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HomeMy WebLinkAboutDWG 414-5A; CT 02-27; LA COSTA FAIRWAYS; 01-07r,.2,;5 ~-~H ,.-, ···x _Jo:j "" ... Cone ' CITY OF OCEANSIDE HIGHWAY [ii] PACIFIC OCEAN • ,1;/i,-- VICINITY © 2004 O'Day Consultants, Inc. cEJsct.irco ) Ga:e $po Pcol MAP OEJ'.>O:Ulll I) t I 'Rf,: ·~··" I =QI• - ' _J__ w I - CE\SCUf'CCO, ' ·r~ , .. \ ' -OBSClJ'IED / r,usc'URrn NOT rn SC': 41 F KEY MAP SCALE 1 • • NJ' -... --- KEY .JIAP J,EGENO PROPOSED EXIST/NC SEWER-••••••••••• -S----5-· - ACCESS Hot.ES. . . . . . . 0 WATER-----••••••• -W-w -------- RRE HYDRANT ASSY.. • • • • • - STREET LICH[ • • • • • • • • -----D SHEET INDEX SHITTNa I 2 3 4 5 6 7 ()ESCR!PllON llllE SHEET -LEGEND it KEY AIAP SEC110NS. DETAILS it NOTES GRAD/NC PLAN PLAN ANO PROf!LE OF PR/VA TE OR/I£ :., ' PLAN ANO PROf!LE OF PRIVATE STORAI DRAIN EROSTON CONTROi. DETAILS ANO L.ECENO EROSION CONTROi. PLANS NOTE.!! ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ USED FOR. HORIZONTAL OR VERTICAL SURVEY CONTROL o' 40' 20 80' SCALE: 1" = 40' REFERENCE ORANrNCS 1. IMPROVEMENT PLANS FOR 414-5 LA COSTA FA/RWA YS 2. C. T. 02-27 ABBREVIATIONS TC = TOP OF CURB FL = FLOW LINE TC TOP OF CRATE FF = RN/SHED FLOOR FS = RN/SHED S/JRFACE CF = GARAGE FLOOR EARTmr0RK QUANTl'l'IES C/Jl' 2,210 C. Y. RLL: 3,JJ! C. Y. IMPORT.· 1.121 C. Y. REMEDIAL: 7, 7fi6 C. Y. NOTE: THESE Q/JANTITIES ARE FOR BONO/NC P/JRPOSES ONLY. THEY 00 NOT !Na/JOE SHRINKAGE OR £)(PANS/ON GRADING QfJANlTTIES. ACTIJAL O/JAN7171£S MAY VARY. BASIS OF BEARINGS: SYSTEM NAOBJ, ZONE 6, BASED UPON THE CRIO BEAR/NC BElltfEN STATION THE BASIS OF BEARING FOR THIS SURl€Y IS THE CALIFORNIA COOROINA TE 20 ANO STATION 23 AS OESCR/8£0 IN RECORD OF SIJRl€Y NO. 17271, QIJOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR /IA Y NOT BE IN TERIIS (F SA/0 SYSTEM. THE CO/,IBINEO GRID FACTO.R AT STA 710N 20 IS a99996J77a GRID DISTANCE= CRO/JND DISTANCE x COI.IBINEO GRID FACTO.R BENCHMARK: SOI/$ ENCINEER's CERTIFICATE THESE PLANS HA If' BEEN Rc'tfEYED BY THE /JNDERSIGNEO, ANO TH£ CEO TECHNICAL ASPECTS (F THE PLANS HA 1€ BEEN FOUND TO 8£ IN CONFORMANCE HfTH THE INTENlTONS (F THE RNOINCS ANO RECO/,IMENOA lTONS CONTAINED IN THE GEOTECHN/CAL REPORT PREPARED BY CEO SOILS INC. AND All SUPPLEMENTS THERETO. W.a 3401-A-SC DATED OCTOBER 8. 2002. ANO SUPPLEMENTAL LETTER P/JBLISHED BY CEO lEK, INC., DATED AIAY 20, 2004. COPIES OF ABO&€ REPORT HAI€ BEEN S/JBMITTEO TO THE OFFICE OF THE CITY ENGINEER. CEO lEK, INC. 1384 PO/NSEmA Al>£ SVITE A 'tfSTA, CA 92081-8505 OAT£: PHONE {760) 599-0509 FAX {760) 931-0915 EXPIRATION OAT£: 0 'lj1o /45' I 01YNER's CERTIFICATE I{~) HEREBY CERTIFY THAT A RECISlERED SOILS ENC/NEER OR GEOLOGIST HAS BEEN OR Hfll BE RETAINED TO S/JPER'tfSE OITTr-ALL CRAOIM ACTl'tf1AN!-'tfSE ON THE COMPAClTON ANO STABILITY OF ~SI ! Br.· , -oATE: IO /1 lo'{ RUBEN fi;?flf f /IEJIBER / BY: _J.J-1:::::::.J..L/2.!!l=~==.,___OATE: 1qltf<'>r PErfj;vALLEAD,AIEII. fR j ~ B~ DATE: lo/11 _ Oj_ ' ABEL KAA , MEUBER, MANAGER OECLARATION OF RESPONSIBLE CBABCE I HEREBY DE a ARE THAT I AM THE ENGINEER OF lltll'K FOR THIS PROJECT, THAT I HA',£ EXERCISED RESPONSIBLE CHARGE 01€R THE DESIGN ON TH£ PROJECT AS OEFINEO IN SEClTON 8703 OF THE 8/JSINESS ANO PROFESSIONS CODE, ANO /HAT TH£ DESIGN IS CONSISTENT HfTH C/JRRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORAHfNCS ANO SPECIRCATIONS BY TH£ CITY (F CARLSBAD DOES NOT REL/£&€ ME, AS ENC/NEER OF IKJRK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. O'oA Y CONS/JLTANTS, INC. 2710 LOKER A 1€N/JE ~ST, S/JITE 100 CARLSBAD, CALIFORNIA 92008 {li ~ 'JI-700 R.C.E. NO. 55187 EKP. 6/J0/08 O'IYNER/OEVELOPER: ' CJflYI) NOTE CIVIL ENC/NEER O'oA Y CONS/Jl TANTS, INC. 2710 LOKER A lf'NUE ltEST, SVITE 100 CARLSBAD, CALIFORNIA 92008 (760} 931-7700 NO GRADING SHALL OCCUR OITT? EXISTING FACILITIES IIITHOIJT APPROVAL FROM THE 0/SlRICT. ALSO, All £XIS71NC FACILITIES 1.1/JST BE KEPT IN SER'tfCE /JNlTL NEW FACIL/71£5 ARE INSTALLED, OPERA 710NAL ANO ACCEPTED BY C.AI.W.O. SOURCE OF TOPOGRAPHY TOPOGRAPHY SIIOHN HEREON CONFORMS TO NATIONAL I/AP ACCURACY STANDARDS ANO WAS GENERATED BY SANLO AERIAL S/JRl€Y.S; DATE: JUNE 3, 2002. PROJECT L0CA TI0N THIN ASSESSORS PARCEL NO. 216-310-04 &-THIS PROJECT IS LOCATED Hf 216-310-05. THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS: 334-1689. rpTI0N LEGAL OESCRh l6-JI0-05 APN 216-310-04 &-APN 2 LOT~ ANO 5 OF LA COSTA SAN DIEGO, STA TE OF CAL/Fr RLEO IN THE OFRCE OF THE GREENS, IN THE CITY (F CARLSBAD, COUNTY OF ORN/A, ACCORDING TO MAP THEREOF NO. 6708, CO/JNTY RECORDER (F SAN DIEGO CO/JNTY A/JC/JST 18. 197a WD/0/: 937C327018 CONSTRUCTION PRIORITY: MEDIUM OFSCRIPT/ON· STANOARO M-10 STREET CENTERLINE l+El.L /ION/JMENT LOCATION: CENTERLINE (F El CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S 1800-1 RECORDED: CO/JNTY BENCH LEVElS (NO. COUNTY ITT?T. CONTROL DATA) ELEVATION: 68.479 OATIJM: U.S.C. &-C.S. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ,oRK TO BE O0NE TH£ GRAD/NC IKJRK SHALL CONSIST OF THE CONSTRIJCTION OF ALL CUTS ANO RLLS, RENEOIAL GRADING, ORA/NACE FACIL/71ES, EROSION CONTROL FACIL/71ES, ANO PLANT/NC OF PERMANENT LANDSCAPING ANO PREPARA 710N (F AS-8/JILT GRADING PLANS. AS-8/J/L T GEOLOGIC MAPS ANO REPORTS, ALL AS SHOHN OR REQIJIREO ON /HIS SET OF PLANS ANO THE CITY STANDARDS, SPEC/RCA TIONS, REQIJIREUENTS, RESOI./JlTONS ANO ORDINANCES CITED ON lH£SF PLANS. TH£ GRADING lfORK SHALL BE PERFORMED IN ACCORDANCE HfTH TH£ FOLLOHfNG OOC/JMENTS, CURRENT AT /HE TIU£ OF APPROVAL OR AS DIRECTED BY TH£ CITY ENGINEER: I. CARLSBAD U/JNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS. J: THIS SET OF PLANS. -1. CITY PI..ANNINC COl,IAIISS/ON RESOI./JlTON NO. 5307 ,t 5308. 5. CITY CO/JNCIL RESOL/JlTON No. 2002-368 6. THE STANDARD SPEC/RCA TIONS FOR P/JBLIC IIORKS CONSTRIJClTON ("CREEN eoa<7 7. SOILS REPORT ANO R£COl,IMENOA TIONS BY GEOSOILS. INC. OA TED OCT. 8. 2002 TlllED PREl/1,//NARY CEO TECHNICAL EVAL/JA 710N LA COSTA GREENS. LOTS 4 ,t 5 CITY (F CARLSBAD SAN DIEGO COLINTY, CALIFORNIA. 8. THE SAN DIEGO RECIONAL STANO ARD ORA HfNCS ANO AS MA Y BE MOOIREO BY THE CITY (F CARLSBAD STANDARDS. 9. CALIFORNIA COASTAL, N \A. la ENVIRONMENTAL APPL/CATION DOC. , N\A. II. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY O'oAY CONS/JL TANTS, OA TED: APRIL 5. 2004. LECENO DESCRIPTION sro. owe. SYMBOL Sl/80/V/S/ON 80(JNDARY. ___ •• _ •••••••••••• ------- LOT LINES • • • • • • • • • • • • • • • • • • • • • • • • • PROPOSED CONTOLIR . • • • • • • • . . . • . . . . . . . . -----1 70 - EXIST/NC CONTOIJR • . . . . . . . . . • • • • • • • • • • ·-····-·--.. ___ .... 1 7() --· OA YIJCH T LINE • • • • • • • • • • • • • • • • • • • • • • • _:j11c__ __ 'i',__ _ _.i'-- EXISTINC SPOT E/EVA TION. • • • • • • • • • • • • • • • PROPOSED SPOT E/EVA TION • • • • • • • • • • • • • • • PAO E/EVAlTON. • • • . • • • • • • • • • • • • • • • • • • 191.2 RETAIN/NC WALL (6' MAX}. • • . . . . . . . . . . . . . • . ---- (PER SEPARATE P£Rl,lll} EARTH SWALE. • •••••••••••••••••••• BROW DITCH . . . . • • • • . . . . . . . .(0 75) • ROI.LED CURB ••••••••••••• (G-4). 6" CURB AND C/JTTlJ? •••.•.....•• (C-2). 6" CURB ••••••••••••••••••• {C-1}. PR/VA TE STREET LICHT. . . • . . . . . . . . • • • • • • ---0 - PRIVATE STO.RM ORAIN. ••••••••••• (060} ••••• ===<=.SV= :::::= = NO PARKING SIGN. • • . . • • • • • • • • • • • • • • • • • 9 SIDEWALK • • • . . . . . • . . . • . .(C-7). • • COBBLE LINED SWALE TYPE B CURB INLET . . . . . . . . . .(0-2). • • (Q] CRoss CIJTTER • ____ •••••••• rc12) ••••• c· .-;-"" · -~---~1 RIBBON CIJTTlJ? AC PA/ANG (4"AC ON 5• AB). . . . . . . . . . . . . . . . llllt£lit.Jl!IB 12"XI 2• BROOKS BOX. • • • . . . . • • . • • • • • • • • • PEDESTRIAN RAMP ..•••........ .(C-27}. •••• CONCRETE L/JG. . . . • • • • • . . . . . • • • • • • • • • c~~:?,s 271 0 Loker Avenue West Civil Engineering @] Al\ ,,,,,-z:z50:~ DESIGNED BY: T,T.C, DRAWN BY: P.£.F, PROJECT MGR.· JP.S, OUANTITY l2J SF 11 LF 2JLF 541 LF 4.J7LF 1 EA 200 lF 5EA 9J8 SF 124 SF 2£A 90SF J51 SF 5537 SF 2£A JEA I EA DATE: FEB. 2004 SC.AiLE:~ JOB NO.: 02-1().4() JGI " F WORK:~ Suite 100 Plonning Corlsbad, Califomk, 92008 Proce&sing )~ ...... v, _ DATE:ll ·17•o4' 760-93 t -7700 Surveying Fax: 760-9.31-8680 JOHN P. SIROHMINGER ~• RCE: 55187 PLANNING DEPARTMENT APPROVAL "AS BUil T" • !,\\,;a..,,~ Ol?q4 DATI!: 11.//" /o+ IIICIIAEL l. IIQLZ)QLJRR, PJANNIIIG DIRIC'IOR RCE EXP. DATE ~,.,. (SIG ) ) DATI!:/.:l /15 jot./ REVIEWED BY: RECODENDED BY: l!>o.rln"'(,._ l::'~"!14 '¥ (PRINT NAICE) INSPECTOR DATE I SH1EET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT CHA/JING Pl.ANS RJH: LA COSTA F.4/RW.4 rs APPROVED O I LLOYD B. HUBBS Ao,.,~~~12 "ff. RCE 23889"-PIRES I --31-05 CITY ENGINEER ~*' OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ?'J(. OTHER APPROVAL CITY APPROVAL R'vWD BY: JL.R C. T. 02-27 414-5A G \jobs\20,J?\:XJ10i..CJ\D'.!4:JCD1 Yl✓C :Jc C6, 2004 Cl· 10am :{reh 0/40:-:; [)';40CRI~; \l/4(HP01, C74C7.JTI; C/4GRf/AP. o:14r,str GRAD/NC NOTES (IN A00/7/0N TO THE REQIJIRD,IENTS OF CHAPT£R 15. 16 OF TH£ CARLSBAO MUNICIPAL COO£.) I. THIS PLAN SIJPERS£0£S All 0711£R PLANS PREVIO/JSI. Y APPROVEJJ BY THE CITY OF CARLSBAO REGARDING GRAOING SHOWN ON THIS S£T OF PLANS. 2. APPROVAL OF THIS PLAN OO£S NOT l£SS£N OR WA/1,f" ANY POR 7/0N OF THE CARLSBAO MUNICIPAL COO£, R£SOI./JT/ON OF CONOITIONAL APPROVAL, CITY STANOAROS OR OTHER AOD/7/0NAL OOCWENTS l/STEO HEREON AS THEY MAY PERTAIN TO THIS PRO.!£CT. THE ENGINEER IN R£SPONSIBL£ CHARGE SHALL R£vfS£ !HES£ PLANS ltl!EN NON-CONFORMANCE IS 0/SCOVEREO. .J. CITY APPROVAL OF PLANS OOES NOT R£l/£1,f" THE 0£V£LOPER OR ENGIN£ER-0F- WORK FRO/,/ RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO ()1,(/SSIONS OISCOllf"R£0 0/JRING CONSTR/JCTION. All PLAN REVISIONS SHALL BE PROAJPT/. Y SIJBIIITTEO TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER llfll BE R£()(JIR£0 FOR ANY WORK IN THE P/JBLIC RIGHT OF WA r. PRIOR TO PERMIT ISSIJANC£, A CERT/RCA TE OF /NSIJRANCE MUST BE FllEO NAMING THE CITY OF CARLSBAIJ AS AN AOD/7/0NAL INSURED ON THE PERIIITTEtS POLICY IN THE U/NIU/JU AUO/JNT OF 11,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSIJRANCE COMPANY llf?