\!l W-6 @ 4" SOR35 PVC SEWER LATERAL P[R COC S-7 & S-5 @ TRUNCATED DOMES PER SDRSD G-30 @UTILITY TRENCH RESURFACING PER COC GS-26, GS-27, GS-28 @ SID.E CONNECTION TO CURB INLET i'E:R CITY OF CARLSBAD SUPPLEMENTAL sm. DS-9. @SAWCUT, REMOVE AND DISPOSE OF AC PAVEMENT .FOR TH D EPLACE IN KIND AFTER COMPLETION Of @) 4" PCC SIDEWALK PER SDRSD G-7 @!)INSTALL AC BERM PER SDRSD G-5 TYPE A. @) 36" WIDE CROSS GUTTER PER SDRSD G-12. @) 18" HALF CROSS GUTTER PER SDRSD G-12 SEE DETAIL SHEET 3. --.._____,,,'"--"'-''-----"--~ ll AS-lotHLT ~ P.E. ----EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE 1---t------+--~--~-----,.+--,i------+--~t-----t---J I SH7EET I CITY OF CARLSBAD SH1EOETS :=::::::;:::'_:::::;:::=::E::N:=G:::IN::E::ER::l:::MG=:':::D:::E:::P:::A:::RT:::~::lE:::.N:::T:;::::;:::::::J;;;z),~~ IMPROVEMENT PLANS FOR: THIS SHEET REPLACED SHT 7 APPROVED I 4 6 15 MODIFIED OAK AVE. STREET SCAP~ ADDED B"SS, 12"W, LOT 5&6 PROFILES ENGINEER OF WORK REVISIO~I DESCRIPTION D,~TE INITIAL DATE INITIAL OT~ER APPROVAL CITY APPROVAL VALLEY 17 OAK AVENUE APPROVED: JASON ENGINEERING MA Gm PE 63912 EXPIRES 9 30 14 OWN BY: CHKD BY: ---,,,,__.- RVWD BY:'-fl PROJECT NO . CT 12-07 SOP 12-07 S. GELDERT 'f·ZS·Utt. DATE DRAWING NO, 480-4 I Cl I 2 G) 2 C: s:: lXJ ;g Cl :0 ~ z Ci) 2 C: s: OJ m :0 Cl :IJ § 2 Ci) 2 C: s: lXJ m :0 I i ;t~:· '~==~= 1 _'."::i 10+00 10+50 11+00 11+50 12+00 STORM DRAIN DATA TABLE I J DELTA/BRG RADIUS LENGTH TANGENT REMARKS 1 N35'5151"W -26.66' -L A -1~~0 2 N35'5151"W 87.26' • I ?( II 3 N6~'57"E -38.61' -L A -2111 I LOT 12 LOT 1 s __ ,_..,_..,_..., s DATE INITIAL SCALE: 1"=20' ENGINEER OF WORK REVISION DESCRIPTION R.C.E. No. DATE Q· 19011060 Civil011060 dwg IMPROVEMENT 1480-4-SneetB dwg, Layout. Si1eel8, Aug 15 2014 8 25om DATE INITIAL DATE INITIAL OTHER APPROVAL ctn AFPROVAL CONSTRUCTION NOTES @ CONCRffi COLLAR PER CDC DS-5 @ 36" RCP STORM DRAIN, 2000D. @ CATCH BASIN TYPE 'G' (3'x6') PER SDRSD o-oa '111TH BIOCLEAN CATCH BASIN INSERT PER DETAIL ON SHEET 3. @29"x45" ELLIPTICAL CONCRm PIPE. @) 1.25' X 4.5' REINFORCED CONCRETE BOX @ CURB INLET TYPE '8' (NO V.,NG) L=B' PER SDRSD 0-2 '111TH BIOCLEAN CATCH BASIN !