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HomeMy WebLinkAboutDWG 445-7A; CUP 05-31; BRESSI RANCH FUEL MART; 01-10GRADING NOTES (IN ADDITTON TO THE REQUIREMENTS OF CHAPTER 15.15 OF THE CARLSBAD MUNJCJPAL CODE.) 1. 1HIS PLAN SUPERSEDES ALL 01HER PLANS PR£\40USL Y APPROVED BY TH£ CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS S£T OF PLANS. 2. APPROVAL OF 1HIS PLAN DOES NOT· L£SSEN OR WA/1,f; ANY PORTION OF 1H£ CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONQrTrDNAL APPROVAL, CITY STANDARDS OR 01HER . ADDrTrONAL DOCUM£NTS LISTED HEREON AS 1HEY MAY P£RTA/N TO 1H/S PROJECT. 1H£ ENG/NffR IN RE:SPONSIBLE CHARG£ SHALL RE:VISf 1HE:SE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOCS NOT RE:LIEVE: 1HE DE:Vfl.OPER OR £NG/NEER-0F- WORK FROM RE:SPONS/BJUTY FOR TH£ CORRECTION OF £RRORS AND OM/SSTONS DISCOVERED DURING CONS!RUCTION. ALL PLAN RE:VISIONS SHALL BE: PROMPTl Y SUBMITTED TO TH£ CITY ENG!N££R FOR APPROVAL. 4. A RIGHT-OF-WAY PERIi/iT FROM TH£ CITY ENGINEER ltlLL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT /SSUANCf, A CERTIFICATE OF INSURANCE MUST B£ FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDrTrONAL INSURE:D ON 1HE PERMITTEE:'5 POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURR£NCE OF LIABILITY. THE INSURANCE COMPANY 'Mt/TING TH£ POLJCY MUST HA \IE A RA TING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY 0B£STS" KEY RA TING GU/0£ 5. UNLESS E:XEMPTED BY SEC710N 301.(b)5 OF 1HE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE: PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE: AGENCIE:S. 7. APPROVAL OF THtsE PLAl'IS BY 1HE CITY ENGIN£ER DOCS NOT AUTHORJZE ANY WORK OR GRADING TO BE: P:=JIFORMED UNTIL THE PROPERTY OM-IE:R'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEE:N ISSUED. 8. NO REVISIONS Wl'LL BE MADE TO TH£SE PLANS Wl'THOUT n-1£ WRITTEN APPROVAL OF 11-/E CITY ENGIN££R, NOTED WITHIN THE RE\'!S/ON BLOCK, ON THE APPROPR/A TE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEJNG SIGNED BY TH£ CITY ENGINEER. 10. 1HE ORIGINAL DRAWING SHALL BE R£VISED TO REFI.ECT AS-BUILT CONDITIONS BY THE ENGINfER-OF-WORK PR,OR TO FINAL ACCEPTANCE OF 1H£ WORK BY 11-1£ CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAJNTAINED TO THE PROJECT SITE: AT ALL 1/1,lfS DURING CONSTRUCTION. 12. 'MIERE TRENCHES ARE WITHIN CITY E:ASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHE£T, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES. SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF 1HE STA TE: OF CAUFORNJA, PR/NC/PALLY DOING BUSINE:SS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE: SUBMITTED TO TH£ CITY £NG/NEERING INSPE:CTOR Vol THIN 7WO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. IJ. A SOILS COMPAC110N REPORT Al'ID COMPUANCE VER/FICA TION REGARDING ADHER£NCE TO RECOMME'NDA TIONS OUTLINED IN THE SOILS REPORT