/7/NG THE POI.ICY M/JST HA l,f" A RA TING OF ':4' ANO A SIZ£ CATEGORY OF aASS VAS ESTABLISHED BY 'BESTS' K£Y RA TING GIJl0£ 5. /JNl.£SS £X£!.(PTEO BY S£C 7/0N JOl.(b)5 OF THE /IN/FORM 8/JILO/NG COO£, RETAINING WALLS Ol/TS/0£ OF Pl/Bl/C RIGHT OF WAY R£()(JIR£ S£PARA TE PERMITS FROM TH£ B/JILOING DEPAR71,1£NT. 6. NO WORK SHALL BE COAJUENCED UNTIL All PERMITS HA l,f" BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENC/£S. 7. APPROVAL OF lH£S£ PLANS BY THE CITY ENGINEER OOES NOT A/JTHORIZ£ ANY lltWII' OR GRADING TO BE PERFORMEO UNTIL THE PROPERTY Or.N£R's PERMISSION HAS BEEN OBTAINEO ANO A VAL/0 GRADING PERMIT HAS BEEN /SSU£0. 8. NO REVISIONS llfll BE UAO£ TO !HES£ PLANS llflHO/JT TH£ llf?ITTEN APPROVAL OF THE CITY ENGINEER, NO TEO /If THIN THE REVISION BLOCK, ON THE APPROPRIATE SH££T OF THE PLANS ANO THE 7171.E SH££T. 9. ORIGINAL ORA/lfNGS SHALL B£COU£ THE PROPERTY OF THE CITY //PON 8£/NG SIGNEO BY THE CITY ENGINEER. 10. THE ORIGINAL ORA/lfNG SHALL BE REvfSEO TO REFLECT AS-8/JILT CONDITIONS BY THE ENGYNEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE IKJRI( BY THE CITY. II. ACCESS FOR FlRE ANO 0711£R EIIERGENCY vFHlaES SHALL BE UAINTAINEO TO THE PROJECT SITE AT All TMIES 0/JRING CONSTRUCTION. 12. #HERE TRENCHES ARE llfTHIN CITY EASEll£NTS, A SOILS REPORT C()!.(PR/5£0 OF: (A) SIJWARY SH££T, (B) LABORATORY WORK SH££TS ANO (C) COMPACTION C/JRl£S, SHALL BE S/1811/TTEO BY A PROFFSSIONAL ENGIN££R OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NG BUSINESS IN THE flE/.0 OF APPLIEO SOILS !.(£CHAN/CS. THE SOILS REPORT Will BE S/JBM!TTEJ) TO THE CITY ENGIN££R/NC INSPECTOR /lflHIN l1H? WORK/NC OA Y.5' OF THE COMP/..£7/0N OF FlELO TESTS. 13. A SOILS C()!.(PACT/ON REPORT ANO C()!.(PL/ANCE l.f"RlflCA 7/0N REGARDING ADHERENCE TO REC0/,1/IENOA 7/0NS Ol/71.INEO IN THE SOILS REPORT IS REQ/1/RED PRIOR TO THE ISSUANCE OF A BUILDING PER/,1/T. ALL CONTROLLEO GRADING SHALL BE OON£ UNDER THE 0/RECTION OF A PROFFS90NAL ENC/NEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING 8/JSINESS IN THE FlE/.0 OF APPLIED SOILS !.(£CHAN/CS. All Flll OR F/JT/.IR£ Flll AREAS SHALL BE CONSTRUCTED IN ACCORDANCE llfTH THE CITY OF CARLSBAD STANOARD SPEC/RCA 7/0NS ANO THE 'EARTHIWRK SPEC/RCA 7/0NS ' A TTACHEO TO THE PREL/1,/INARY SOILS INl.f"STICA 7/0N. OA/l Y FlE/.0 C()!.(PACTION REPORTS llfll BE S/1811/TTEO TO THE PROJECT INSPECTOR. 1-1. A PRECONSTR/JCT/ON !.(££TING SHALL BE H£l.O AT TH£ SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE A TTENOEO BY ALL REPRESEN TA 7/1,f"S RESPONSIBLE FOR CONSTRIJCTION, INSPECTION, SUPERVISION, TEST/NC AND All OTHER ASPECTS OF THE WORK THE CON TRACTOR SHALL SCHED/JLE THE MEETING THROUGH THE PERMIT Cl£RI( (./J/J-3891) AT LEAST Rl.f"(5) WORKING DA Y.5' PRIOR TO STARTING CONSTRIJCT/ON. APPROVEJJ ORA/lfNCS U/JST BE AVAILABLE PRIOR TO SCHEDI/LING. THE GRADING PERMIT MLL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEE'TING. 15. All INSPECTION REOU£STS 0711£R THAN FOR PRECONSTR/JCT/ON 1,1££7/NG llfLL BE MAO£ BY CALLING THE ENGINEERING 24-HO/JR INSPECTION RE()(JEST UN£ AT (760) ,IJB-.J89I. INSPECTION REQUESTS M/JST BE RECEIW PRIOR TO 2.·00 P.11. ON THE OAY BEFORE THE INSP£CT/ON IS NEE!JE'D. INSPECTIONS llfll BE MAO£ THE NEXT IWRKING DAY UNLESS REQUESTED OlHERllfS£. RE()(JESTS MAO£ AFT£R Z· 00 P.11. IW.l BE SCHEOULEO FOR l1H? Fllll WORK DA Y.5' LATER. 16. THE 0/INER ANO/OR APPLICANT lHRO/.IGH THE 0£V£LOPER ANO/OR CONTRACTOR SHALL 0£SIGN, CONSTR/JCT AND MAINTAIN All SAFETY OEVICES, INCLUDING SHOR/NC, ANO SHALL BE SO/..EL Y RESPONSIBL£ FOR CONFORUINC TO ALL LOCAL, STATE ANO ITOERAL SAFETY ANO HEALTH STANDARDS, LAW., ANO REC/JLATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY SIJBJDmNC A OETA/L PLAN TO THE CITY ENGYNEER ANO/OR CONCERNEO AGENCY SHOWNG THE 0£9GN OF SHORING, BRACING Sl.OPING OR OTHER PROvfSTONS TO BE IIAOE OF 'MJRKER PROTECTION FROII THE HAZARD OF CAVING GROLINO DURING THE £XCAVA 7/0N OF SI/CH TRENCH OR TRENCHES OR 0/JRING THE PIPE INSTALLA 7/0N THEREIN. THIS PLAN I/UST BE PREPARED FOR ALL TRENCHES Rllf" FEET (5) OR l,(()R£ IN DEPTH ANO APPROW BY THE CITY ENC/NEER ANO/OR CONCERNED AGENCY PRIOR TO EXCA VA 7/0N. IF THE PLAN VARIES fROl,f THE SHOR/NC SY.5'1£1.( STANDARDS ESTABLISHEO BY THE CONSTR/JCT/ON SAFETY ORDERS, 7171.£ 8 CALIFORNIA A0/1/NISTRA 7111£ COO£, THE PLAN SHALL BE PREPARED BY A R£GYSTEREJ) ENGINEE'R AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCA VA 7/0N PERMIT MUST BE Sl/BMITTEO TO THE INSPECTOR PRIOR TO EXCA VA 7/0N. 18. NO BLASTING SHALL BE PERFORM£D UNTH. A VALJO BLASTING PERMIT HAS BEEN OBTAINEO fROl,f THE CITY OF CARLSBAD. SUBMIT APPL/CA 7/0N FOR BLASTING PERI/IT Hfll IN ADVANCE OF THE SCHEOlll/NG OF BLASTING OPERA 7/0NS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOl.f"RED WITHIN ANY /lf'JIIK AREA 0/JRING CONSTR/JCTION, OPERA 7/0NS llfLL CEASE /WED/A TEL Y, ANO THE PERMITTEE Wll NOTIFY THE CITY ENC/NEER. OPERA 7/0NS Will NOT RESTART UNTIL THE PERJDTTEE HAS RECElllf"O llf?ITTEN AUTHORITY FRO/,/ THE CITY ENGINEER TO 00 sa 20. All OPERA 7/0NS CONO/JCTED ON THE SITE OR ADJACENT THER£TO. INC!./10/NG WARM/NC /JP, REPAIR, ARRIVAL, OEPART/.IR£ OR OPERATION OF TRUCKS, EARTHMOVING £()(JIPAIENT, CONSTR/JCTION £()(JIPU£NT ANO ANY OTHER ASSOCIATEO GRADING £0/JIPl,/ENT SHALL BE LIM/TEO TO THE PERIOD BETHfEN 7.