~SERT PER DETAIL ON SHEET 3. @ ~M d~ott&:We:r(}r B~R m~~TLPM' il'8A1t0g~0sRrr2r 3. @) ~M J~clrLEAWe:¥~lllrs1~~~§'.Rt~~& iEf;it~ SfHRIB ~~02 @ SAWCUT, REMOVE AND DISPOSE OF AC PAVEMENT FOR TRENCH '1110TH AND REPLACE IN KIND AFTER COMPLETION OF STORM DRAIN IMPROVEMENTS. P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE 1 s1ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: VALLEY STORM DRAIN PLAN & / APPROVED: DWN BY: CHKD BY:(7,~,<~-~ RVWD BY: PROJECT NO. CT 12-07 17 PROFILE SDP 12-07 DRAWING NO. 480-4 'I i ,, •I 'I .,, ., ., :I '! ~! " I' ,, ~i · ' ,, I' •I ji 11, Ii lj1 111 1;1 ii' 1 I •J ,, \ 168 168 167 166 .... .; ... ···· ·· ... e 166 118+56.68/ 169 ... 169 I 168 168 ' 167 / 167 166 166 18.5' 165 L_J_ _ _:.._ _ _L_J=:::::t::====::::±==!.----...l __ ~_:____l_• _J 1 65 -25 0 25 120+02.221 170 ---,---------, --,-----,-----1--,-~ 170 169 .................. ············· /, '... ~ J .... e ! ... [ ......... 169 166 i 14.6' I /1 ' / . ·/ ' ,...--i l 165 -·=··[' ........ y I i I I I I 164 -'-----'----i---'---'----C-.' ---'----+:----'--'----'----'-----+ 164 165 -25 0 25 121 +50.001 Q:\19011060\Civil01\060\dwg\lMPROVEMENT\14B0 4 Sheet9.dwg, Loyout: Sheet9, Aug 14 2014 9:41um 169 168 168 167 167 166 • ·I·· ·i·····.. j ............ , ................. ,1 ................. + ............... , ........... --f 166 , >-----e--~1~3=.5'-c'i _~ L-- ; 1 165 _l_-~----,-------'--'-----'------'---+-~-__J--e--_.L__--'-----+ 165 -25 0 25 119+00.001 168 167 : :: ~---.-... "'-... -~-.. -.... ~l_'!'_.s--_·· ~-, -.. -.. ~--·----~!---.~----.. -.. -: s--.--... -.. ~--.. ------~ .. -.. -... -... ~ ... _-.... -..... -.... -..... ~ .. -_____ -.... -.... -+, ::: ' .;;, ~, " t-.· "' , I "' :ai! . ;~. !-.. : I I~ : ".; r....: > ' . :¾a:c/oi . , .... i $. 12.~4; 1 ···· ~d---=I i I ·· ..... 166 .. l // ~ -~ :~ 1-:~~ ~ ~~:~LE ~~IC~~Esl .. ·::J:Y .... 0 167 l -.. • I ~,, F ~: I .. --.. .. l .... T r· .. i + 166 165 _,_ __ ''---+1 ------'--'-.!....---'-' ----''--+---~---'---'-1 ---'---+ 165 166 1es 168 167 166 -25 0 25 120+52.221 170 --~----,---------~---~--------~ 170 ' 169 · ........ . 169 168 167 167 166 166 -25 0 122+00.001 PREPARED BY: HUITT-ZOLIARS Huitt-Zollars, Inc. Thousand Oaks 90 E. Thousand Oaks Boulevard Suite 201 Thousand Oaks, Collfornla 91360 Phone (8051 418-1802 Fax (8051 418-1819 ., t .. , . I . ' . 7· . • ,,_;:,;.. ... f 7 /1-( , · . . I /.p//l1 r. . l_,;,#Pt;4•«[/ 69625 PETER BERNARD P.E. R.C.E. No. 119+52.221 .. .. _.,. ,, I ,', ...... ' .. -25 0 121+00.001 168 167 122+46.991 P.E. ___ EXP. ___ _ DATE REVIEl'iED BY: INSPECTOR DATE l---+---t-----------f-----l-----l-----l-----l I sH9EET I CITY OF CARLSBAD I SHEgETS I t ~=="===:=E:::N::::Gl:::N:::EE:::R:=l:::NG::::::D::::E:::P:::A:::RT:::M:=E=:N:::T==:::..:=::::::::::::' IMPROVEMENT PLANS FOR: / VALLEY 17 STREET CROSS SECTIONS SDP 12 __ 07 APPROVED:// 11 A ' JASON ~-GEi-DERT l&>..._,./ 1 .r .1. 