JS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CAUFORNIA PR/NCJPALL Y DOING BUSINESS IN THE Fl£W OF APPLIED SOILS MECHANICS. ALL FILL OR FUWR£ FILL AREAS SHALL BE CONS!RUCTE:D W ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPEC/FICA 110NS AND 1H£ " EARTHWORK SPECIFICA110NS " A TTACH£D TO 1H£ PRELIMINARY SOILS INVESTTGATION. DAILY Fl£LD COMPACTION REPORTS WILL 8£ SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRfCQNSJR//C11DN Mff11NG SHAl/ BE t/El D AT lHE Sfif PRIOR TO THE BfGll{NING QF WOR)( AND SHAU RE A UfNDfQ RY All RfPRfSENTA 71\,fS RESPONSIBLE FOR CONSTRUC110N, INSPECTION, SUPERVISION, TESTING AND ALL 01HER ASPECTS OF THE WORK, 1HE CONTRACTOR SHALL REQUEST A PRECONSTRUC710N MEETING BY CALLl,'IG 1HE INSPEC110N LJNE AT (760) 438-3891 AT LEAST FI\IE(5) WORKING DAYS PR/Of< TO STARTING CONSTRUCTION. 1HE CONlRACTOR IIILL THEN BE CONTACTED BY TH£ .'ROJ£CT JNSPECTOR TO COORDINATE A DA TE AND TIME FOR TH£ PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. TH£ GRADING PERMIT WILL BE: PROVIDED BY THE PROJECT INSPE:CTOR AT THE MEE11NG. 15. All fNSPECI)QN FIFQl!ESTS QTHFR THAM FDR PRfCDNSTffilCDQN MffVNG k'4t I Rf MAD£ RY CAI I ING THE E:NGJNEfRING Z<f HDIJR INSffCVQN RfOllfST I INF AT (lllQ) 438=3891. INSPEC1lQN REQUEST Ml/ST Rf R[CEIVED PRIOR TO 2;QQ eM. ON THE DAY BmJRf' n-lE INSPECTION IS ('IEEDED. I/v::PECTIONS MU. BE MADE THE NEXT WORK DAY UNLESS YOU REQUfST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE 5CHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OM-IER AND/~ APPLICANT 1HROUGH THE DEVELOPER AND/OR CON!RACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA1E AND FEDERAL SAFETY AND HEALTH STANDARDS, LA~ AND REGULATIONS. 17. THE CON!RACTOR SHALL CONFORM TO LABOR COD£ SECTION 6 705 BY SUBMlmNG A DE:TAIL PLAN TO THE CITY ENGINEER AND/OR CONCE:RNED AGENCY SHOWING THE DES/GI'! OF SHORING, BRACING SLOPING OR OTH£R PROVISIONS TO BE MADE at-· WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TR£NCH OR TRENCH£S OR DURING THE PIP£ INSTALLA110N THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHfS FI\IE FEET (5') OR MOR£ IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM 1HE SHORING sysm., STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TIT!.£ If CALIFORNIA ADMINIS1RAT1\£ CODE, IHE PLAN SHALL BE PREPARED BY A RE'GfSIEREQ ENG/NfER AT 1HE CON7RACTORS [)/PENSE, A COPY OF THE OSHA EXCAVA 110N PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLA511NG P£RMIT WELL IN ADVANCE OF THE SCH£DULING OF BLASTING OPERA 710NS. 19. IF ANY ARCl!AEOLOG/CAL RESOURCES ARE DISCOVERED 'M1HIN ANY WORK AREA DURING CONS1RUC110N, OPERATIONS WILL CEASf IMMED/ATfL)'. AND THE PERMITTIT WILL NOTIFY TH£ CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TTEE HAS RECE:IW 'M?tTTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THE:RETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF lRUCl<S, EARTHMOVING E:QUIPMENT, CONSTRUCTION EQUIPM£NT AND ANY OTHER ASSOCIATED GRAD/NG EQUIPMENT SHALL BE LIMl1£D TO THE PERIOD BETW££N 7:00 A.Ill. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EAR1HMOWNG OR GRADING OPERA110NS SHALL B£ CONDUCTED ON WEEKE:NDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAJLABLE AT TH£ ENG!NEE:RING DEPARTMENT COUNTER.) 21. ALL OFT SIT( HAUL ROUTrS S/-1AU BE SUBMITTED BY 1HE CONTRACTOR TO THE; CITY ENG1N£ER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. JMPORT MATERIAL SHALL BE OBTAIN£D FROM, AND WASTE: MATERIAL SHAU BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CDNlRACTQR SHA/ L B£ R£SPONSJBLf FOR ANY D£BRIS OR DAMAGE: OCCURRING ALONG 1HE HAUL ROUTES OR ADJACENT STR££TS AS A R£SLJL T OF THE GRADING OPERA TTON, 2J. BRUSH SHALL BE R£MOVED ONLY WITHIN THE AREA TO BE GRADED, NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTE:D ON THE PLAN. 24. ,;:.1 AREAS SHALL BE: GRADED TO DRAIN. GRADING RESLJL 11NG IN 11-/C: PONDING OF WATER IS NOT PE:RMITTED. ALL EARTHEN SWALES AND DITCHfS SHALL HA VE A MINIMUM ONE PERC£NT SI.OP£ 75. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. E:ROS/ON CONTROL SHALL BE AS SHOr.,,/ AND AS APPROVED BY THE CITY ENGINEE:R OR AS DIRECTE:D BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE !RIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SfC710N. Tr/E SITE: SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR 01HER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINE£R. 27. ALL SLOPES SHALL BE iRRIGA mJ, STABILIZED, PLANll:JJ AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF 1'-1[ TIME WHEN £ACI! SI.OPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVE£ GRAD/l'IG PLANS. 28. LANDSCAPING SHALL BE ACCOMl'LISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, 1HE LANDSCAPING PLANS FOR THIS PRO.ECT, DRAWINGS NO. 4:45=7L , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE O'M>IER/APPUCANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINA 1F THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND ,RR/GA TION PLANS AND TH£ IMPROVEMENT PLANS AS REQUIR£0 FOR THIS WORK IN ACCORDANCE Wl1H THE LANDSCAPE MANUAL TIME: R£QU/REM£NTS. JO. STORM DRAIN PIPE SHALL BE REJNFORCED CONCRETE PIPE WITH A MIN//,(IJIJ D-LOAI) OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE unLIZED PROVIDED DEPTH IS LESS n-lAN 15 FEET AND BACKFILLED WITH J/4" ROCK PE:R SDRSD 5-4 Tl'PE "C" AND PIPE MEE7S ASTM STANDARD 3034 FOR SDR J5 SOLID WALL PIP£ 31. WHERE AN EXISTING PIPE LIN£ IS TO BE ABANDONED AS A RESULT OF TH[ GRADING OPERATION, IT SHALL BE: REMOVED WITHIN TWE:NTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTrlER AREAS TH£ PIP£ WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXIS11NG FACILITIES ( ABOVE GROUND AND UNDER GROUND } WITHIN THE PROJECT Sl1F SUFFICIENTl Y AHEAD OF GRADING TO PERMIT 1HE RE\ASION OF 1H£ GRADING PLANS IF IT IS FOUND THAT THE ACWAL LOCATIONS ARE IN CONFUCT WITH THE PROPOSED VtVRK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACIL/11ES AND SHALL COORDINATE THE WORK v.11H A COMPANY REPRESEN!A 11VE. UNDERGROUND SERVICE ALERT (800122-41.JJ SDG&E ( BOO 660-7343 PACIFIC BELL (BOO 892-0123 ADELPHIA CABLE COMMUN/CATIONS (760 B-7741 COX COMMUN/CA 710NS (760 1306-9809 CITY OF CARLSBAD(STRE:ETS & STORM DRAIN) · {,760[434-2980 "CITY OF CARLSBAIXSEWER, WATER & R£CLAIMED WA /ER) 760 438-2722 'SAN DIEGU/TO WA TfR DISTRICT 760 633-2650 '!.E:UCADIA COUNTY WA TE:R DISTRICT (760).753-0155 "VALLECITOS WATER DISTRICT (760)744-0460 -at./VENHAIN WATER DISTRICT (760).753-6466 'BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPRIATE: .J4. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CON!R GRADIN -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL AD VICE; OBSERVE AND CONTROi. 11-/E WORI< IN PROGR£SS 15, 16.120A.8 CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRAD/NG PFR/JIT -1HE FOLLOWING RE:PORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR 1S.16, 120A.10 CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY S'JPER,1S,NG GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED , IN CONFORMANCE: WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINE:ERING DEPAR1MEN1). (2) AS-BU/LT GRAD/NG PLAN. (3) REPORT FROM THE SOILS [NG/NEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC111ES, A STATEM£NT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TE:STS. THE REPORT SHALL ALSO INCLUDE: A STATEMENT BY TH£ SOILS E:NG/NEER THAT 1HE GRADING WAS DONE IN ACCORDANCE WITH Tr/E REQUIREMENTS AND R£COMME:NDA 710N5 OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTE:R THE CITY f.NG/NEER'S APPROVAL. THESE PLANS MAY BE REOUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCH[CK FEES Will BE REQUIRED FOR ANY SUCH RECHECK. .J6. Tr/£ SOILS REPORT TI1LED GEOTECHNICAL UPDATE EVALUA 110N (Prok No. 971009-042) , PREPARED BY LEIGI-ITON AND ASSOCIATES, INC. • DATED DE:CEMBER 22. 2005, REWSED MARCH 28, 2007 SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE MTH THE RECOMMENDATIONS AND SPEC/FICA TIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENG/NffR OF WORK FOR THIS PROJECT, THAT I HA VE E:XERCISED RESPONSIBLE CHARGE OVER TH£ DESIGN OF THE PROJECT AS DEFINED IN SECTION 670.J OF 11-/E BUSINESS AND PROFESSIONS COD£, AND THAT THE DESIGN IS CONSISTENT Wl'TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME, AS £NG/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJ£CT DESIGN. FIRM: BARGHAUSEN CONSUL TING ENGINffRS, INC, ADDRESS: 18215 72ND A\£ S, CITY, STA 7t:;KfNT, WASHINGTON 98032 TELEPHONE:: !Ji:};251 6222 BY: _,y r"-C.,..... OA1F: 1 · Z. 7 '1:::,7 (HAL P. GRUBB) R.C.E:. NO.:.....,,_B,.,781..!.142-___________ _ REG/STRA TION EXP/RATION DA TE: _,:.06::,:/c..::Jc::.O/i<..:0::..:7 ____ _ SOILS ENGINEER'S CERTIFICATE /, W,/1,.,,.., 6 · CJ/_,_, , A REGISTERED CIVIL ENGINEER OF TH£ STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVAL£NT WITHIN THIS SIJL.WAS MAD£ BY ME OR UNDER MY DIRECTION. BETWEEN THE DA TES OF U-.