·00 A.II. ANO Sl/NS£T EACH DAY, UONOA Y THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA 7/0NS SHALL BE CONO/JCTED ON Hffl(ENOS OR HO/../OA YS. (A LIST OF CITY HOL/OA Y.5' IS AVAILABLE AT THE ENC/NEER/NC OEPARWENT COL/NTER.) 21. All OFF-SITE HAUL ROLl'TFS SHALL BE SI.IBII/TTEJ) BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL l1H? FULL WORK/NC DA Y.5' PRIOR TO BEGINNING OF /lf'JIIK. 22. IMPORT MATERIAL SHALL BE OBTAINE[J FROM, AND WASTE MA Tm/Al SHALL BE OEPOS/TEO AT, A SITE APPROVED BY THE CITY ENC/NEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 0£8RIS OR OAIIAGE OCCURRING ALONG THE HA/Jl ROUTES OR ADJACENT STREITS AS A RESUl T OF THE GRAOING OPERA 7/0N. ©2004 O'Day Consultants, Inc. 271 0 Loker Avenue West Suite 100 Corlsbod, California 92008 760-9.31-7700 Fax: 760-931-8680 GRADING NO'TFS CONTIN/JED: 23. BRUSH SHALL BE R£MDVEJJ ON/. Y llfTHIN THE AREA TO BE GRADEO. NO TREIS AR£ TO BE REMOl.f"O UNLESS SPECIRCALL Y NOTED ON THE PLAN. 24. All AREAS SHALL BE GRADED TO ORAIN. GRAD/NC RESl.ll TING IN THE PONO/NC OF WA T£R IS NOT PERMITTED. ALL £AR THEN SWALES ANO DITCHES SHALL HA l,f" A MINIU/JM ONE-HALF PERCENT SLOP£ 25. THESE PLANS ARE SIJEJ,ECT TO A SIGNEO AND APPROVEJJ S£T OF EROSION CONTROi.. PLANS. EROSION CONTROL SHALL BE AS SHOHl'I AND AS APPROl.f"D BY THE CITY ENC/N££R OR AS DIRECTED BY THE PRO.!£CT INSPECTOR. 26. All Sl.OPES SHALL BE TRINM£!J TO A FlNISH GRAOE TO PRODUCE A UNIFORAI SI.IRFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CON0/7/0N. All STONES, ROOTS OR 0711£R DEBRIS SHALL BE REl,/Ollf"D ANO OISPOS£0 OF AT A SITE APPROVEJJ OF BY THE CITY ENGINEER. 27. ALL SI.OPES SHALL BE IRRIGATED, STABILIZED, PLANTEO AND/OR H>1JROSEIOEO llfTHIN TEN (10) DA Y.5' OF THE 7111£ MfEN EACH SI.OPE IS BROLIGHT TO GRADE AS SHOW. ON THE APPROW GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOIIPLISHEO ON All Sl.OPES ANO PAOS AS RE()(JIR£0 BY THE Cl TY OF CARL SB AO LANOSCAPE MAN/JAL, THE LANDSCAPING PLANS FOR THIS PRO.!£CT, ORAWING NO. 414-5C, ANO/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWl'IER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COOROINA TE THE WORK OF THESE GRAD/NC PLANS llfTH !HAT SHOr.N ON BOTH THE LANDSCAPE AND /RR/GA 7/0N PLANS ANO THE IIIPROVEl,(£NT PLANS AS REl)IJIR£I) FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MAN/JAL TIME REQUIREl,/ENTS. 30. STOOi ORAIN PIPE SHALL BE REINFORCED COVCRETE PIPE llfTH A M/Nfl,f/JI,/ 0-LOAO OF 1,350. FOR PRIVATE STORM ORAIN PIPES, /JP TO 15' Pi.t:' MAY BE /JTH./ZEO PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKRLLEO llfTH 3/4' ROCK PER SORSO S-4 T'tPE 'C' ANO PIPE IIEETS ASTM STANOARD 3034 FOR SOR 35 S0/../0 WALL PIPE. JI. ltl!ERE AN £/UST/NG PIPE LINE IS TO BE ABANOONEO AS A RES/JI. T OF THE GRADING OPERA 7/0N, IT SHALL BE REJIOVED WITHIN THFNTY FEET OF 8/JILO/NG OR STR££T AREAS ANO REPLAC&J llfTH PROPERLY COMPACTEO SOILS. IN OTHER AREAS THE PIPE Ml.l BE PL/JGGEO llflH CONCRETE OR REMOVEJJ AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCA 7/0N OF All EXISTING FAC/UT/ES (ABOllf" GROL/NO AND UNDER GRO/JNO} WITHIN THE PROJECT SITE S/JfflCIENT/. Y AHEAO OF GRADING TO PERMIT THE REVISION OF THE GRAD/NC PLANS IF IT IS FO/JNO THAT THE ACT/.IAL LOCATIONS ARE IN CONFLICT llfTH TH£ PROPOSEO /1,fJR/(. JJ. THE CON TRAC TOR SHALL NOTIFY AFFECTEO //TILi TY COIIPANIES (SEE' BELOW) AT LEAST 2 RJLL WORKING DA Y.5' PRIOR TO STARTING GRADING NEAR THDR FACILITIES ANO SHALL COOROINA TE THE WORK WITH A COMPANY REPRES£NTA 71'1£ /JNDERGRO/JND SERVICE ALERT (800)422-4/JJ SOC&£ (8()())660-7343 PAC/RC BELL (8()())892-0123 AOELPHIA COMN/JNICATIONS (760)438-7741 CITY OF CARLSBAO{_STREETS ,t STORM ORAIN) (760),138-2980 CITY OF CARLSBAD(SEitER.WAT£R ,t REC!.AIM£!J WATER) (760),138-2722 LE/JCAO/A WASTEWATER DISTRICT (760)753-0155 34. PERMIT COMPUANCE RE()(J/REl,IENTS: A. FOR CONTROllEI) GRAD/NC-THE APPLICANT fHRES A CIVIL ENGINEER, SOILS ENGIN££R, AND/OR GEOLOGIST TO C/llf" TECHNICAL AOvfCE, OBSERllf" AND CONTROL THE IKJRK IN PROGRESS {15.16. 120 A.8/ CARLSBAD MUNICIPAL COO£. 8. PRIOR TO RNAL APPROVAL OF A GRAOING PERMIT-THE FO/..lO/lfNC REPORTS M/JST BE SIJBJDTTEJ) TO THE CITY ENC/NEER VIA THE PROJECT INSPECTOR /15.16.120 A.lo/ CARLSBAO MUNICIPAL COO£.· (t) RNAL REPORT BY SI.IPERVl9NG GRADING ENGINEER STATING All GRAD/NC IS COMPLETE. All ER090N CONTROi., SI.OPE PLANT/NC ANO !RR/GA llON ARE INSTALLED IN CONFORMANCE HflH CITY COO£ ANO THE APPROVEJJ PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROII CITY ENC/N££RING DEPARTMENT). (2) AS-B/Jll T GRADING PLAN. (3) REPORT FROAJ THE SOILS ENC/NEER, ltll/CH /NaUO£S RECOIIMENDED SOil BEARING CAPACITIES, A STA 1£1.(ENT AS TO THE EXPANSll.f" OUALITY OF THE SOil, AND SUMMARIES OF RE/.0 ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCL/JO£ A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQIJIR£!.