19 8 /Z~/7..01'/ ENGINEERING'MANAGER PE 63912 EXPIRES 9/30/14 'ATE 8/14/14 /1\ DATE DA TE INITIAL ENGINEER OF "WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ___ , CHKD BY: __ _ RVWD BY: PROJECT NO. CT 12-07 DRAWING NO. 480-4 ii I 'i " ' I I \ \ \ OAK AVENUE SECTION AT PARKING AREA LOCATION EXISTING (ALTERNATIVE DESIGN STREET) NOT TO SCALE R/W R/W I i EXISTING IMPROVEMENTS (TYPICAL) I ,,.,,,,--EXISTING I (GO') V, PAVEMENT EDGE : i ! (10') VARIES , ,10' 10' ! (30') 1 30' ' : (4.5') (5.5') EXISTING PCC 1 • VARIES I ____ y --' ' I Li 0 ;,::c.fli2::::_·:=::~•:,•:JC:~--. , ~• ,, ,! \_GROUND SURFACE AT 2% 18" PCC GUTTER _J/ \_GRIND & OVERLAY EXISTING DISTRESSED f'l,I( ~T,e.1,_ c,i! Sitf.:3 AC (TO C/L IF NECESSARY, 1 '' MIN. GRIND DEPTH) OAK A VENUE SECTION AT BERM LOCATION EXISTING (ALTERNATIVE DESIGN STREET) NOT TO SCALE P; \C \C'i°EM-101 \dwg \14.SO 4 Sheel3,dw;J, Loyout: She1;t3, Ma~ 29 ZOHi 12: 08prn ' • PREPARED BY: HUITT -ZOLIARS Hult1-Zollars, Inc. Thousand Oaks 90 E. Thousand Oaks Boulevard Suite 201 Thousand Oaks, California 91360 Phone 1805) 418-1B02 Fax 1805,) 418-1819 69625 PETER M. BERNARD P.E. R.C.E. No. 8/14/14 DATE CITY OF CARLSB1~D FIRE DEPARTMENT "-AS-V>t.HL1 I• REQUIREMENTS _,,, / / 'NO. OF F,H.(S)_l_F,FLOW 1.500 G.P)A,•OITT OF _LF.H.(S). ! BLDG. SPRINKLED (©),'NO ... f.l'LOW_l _G.P.M. --~---~---' .-• P.E. -~-EXP. ___ _ . ~ FIRE MARSH'.'.',l·,,. DATE .,,.,,.,,, DATE REVIEWED BY: INSPECTOR DATE '--+---+----------.......J....---1---1----......l.----l I sH10EET I CITY OF CARLSBAD SHEETS ,... ~10· ENGINEERING DEPARTME'.NT ~IM=;;;P~RO~VE~M~EN~T v~PLA~A~s:=;L~OR~L=E=. =y:::::::::==1=7=~~~ ... ~ • ADD THIS SHEET DATE INITIAL DATE INITIAL OA1'E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL A ETAILS SDP 12-07 APPROVED: / / -, JASON S. GELDERT ___ _:;l.L! ,l~-,1..,.1.~w,t~-----,--,--'{,Z..(I. Z.bl' ENGINEERING ~GER PE 63912 EXPIRES 9/30/14 CATE PROJECT NO. DRAWIN8 NO. CT 12-07 480-4 ---- Ii I I en ,, ~ I ~ ~ el ·□□ ,~c i'~C1 I~-< !~m ~ ', :g • :~z -~~ •1 S::::r: • rn □ I m" i'~rn ·~ I iiji z m 1. en ~ i I 11 I Cl i 2 G'I 2 C: ~ OJ m ll Cl II § 2 (jJ 2 C: s: OJ m l]