-_.._ , 2-s-AND M_~~ , ~. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY.WITH MY RECOMMENDATTONS. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINE£R. SIGNED: vLLJ.&I ~fcS-, %' '( \'-'"" -'-'• , -~--- ,.,0 ,1--i,\ D. 6 · ·,,, \ ~r-1 N, .. 45283 <u'i_)~ ·_ ~ fap_ ,/.z•/o■ . ~c,; • ~ .' ~ ') r .,·t ' ,.fl/!l .,,., ; ... .~ ' ,.~ ('."-11_\~r:> / ----- RCE NO.: DATE: '3·21-D7 LICENSE EXP/RA 110N OA TE: ' OWNER'S CERTIFICATE I ( ~ J HE:REBY C£RTTFY THAT A REGISTERED SOILS ENGINEER OR GEOLOG/~T HAS BEEN OR WILL BE R£TAINED TO SUPERVISE 0\/ER-ALL GRADING ACTIVITY AND ADVISE ON TH£ COMPACTION AND STABILITY OF 71-IIS SITE. :/.y.o<;.µ,,ti'k a. g.ail NAME ' DATE GRADING PLANS FOR= BRESSI RANCH FUEL MART CUP 05-31 0 ,\ \ ' \ \ '· \ SITE MAP CITY OF OCEANSIDE HIGHWAY l& \-.\' NNON \' \ \\\~~~1"'? 0 SCALE:: 1 "=60' HOT 70 SCALE CITY or VISTA Y OF ;.{}T 2tJ \\\ '.-"'-.,/ N MARCOS \ PACIFIC \ 1 !v~":'t~~jiw]v~, OCEAN , 1 \ \ , . a \\ \ \ \\ \ I \ CITY OF ENCINITAS VICINITY MAP NOT TO SCALE / / / WORK TO EE DONE 1HE GRADING WORK SHALL CONSJST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING. DRAINAGE FACJL/11E5, £ROS/ON CON!ROL FACJLIT1£S, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BU/LT GEOLOGIC MAPS AND REPORTS. ALL AS SHOM-1 OR REQUIRED ON Tfi/S SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE P£RFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT' AT THE TIME OF CONSTRUCTION, AS DIRECTED BY 11-/E CITY £NG/NEER. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 6121 DA TED JiJNE 21, 2006 5. THE STANDARD SPECIF/CATIONS FOR PUBLJC WORKS CONSTRUCTION (GREEN BOOK). B. SOILS REPORT AND RE:COMMENDAnONs BY LEIGHTON AND ASSOCIATES, INC DA mJ DECEMBER 22, 2005. REVISED MARCH 2B, 2007 7. THE SAN DIEGO R£GIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMf.NT PERMIT CONDITIONS DATED~M~tA~--------- 9. ENVIRONME:NTAL APPROVAL DOCUMENTS DA TED (N/A) 10. STORM WA 7ER POLLUTION PRE\1£NTION PLAN (SWPPP) PRE:PARED BY BARGHAUSEN CONSUL TING ENGINEERS, INC., WDIDI 9.J7CJ45705, DA TED 2/28/07. 11. STORM WA 1ER MANAGE:MENT PLAN PREPARED BY BARGHAUSEN CONSUL TING ENGINEERS, INC., DA 1FD 2/28/07 LEGEND DESCRIPTION DWG.NO. ASPHALT PAVEMENT I/SHEET 6 6" CONCR£1E: CURB SDRSD G-1 6" CONCRETE CURB & GUTTER SDRSD G-2 CEMENT CONCRETE: (EXCLUDES CANOPY SLAB, !RASH ARPON, ANO CAR WASH APRONS) LANDSCAPING RETAINING WALL LOT LIGHT (PR/VA TE:) PVC SANITARY SEWER WATE:R CURB INLET CATCH BASIN STAJ.L STRIPING CURB RAMP -TYPE D TYPE A STORM CL£ANOLJT CDS 1FCHNOLOGJES SDMH 10" S.D. PIPE 6" S.D. PIPE /DENT/FICA TION SIGN SHEET INDEX Cl COVER SHEET C2 STANDARD NOTES CJ SITE PLAN C4 