(ENTS ANO RECOIIUENOA 7/0NS 0/JT/.INEO IN THE PRE/.11,/INARY SOILS REPORT ANO ANY SIJPPlEJJENTS THERETO. (4) REPORT llflH AS-BUILT GEOLOGIC PLAN, IF RE()(JIREO BY THE arr. 35. /JNl.£SS A GRADING PERMIT FOR THIS PROJECT IS ISSVEO llfTHIN ONE (I) lcAR AFT£R THE CITY ENC/NEER's APPROVAL, THESE PLANS MAY BE REO/JIREO TO BE RESI.IBMITTEO FOR PLANCHECK. PLANCHEC1< FEES Hill BE REQIJIRED FOR ANY SI/CH RECHECK. 36, THE SOILS REPORT 7171.£0 PRELIIIINARY GEO TECHNICAL EVAL/JA 7/0N LA COSTA GREENS, LOTS 4 ,t 5 CITY OF CARLSBAD. SAN DIEGO COUNTY, CALIFORNIA OATEO OCT. 8. 2002 PREPARED BY GEOSOILS, INC. SHALL BE CONS/OEREO AS A PART OF THIS GRADING PLAN. All GRAD/NC SHALL BE DONE IN ACCOROANCE WITH THE RECOMIIENOA 7/0NS AND SPEC/RCA 7/0NS CONTAINED IN SA/0 SOILS REPORT. SPEC/Al NOTES I. REVISION OF !HES£ PLANS MA Y BE REQUIRED IF THE PROPOSED IMPROVEI.IENTS ARE NOT CONSTR/JCTEO PRl/'Y? TO THE OEAOLIN£ DA TE OF THE IMPROVEMENT AGRE£!.(£NT. 2. THE EXISTENCE ANO LOCA 7/0N OF UTILITY STR/JCTVRES AND FAC/l/7/ES SHOr.N ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A TTENT/ON IS CALLEO TO THE POSS/Bl£ EXISTENCE OF OTHER /17/LITY FACILITIES OR S7RUCT/.IR£S NOT SHOW. OR IN A LOCATION DIFFERENT FRO/,/ THAT SHOHl'I ON THE PLANS. THE CONTRACT/'Y? IS REQUIREO TO TAKE 0//£ PRECAUTIONARY MEAS/IRES TO PROTECT THE UT/LIT/ES SHOr.N ON THE PLANS AND ANY OTHER EXISTING FACILIT/ES OR STR/JCT/.IRES NOT SHOl+N. LANP POST SPEC/RCA 7/0NS: Srrt.£: SARA TOCA ] HDGHT.· 12'-9. 75'± UGHT CENTER.· U'-4.5'± BAS£: 16'± OCTAGONAL LUl,(INAIR£ SPEC/flCA llQNS: ST'tl.£: SARA TOGA HEIGHT: 38":i: llfOTH: 19'± MA Tm/Al: CAST IRON llflH SlEEI. ROOS IIA T£R/Al: I PIECE, HEA l,f" WALL CAST IRON, PER GLOBEft'ANElS.· ct.EAR OR FROSTllJ ACRrt.lC C'I/JNOER ltl!ITE POI.. YCARBONA TE CANOPY RN/SH: FlNISH PAINT A. S. T.11. A 48-83 CLASS JO RN/SH: IRON OX/OE REO -PRIii£ PAINT ACCESS OOOR: LOCATEO IN BAS£ ANCHOR BOLTS: (4) 0. 7:5' x 24' + J' HOOK (fllll Y CAL VANIZ£0) WATTAGE/I.AMPING.· IIERC/JRY VAPOR (100 OR 175 WATT) HIGH PRESS/IRE SOOI/JM (70, 100. OR 150 WA Tt) METAL HAL/OE (175 WA rt) BOLT PRO.!£C7/0N.· J' REQUIRED ABOl.f" FO/JNDA 7/0N BOLT CIRCLE: 9":i: DIAMETER NOTES; I. S££ £LECTRICAL ORAllfNGS FOR LUM/NA/RE SPEC/RCA 7/0NS 2. /JS£ MAN/JFACT/.IRES RECOIIIIENOA 7/0NS FOR PO/..E BASE/FOOTING OETAIL 16":i: (OCT.) ANCHOR BQl T DETAIL PRIVATE STREET LICHT DETAIL NOT TO SCALE INCANOESCEN T OISTR/8/JT/ON.· S'rl.(!.(£TR/C AS'll,fUETRIC /!a TA~· 120, 208, 2,1(), 277 OR 480 OPTIONS: METAL CANOPY AVAILABLE 8-1' ~,f---------------"-'--------------- ~,f---",o"-'---+-----"32._· ____ --1-----"'°------+---'-"---32' 10' 4,5' 5' r PROPOSED I V CONCRETE SIDEWALK PER 41-1-5 EXIST/NC 6' Cl/RB ,t GUTTER I EXISTING AC PAVEMENT SECTION ----i1;~2liii!ml 2x -lt=-==== 2X ' -2.f __ di-T ,,,_ = = = -=;g TYPICAL SECTION: LA COSTA A VE. NO PARK/NC SIGN (TYP.) NOT TO SCALE 118.0 28.5' ~1-----------""'"----------~~ ~ ~ ¼ 12' 12' 4' ~ 1-----"'------~l-----'-"---~+----'----j~ ~ ~ (Si ~ 0.5' (1,0' ON '-ROLLED CURB) 4' AC PAVEMENT Ollf"R- 6" APPROVED BASE 1£/il. 2% - I rCRO~ LINE l l!:Z SI- '110.17' " -2% LINE -_ ~/, //,-;'/,, />,//,// ///l ,',','///,-/'.,'r"// .. /,//.//,',. -,·1 --05' (T'rP) ~ GRADE TO THIS LINE C/JRB & GUTTER 2% -, ROLLED C/JRB ANO GUTTER PCC SIDEWALK FOR ENTRANCE (TYP.) ~ <::i <>: TYPICAL SECTION: CAMINO ABIERTO (PvT) NOTHJSCAL£ T.t 5.0 JIIN SEClltl'I: 4• AC/-1" a. 2 BASE 1lflJE;. FINAi. SEClTON TO BE IJ£7FJWIN£D FR'1I F1EI.D SOLS TEST. .J. o· 1 ---/c __ -1• AC PAVEIIENT 1/2' OIPk ,_ t-~ Ft" ·· .· ~J1---=--... _. '"-'-...'-'-...-,,...:---· 'f . " . 1.5' 6' AGGRECA TE BAS£ DETAIL -.HIBDON Clf1TER N(JT TO SCA/.£ 2' lblX 7..,--r, \__ - ~-flNISH GRADE AT BACK OF _,,t) / RETAINING WALL ,\ w--· /" ,,,,:<; (2;"( ~"""'~~Ii-<J.-oP J(l- ,1• /-11 i_-i ' PROPOS£O RETAINIIKf' J' WAL1. (NON-PLANTABI.E}, l. PER SEPARATE PERMIT. + \ "' , ___ ,,__..,,_ J'CONCRETE TI= ll ~ DECORATIVE 1YALL : TYPICAL ORA/NACE OffCH I 8/JILOING B FF=20.0 I 6' CONCRETE CIJRB (T'IPE G-1) ...J!- I l I NOT TO SCAl.£ to' l ll---------7_,,-6• CONCRETE LINED i' I' --1 ORA/NAG£ CHANNEL I 1/ JJ_. i (SEE' :::.A~IS PAGE) ll-----1 I l PROPO$ED RETAIN/NC WALL (NON-PLANTABLE}, PER SEPARATE PERlilT. SECTION 11-A" NOT TO SCAl.£ l 17 £LEV. -#3.4 ~I SECTION "B-B" NOT TO SCAL£ ~TA TEO SWALE (T'tP.) 6' CONCRETE CURB (T'tPE G-2) 2X -CAUINO ABIERTO SECTION "c-c" NOT TO SCAL£ <-t' ~41 , .J.O' ~v-"'--'tj--., -.:.I_--,- ~ . ~ 2% l,llN I , --- > . 11,..,-.. .--.. , "" "' ~ ' . ~/ EXPOSEO KRC ROCK, SIERRA BO/Jl0£R OR £()(JAL, 8/JRIEO 50X IN AIR PLACEO CONCRETE 0-75 CONCRETE tt COBBLE S1YALE N(JT TO SCA/.£ ~ CITY OF CARLSBAD I SHE7ETS I l---+---+-----------------+---1-----+---+----I ~ ENGINEERING DEPARTMENT 1----,1---+----------------1-----+--+---,---l Civil Engineering Planning Processing Surveying ' DESIGNED BY: T.T.C. DATE: FEB. 2004 "AS-BUILT DRAWN BY: .,P:,i;.E..i:F,~--SCALE: ___ _ PROJECT MGR.· J,P.S. JOB NO.: 02-1040 1-----------------1 P.E. EXP. ___ _ ENGi I(~ )AORK REVIEWED BY: J{/ ~J'. , ... ."'.,<,/ DATE:11•17•04-' ______ _ JOHN P. SlROHMINGER U RCE: 55187 INSPECTOR " DATE DATE BENCHMARK: DESCRIPTION: STANOARO M-10 STREIT CENTERl.lNE 'Ell UONIJIIENT LOCA T/ON· CENTERt.lNE OF El CAMINO REAL AT ENCINEER's STA 7/0N 4.54+92 PER R.S 1800-1 RECORDED: COUNTY BENCH LEV£LS (Na CO/JNTY VERT. CONTROi.. DA TA) ELEVA T/ON: 68.479 DA Tl.Ill.· /J.S.C. ,t G.S. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL GHAOINC PLANS FOR: LA COSTA FAIRWA rs APPROVED 9• LLOYD 8. HUBBS /44-.sf'~ ~-a-' iREsiz --05 CllY ENGINEER DWN BY:~-- CHKD BY: ...,_ti,..Y~ RVWD BY: JLR PROJECT NO. C.T. 02-27 ,~;: \jo)s\20C2\0?Hl4il\0240~02.dwg Oct 0':1, )JC4 3· 3':',Yn ,:rf'fs· 0240C DRAWING NO. 414-SA .s::i,. -..... .s::i,. 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DATE: FEB. 2004 "AS-BUILT DRAWN BY:~P-,E,F-, ___ SCALE: ____ _ PROJECT MGR.· JP,S. JOB NO.: 02-1040 t-------------------j P.E. EXP,, ____ _ REVIEWED BY: DATE: 1·(7•o4-_______ _ RCE: 55187 INSPECTOR FF . UHSCUl~Lci FF J7.8fl . FF 37.80 I , .f. I -, t \ / / • Tee DliSCl.Rtf.1 -$--r£»St stllrR ___ · .... ·=/o -8--'.·_-_··· ~~ -~--~--17-,,· . '. ,-. . •.· . ----........ ---··· ···-··---· --~"- I l • I I I --:••·-'-•'"'~-·"·~"f{)·---·-· ,., •• br_:1 rTI SEE stCT!ON ON SHEET 2 ..··· .. · 7W. -3-?2 IJ,.i~ . 1 28,3 BW I . I1-l'"l'if 'j ,1 • I APN 2f6-8f0--f2 SEE SECT!ON ON SHEET 2 . • _;./ I ~0- ENO Pll!J!.IC /AIP. PER 41-1-5 8crn1 / co ' ' ' . ' i I t--- '. =[) tJ5 o· 20' ---10 40' SCALE: 1• = 20' I 20% I I DETAIL fl SCALE: 1" = 10' DETAIL /2 SCALE: 1 • = 10' 5 CONCRETE STEf'S PER 1.1-26 PERS£PARAJE P£RIIIT) ./ NOTE f.l £LECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 1-FRllCAL SUR'.£Y CONTROi. [: I I SHJEET I CITY OF CARLSBAD I SHE7ETS I ~=====~=====~=================================j=====j=====t=====t====j ENGINEER! NG DEPARTMENT ,, DATE DATE BENCHMARK: O£SCR!PllON: STANOARO 1.1-10 ST!?EIT CENTERLINE MU I.IONUI.IENT l OCA llON: CENlERUNE OF £l CAJIINO R£Al AT ENGINEER'S STA TlON .f.54-1-92 PER R.S 1800-1 R£CORDED: COUNTY BENCH IEVELS (NO. COUNTY 'ERT. CONTROL DATA} FlEVAllON· 68.479 OATlJI.I: 1/.S.C. &-6:S. DATE INITIAL DATE INmAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL GIWJING !'WIS FUR: LA COSTA FAIRWA rs APPROVED Sr LLOYD 8. HUBBS RCE 23889 E "~'!!.,- DWN BY: PROJECT NO DRAWING NO. DATE INITIAL CHKD BY· &¥; C. T. 02-27 414-SA CITY APPROVAL RVWD BY: ryLR G, \jobs\2002\021040\0240G03.dwg Oct 12, 20D4 11'41om Xrefs; 0240G; D24DSTR; 0240TP01; 0240GRD; 0240UTL; 02407UTL; 0240bmap c:.,,, 2. ....., 0 ~ (i) .a:::.. -.a:::.. I 0, )> , I I. I I I -l ·r I I I I 1,, ,,,J ---1 ' "~ I I I I "' +~ 8 .. ,, '\ STA 1+42.1Jll, I I t I ©2004 0'Day Consultants, Inc. 1 I u 0 2710 Loker Avenue West Suite 100 Corlsbod, Califo..-nio 92008 760-931-7700 Fox· 760-931-8680 v n U.1 CJ 2 ' ;,,,,,,_"-'-""'' ,,1, ,,;. .. i,,:1,,· ' ' ( ~~•oJ· h,,;:,,...,i,;l;~ r I 7 x t,_, ,1 '" C'tj lr DESIGNED BY: T.T.C, DATE: FEB. 2004 DRAWN BY: _1P:,.E,i;.,:,F,~--SCALE: ----- PROJECT MGR.: J.P.S. JOB NO.: 02-1040 ; 1i 3 X "AS-BUILT f-----------------1 P.E, EXP, ___ _ Civil Engineering Planning Processing Surveying REVIEWED BY: DATE:ll• 17·o4--------- RCE: 55187 INSPECTOR ,, DATE DATE I ' 1 CENTERLINE O.A T.A @o) DELTA/BEARING 1 N IH'52'59" £ 2 L,. = 18'27'51" o· I 10' 20' SCALE: , • -20· BENCHMARK: RADIUS .lmOO 40' i I • DESCRIPTION: STANOANO M-10 SlNEET CEN7ERUN£ /lfll MONIJM£NT LOCATION· CEN7ERlJN£ OF El CAMINO NEAL AT £NCJNEIR's STATION -IM+92 PER R.S 1800-1 RECORDEO: COIJNlY BENCH l.£11EI.S {NO. COUNlY !£RT. 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I 58 N00'22'o7"W 18.00 I 59 N89:J7'5J"E 11.50 2 60 N89:J7'5J"E J.50 2 61 N00'22'07"W 11.92 2 62 t::.=.90WW" 2.00 J./-1' 2 6J N89:J7'5J"E l.76 2 6,/ 6 =88TJ!J'07" J.08' 1 65 N01'28',f8"£ 1.11 1 66 N01'28',f8"£ 6.,/ 1 67 6 =91'50'5.J" J.21' 1 68 N89:J7'5J"£ 20.:U 1 69 e,. =BBw'or 00 J.08' 1 70 N01'28',f8"£ 5.81 1 71 N01'28',f8"£ 6.01 I 72 L,. =89'50'#1" 2.00 J.U' 1 7J N88'21'M"W 10.21 I 7,1 L,. =.90'0!J'20" 2.00 3.15' 1 75 N01'28',f8"£ 6./H I 76 N01'28',/8"£ 6.00 **REMARKS J8 L>. =.90WW" 2.00 l-"3"9'---+~N00~'22'ifj'"•IY----¼-=~,-=~-l-''-'~---l--=-== J. 1,/' 2 77 L>. =.90W'OO" J.f,f' I = 6" TYPE 'G-1' Cl/RB 6.00 I 78 N88'31'14"W 6.6,/ 2 = 6" TYPE 'G-2' ct/H8 it GIJTTER J = 6" TYP£ t'' ROi1EO Cl/RB it 61/TTER I s,ETI CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT GHAIJING PLANS FDR: LA COSTA FAIRWAYS APPROVED 6'f' LLOYD B. HUBBS 4 ~ 11(~~-")f-.. ',(_ ~_,.. RcE 235e9p~frs121-os c1TY ENGINEER TE OWN BY: PRD,IECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~~~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 02-27 ,f.f,f.-5A G. \j<Jb::\20D2\J21010\J2·1JCCH.uwy Nov 16, 2001 2. J1)prr Xrefs. U/4UG; O:t~U~IR, 0:2-1:Jll-'·:J1, '.)L4DUU, CL4CU L, OL4-'.JIUIL., C'.J40(;.>f-10; 0/40bF1'1JJ; C14C7,;lr •• I 2 2 2 I I 2 2 2 I I 2 I 2 2 I I I I I I I I 1 I I I I I I I I 1 1 I 1 I I 1 ..... ,.,.-.; m C0 () cc .D C7 0 C (T,' U1 0 C ;iJ l'l CJ _,.