UTIUTY PLAN L4 (SEPARA 1F PERMIT) 1/SHEET 8 SDRSD D-2 JENSEN Dl242448 SDRSD/G-31 & G-J2 SDRSD D-9 PMSLJ 20_15_4 (SEPARATE: PE:RMIT) C5 PRECISE GRADING AND DRAINAGE PLAN C6 CONSTRUCTION OET AILS C7 CONS!RUCTION DIT AILS CB CONSTRUC110N DITA/LS C9 TEMPORARY EROSION/SEDIMENT CONTROL PLM CIO TEMPORARY EROSION CONTROL NOTE:S AND DETAILS SYMBOL CJl!t ss ---w--- 11._gl u ■ ~~ lfil 6) QUANTITY 13060 SF 650 LF 65 LF 4500 SF 16000 SF 1800 SF J EA SINGLE:// tA DBL 380 LF 37~ LF 1 EA 2 EA 350 LF 5 EA 1 EA 1 EA 235 LF 80 LF 2 EA en • " -" "" .. " --;; a, • "'! • " .. ,_ --~ a, ! i i t f ' . -,.. '" • ; " I 2 a, ,~ ,. . ,. I ~ I OWNER/APPLICANT; SITE ADDRESS; EARTHWORK QUANTITIES ~ BRESSI RANCH FUEL MART. LLC. BRE:SSI RANCH FUEL MART, LLC. ATTN: FREDERICK A REED 2740 GATEWAY ROAD BOX 456 P.O. RANC (B5B) HO SANTA FE, CALJFORNIA 92067 756-3106 MR. FRED REED AL DESCll[PTIQN CARLSBAD, CALIFORNIA 92076 14 LEG LOT CARL MAP OF S OF CARLSBAD TRACT CT 00-06 BRESSI RANCH IN THE CITY OF SBAD, COUNTY OF SAN DIEGO, STA TE OF CAUFORN/A, ACCORDING TO THEREOF, NO. 14600 FILED IN TH£ OFFICE OF THE COUNTY RECORDER AN DIEGO COUNTY, MAY 29, 2003. RCE OF TOPOGRAPHY GRAPHY SHO'M/ ON 1HESE PLANS WAS GENERA TED BY FJELD SUR\£Y, MA710N GATHERED ON JiJLY, 2006, BY ACCULINE SURVEY. sou TOPO INFOR TOPO GRAPHY SHOWN HEREON CONFORMS TO NA 110NAL MAP ACCURACY STANDARDS. JECT LOCATION PROJECT IS LOCATED WITHIN PRO THIS 21.J THE 626 ASSESSORS PARCEL NUMBER(S) 121 02 DO CALIFORNIA COORDJNA TE INDEX OF THIS PROJECT IS: -1992 CHMARK BEN DESr; LOCA 1?/PTION: BRASS DISC ON CONCRETE IN A STANDARD SURVEY WELL TJON: WEU. MONUMENl ON INTERSECTION OF EL CAMINO REAL. COUNTY OE SAN CIEGQ SE~C~w-R~ DESIG&IIQ~ ~Q. Blall!l 2aa±a9EC. RECOR ELEVA OED: nON: SAN DIEGO COUNTY VERTICAL BENCHMARK RECORD~ 311.407 DAWM: NcyD 29 CAR~SBAD MUNICIPA.L 1/1/'I i ER DISTRICT v.J#. 6j:t/07 DAVID .~. HAUSER DA ' DATE INITIAL DEPUTY CITY ENGINEER R.C.E. 33081 EXP, 6/30/08 ENGINEER ::,F WCRK RCE JOB No 11749 CUT: .JOO CY IMPORT FILL· 2000 CY . . REVISION DESCRIPTION G, CITY OF CARLSBAD FIRE '( l'. ,,,,,,, DEPARTMENT lft,r.; .::NG\~~ . - REOUIRElolENTS 18215 72ND AVENUE SOU'.': ' - NO.,~ r.H.(s)2. F.FL~~-P.M. OUT or1r.H.(S) KENT, WA 98032 (425)251-6222 PH BLD • SPRINKLED YES O •• FSLOW3x:,al.P.lot. (425)251-8782 FX -"£• V l./(r1/o?-CML ENGINEERING, LAND PLANNING, Flp. MARS I D~TE SURVEYING, EN\IIRONMENTAI. SERVIC,"'J .!e 0 Ll co ::I '1. "' -"' " P~~PARTME~T APPROVAL "AS BUil T" ~/'~ (SIGNIII) nm,L/ /17 P-1 /0. ~ ... ~ Don Ale-<◄ • l'WNING Dll!lt'fOII RCE ~701(:_ fXP. &,-10 · Uf. /'1:~1\;¥1~ DATE / D!TE:Oo/1'7 /0'7 = ~ ISIGNID) REkD BY: :?~-JllCCllll!NDID BY: Lb r\~✓ \}.~n c,,, I 1 ' / /~ ~itfi-f "" ,,., " -• Iii SPECTOR ' ' (PRlliT I( 0 "' -, "' N '-.. ,,, ,l ~ .= ,-.., 1c 0 ::, 0, • " 0 "' I Sf41tET I CITY I SH10TS I OF CARLSBAD ENGINEERING DEPARTMENT .. " - / "' C 'C --C" .