-_,., ' I I I I I J I ll>f~--c--r I ! I I I ,-.... :::i:.. I J,;: ~ I"· I V) ~ I :::i:.. I .. ~ r s::" I l'l) I ' -,Zs I I I I ~ESS/ l• STRO ~ ~ No. ctl511!7 EXP. 8/3l>/ CfVI\. ©2004 0'Day Consultants, Inc. \ . 1 +1 •..• !·· . l· .. ; •.• + .sl:t4llj .. 1 / ,i ' 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 fo){: 760-931-8680 Civil Engineering Planning Processing Surveying 2 !,--"i· ";1 ' I . ' .. l i DESIGNED BY: T.T.C. DATE: FEB. 2004 DRAWN BY: ~P~.E.-F~----SCALE: ____ _ PROJECT MGR.· J.P.S. JOB NO.: 02-1040 C) C .u C7 0 t------------------1 P.E. IJJ (f; () C 7 Cl co ' 1 ~ ~ ' ,,"', (SJ "AS-BUILT " EXP .. ____ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: OESCRIPT/ON STANOARO 11-10 STREET CENlERUN£ IIUl IIONlJIIENT LOCA 1/0N· CENlERUN£ (T El CAl,f/NO REAL AT ENCIN££R's STAllON ,15.#+92 PER N.S 1800-1 RECORDED: COIJNTY BENCH l.EVll.S (NO. COIJNTY IET?T. CONTROi. OA TA) £l£VAT/ON· 68.-1-19 OATIIII: 11.S.C. d' GS. / I I I / ;1\ I I t I DATE ENGINEER INITIAL OF WORK .. ~ .. · .... ~· :i .... j.;:.. +· .:1ra1 1 :{ ..... ,. ...... , .... ,,:, .... ,, ... ,., ....• , .... . .... 'i" 1" ···+-.. ~---t~·-·~_t ·-•} ' ; 1 PR/VAT£ STORM DRAIN DATA NO DELTA/BEARING 1 N 657911" £ 2 N 21'.J9'l-l-' £ J t.•15WJ'.J2" I N 05'58'-I-J" £ 5 N 21WJ'-l-9" W 6 NJJ11'-l-rw o· '20' ----10· 40' SCALE: 1 • = 20' RADIUS LENGTH 6a19' J-1-.18' 50.00' 1J.68' .15,J2' .J.1..57' 20.80' REMARKS ,a· N.C.P. • • • • • • 12· P. v.c. 10· P. v.c. NOTE: INLET Rl.ERS TV 8£ 'BIO-CLEAN' rrP£ B (PART NIJl,(8£R C/8--1-}, ~ £OIi/VALENT. NOTE!! ELECTRONIC DATA RlES AR£ F~ R£FFR£NCE ONLY ANO AR£ NOT TV 8£ USED FOR HORIZONTAL ~ vERllCAL SURVEY CONTROi. I SSET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT STORIIIJIWN PWIS RJli: LA COSTA FAINWAYS APPROVEDOY LLOYD B. HUBBS A~ c-W' ~; Q ·,ii; RC~ 23889 -PIRES q-31-05 ➔t;y .. s CITY ENGINEER ~ DTE OWN BY: DATE INITIAL DATE INIT!AL CHKD BY:~ PROJECT NO. DRAWING NO REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JLB C.T. 02-21 414-5A G: \jobs\2002\021040\0240G05.dwg Nov 16, 2004 2: 40pm Xcefs: 0240G; 024-0STR; 0240TP01; 0240GRO; 0240Ull; 02407UTL; 0240GPRO; 0240bmop 0, 0 --.J .a::. I 0, )> EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARKj CARP£N]ER AT 619-520-9557. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MAD£ AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACIUTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN /S EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 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 TH£ CITY ENGINEER DUE TO UNCOMPLITE:D GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE:. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PRE:VENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDE:D WATERS CREATE: A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMITE:R MUST DRAJN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. All REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAJN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE:. 11. SHOULD GERM/NATION OF HYDROS££D£D SLOPES FAIL TO PROVIDE: EFFECTIVE: COVERAGE: OF GRADED SLOPES (90% COVERAGE:) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PE:RMANENT AND TEMPORARY £ROS/ON CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSE:E:DING SHALL BE APPLIED TO: B. C, 1. All SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AR£: a. THREE FEET OR MORE IN HEIGHT AND AOJAC[NT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEM£NTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS /MME:D/A TE TREATMENT. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITE:RIA: 1. ALL SLOPE:S THAT AR£ GRADED 6:1 OR STE:£P£R AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEE:DING. 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 TH£ PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN TH£ MOISTURE LE:VEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDE:D GROWTH. HYDROSITDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO F£SCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROS££D£D /S NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATE:D WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH 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 CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATE:RIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE:, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROS££DING BY: 1. ROUGHENING THE SURFACE: TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STE:EPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLITE:O AND ALL BONDS RELEASED. ©2004 O'Day Consultants, Inc. CONSTRUCTION SITE ENTRANCES SHALL B£ PER CALIFORNIA STORMWATER Blt/P HANDBOOK, STANDARD TC-1 (WWW.CABMPHANDBOOKS.CO!tl), COPY ATTACHED, MODIFIED AS FOLLOWS: • METAL SHAKER PLATES WILL BE REQUIRED AT ALL LOCATIONS UNLESS SPECIFICALLY WAIVED BY THE ENGINEERING INSPECTOR DUE TO SITE CONSTRAINTS. • THE ROCK SIZE SHALL BE 2• MINUS. • A FENCE, BARRICADE OR OTHER D£VICE APPROVED BY THE ENGINEERING INSPECTOR SHALL BE USED TO RES7RICT CONS7RUCTION TRAFFIC TO THE CONSTRUCTION ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 Cit/) TRENCH UPSLOPE FRO/ti AND ALONG THE LINE OF POSTS. -------------~ / ---· ~~ -c ~fl~~u J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE ANO EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE FILL SLOPE It/IN. 2 FT (D. 6 !ti) EARTHEN RIDGE AS SHOWN UNLINED SWALE & BERM WIRE SCREEN FILTERED WATER GRAVEL FILTER -'"'~ •, "" RUNOFF 1 1 III,,llJ,-111_1_11,i-11_111 11 ~ 11 ':c•· WATER WITH .I 11 I 111_1 I 1_: 11 1_1]1 I I ::' Ii' 11 I • • DROP INLET WITH GRATE SEDIMENT '' _ 11-ll=II ,=I I=!• FLOW .,,,= II II ' SEDIMENT CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN GRAVEL BAGS OVERLAP ONTO CURB 3 FT (0.9 M) MIN. RUNOFF 0 0 0 0 0 0 0 0 0 GAP BETWEEN BAGS ACTS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 4"-6' LOGS 24" LOG CHECK DAM 6 IN (15 CM) 24 IN (61 CM) (A) j COARSE AGGRE~=ATE f FLOW --24 IN (61 CM) 9 j (B) L=DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION GRAVEL CHECK DAM .SZOPE VARIES ,- FIBER ROLL 4" MIN. LEGEND DESCRIPTION SYMBQL STABil.IZED CONSTRUCTION ENTRANCE/EXIT (PER CA STORMWATER BMP HANDBOOK, TC-1) GRAVEL BAGS cx:x:x::,cx:x:x QUANTITY 1 EA 80 EA SILT FENCE/FIBER ROLLS -o,----<0>----<0>---0-730 LF 4" MAX 12" MIN li----J/4"x3/4' WOOO STAKES -'---V MAX 4' SPACING HYDROSEED AREA 7,290 SQ.FT VERTICAL SPACING VARIES BETWEEN 8' TO 10' NOT£· INSTALL FIBER ROLL ALONG A LEVEL CONTOUR DATE INITIAL ENGINEER OF WORK LlMITS OF CIEARING & GRADING NOTE: 0(JANTITIES SHOWN HEREON ARE FOR BONO/NG P(IRPOSES ONLY. ACTUAL O(IANTITIES AIAY VARY. SEE DETAIL ABOVE FIBER ROLL REVISION DESCRIPTION C~~TS 2710 Loker Avenue West CI\Jll Engineering S1.1ite 100 Planning Col1eb<1d, California 92008 Proc,essing 760-931-7700 Surveying Fox: 760-931-8680 ' NOT£!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTJCAL SURVEY CONTROL ©2004 O'Day Consultants, Inc. DESIGNED BY: T,T,C. DATE; FEB. 2004 DRAWN BY: P,E,F, SCALE: ,S SHOWN PROJECT MGR: J,e.s. JOB NO.: 02-1040 ENGi ER OF WOR~ ~S1ft,-,. :·: .... ,:?':ATE: 11 ·11•04 ., - JOHN P. STROHMINGER 1r RCE: 55187 ~ARTIIENT APPR "AS BUil T" ~,// IIICIIAEL I. HnJZIIII IIJI, p• G R RCE EXP. DATE )~~ REVIEWED BY: ( RICO l!D BY: / PRINT N.ID) INSPECTOR DATE I SHSET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT EROSION CON7TIOl. Pl.ANS FrJlf: LA COSTA FAIRWAYS APPROVED Br LLOYD 8. HUBBS ..4.4. ~~~11!•"111 RCE 23889--IRES 1~1-05 CITY ENGINEER DWN BY: PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY: ,b' OTHER APPROVAL CITY APPROVAL RVWD BY: JL.e C. T. 02-27 1;. \ ,:,t,s\LDrl:/\C/fl4(1\U240t_;(_)f:i :-:iw,7 ()d t·1\ >~104 .\·41prr Xrr"s: :)/40C ~.h-J,.s-oAfE DRAWING NO. 414-SA .a::.. -..... .a::.. I c,, )> ..... ·-..... --..... -----, ---__ ,,, ·-/ ------------..,,,.----------..,,,.-----------------· .-·---'",- -· / .-/ ' FH .~<-.,, .) v· /6: () JI :< l75 / " 16.2 OF.:SCI IF;'t:D -.,.,.. CJ le NOT£!! ELECTRONIC DATA RLES ARE FOR REITRENCE rM Y ANO ARE NOT TO 8£ /JSEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROi. ©2004 O'Doy Consultants, Inc. ~-STROif4;, ~ ~ ~ ~ No. Cft5187 EXP. 6/3'l/06 C,Vl\.. --~H X J/{)' x ,Jh'. 4 " -( / 7 ,9./~' DESIGNED BY: T.T,C, DRAWN BY: P .E.F, PROJECT MGR.. J.P,S, s 2710 Loker Avenue West Civil Engineering Spa ~la/1 . ' DATE: X 295 I ---/__ [ -A. \ ' FEB. 2004 SCALE: JOB NO.: 02-1040 •~M~ Suite 100 Planning Ca,fabad, California 92008 Processing 760-931-7700 Surv~ying DATE,U, n-tA-f(])(' 760-931-8680 "JOON :iMI~-RCE: 55187 .· I --'.:l . ~ -- .,,',.:,, ::,;.-~, ;-\_ ,,. __ -· •v/ .><'.,>< --·'"''' .. >'. 40 /' ' ' . "-·";•;; P.E. REVIEWED INSPECTOR I I r "AS-BUILT EXP. BY: / ' I lit lit ! 'a> ~4tf? ( ,,..,, - ·, , '. ,.,/ \ < -, s- j --~-~ _,/ 3'o: ;cti1r; -~'"+' .. / ; I LA COSTA A1VE. I ! ' X /8 ,f X 26:J Denn ' -----+-4+----- ------t -----------t " DATE DATE BENCHMARK: DESCRIPTION: STANDARD M-10 S71?££T CENTERLINE ltELL MONUMENT L OCA TION: CENTERLINE OF £l CAMINO REAL AT ENGINEER'S STA l!ON 4541D2 PER R.S 1800-1 RECORDED: COUNTY BENCH LEITTS (NO. COUNTY l,FI/T. CONTROL DATA} ELEVATION: 68.479 DATIJM: U.S.C. &-G.S. -- DATE INITIAL ENGINEER OF WORK i -~--1/1/----_:,: --4 --.,._ ---- REVISION DESCRIPTION - Tee OeSCUREC ---··----+ DATE INITIAL OTHER APPROVAL ---5- NOTE: AREAS FOR STOCKPILE /JSE, VEHIC/.E STORAGE, LOAD/NC ANO UNLOAD/NC, AND/OR EQ/JIPMENT STORAGE TO 8£ DETERMINED 0/JRINC CONSTR/JCllON PHASING BY CONTRACTOR NOTE: NOTE: CONSTR/JCllON SITE M£0!/JM PRIORITY PER THE Cl TY OF CARLSBAD STORM WATER STANDARDS. ALL 2· ! S1. OPES THAT ARE EXPOSED 0/JR!NC THE RAINY SEASON, SHALL BE STA8AL/ZED. o' I 10' 20' SCALE: 1 • = 20' 40' -----'V --v-·------- , S,ET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT £ROS/ON CONTI{(}£ PlNIS RJli: LA COSTA FAIHWAYS APPROVED4Y LLOYD B. HUBBS A <1c~ IA1Y..-r"n;,E ~-4£ RCE 23889 ,__PIRES 12~05 CITY ENGINEER DIIT'E DWN BY: PROJECT NO. DAT£ INITIAL CHKD BY:lr.~ DRAWING NO CITY APPROVAL RVWD 8Y: JI.~ C.T. 02-27 414-SA .;: \1,)x>\/~lU2\L,}1()41J\U2~u;;c,/_dwq (l.c.l 1 ;-20~14 11 4-1orr, ,:rrfs: 02'°-IJG, u:-'4Ulf-'C,J, 02.-JO~RD: :l/11DSTF': :l2407I_ITL: D24DUTL 0240GER8; C:.-'40bmui; -.a::,.. I c,, )>