~..NG AND EROSION CONTROL PL. ,i:'l FOR: w m ,s 0, BRESSI RANCH FUEL MART C w / "' COVER SHEET ~ " - / A?PROVED Df ~D A;<'t;SER ;/!f,_ -, IJ 6 l: ~'? DEPUTY CITY C:NGINEER PE: 33081 EXPIRES: 6 /JO/OB DA TE 0, 0 0 0 ,c. OWN ~Y: • 'lRAW'NG NO' PROJECT NO. D,ATE INITIAL DAT:'. l~JITIAL CHKD BY: ~$,-.;' I DTHER APPROVAL CITY P .. ~PROVAL RI/ViD BY: ~"/Y. CUP 05-31 445-7A_J "-~ C: --'- ' TENTATIVE MAP CT 00-06 FINAL M.i-.P CT 02-1.S , , I 071307 SEWER NOTES I. SEHER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE' "CARLSBAD MUNICIPAL WATER DISTRICTS SE~R SYSTEM -DESIGN CRITE'RIA, STANDARD DRAWING AND SPE'CIFICATTONS", AND THE' STANDARD SPE'CIFICATTONS. MARCH 199J, AND THE' STANDARD Sl'ECIFICATTONS FOR PUBLIC WORKS CONSTRUCTTON, LA TE'ST E'Dl110N (GRE'EN BOOK). 2. THE' CON1RACTOR SHALL OBTAIN AN E'XCAVA TTON PE'RMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA TTON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE' CONS1RUCTTON SAFETY ORDERS. - J. BE'FORE ANY CONNECTTON TO THE DIS1RICTS EXISTTNG SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE' D1S1RICT. IT MUST BE' SIGNED AND APPROVED BY THE DIS1RICT5 ENGINEER AND SUPERINTE'NDE'NT. 4. BEFORE CONSTRUCTTON BEGINS IN ANY PUBLIC RIGHT OF WAY. A CITY RIGHT OF WAY PERMIT SHALL BE RE'QUIRED. 5. THE CON1RACTOR SHALL NOTTFY THE CITY OF CARLSBAD ENGINEERING INSPE'CTTON 48 HOURS PRIOR TO THE' BE'GINNING OF CONS1RUCTTON. (TELEPHONE' NO. [760) 4J8--J891) WATER NOTES I. WAT£R MAIN AND APPURTENANCES SHALL BE CONSTRUCTE'D IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TE'ST EDl110N). 2. THE CONTRACTOR SHALL OBTAIN AN EXCA VA TTON PERMIT FROM THE DIVISION OF INDUS1RIAL SAFETY BEFORE ANY £XCAVA TTON AND SHALL PROVID£ PROOF OF OSHA NOTTFICA TTON AND SHALL ADHERE TO ALL PROVISIONS OF TH£ STA TE CONSTRUCTTON SAFETY ORDERS. J. BEFORE: ANY CONNE:CTTON OR SHUT DOWN OF VAL V£S ON £XISTTNG C.M. W.D. LINE:S, A PE:RMIT SHALL BE OBTAINED FROM THE' C.M. W.D. OFFICE: AND MUST BE: SIGNED AND APPROVED BY DISTRICT E:NGINE:E:R AND THE UTTL/TY OPERA TTONS' PUBLIC WORKS MANAG£R. 4. A PR£CONSTRUCTTON CONFERENCE MEETTNG SHALL BE H£LD A MINIMUM OF' SEVE'N (7) DAYS BEFOR£ CONS1RUCTTON BE'GINS. CONTACT THE: CITY OF CARLBAD E:NGINE:ERING ENGINE:ERING INSP£CTTON DEPARJMENT -TELEPHONE NO. (780) 4JB-JB91 FOR SCHEDULING. 5. THE CON1RACTOR SHALL NOTTFY THE CITY OF CARLSBAD ENGINEERING INSPECTTON DEPARJMENT 48 HOURS PRIOR TO STARTTNG WORK SO 1HAT INSPECTTON MAY Bf; PROVIDED -TE'LEPHONE: NO. (780) 4JB-J891. ll. NO 1R£ES OR STRUCTIJRES SHALL BE ALL OKED IN THE: WA TE'R LJNE £AS£ME'NT, ALL £XISTTNG IRE£$ AND S1RUCTIJRES SHALL 8£ R£MOV£D PRIOR TO COMMENCEMENT OF WORK -ANY £XCEPTTONS SHALL RE'QUIRE: WRITTE'N PERMISSION FROM THE DEPUTY ENGINEE:R. 7. ALL BURIED COPPER PIPING AND APPURTE'NANC£S SHALL BE: PROTE'CTED BY ME'ANS OF CATHODIC PROTECTTON. IF DEV£LOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTE'CTTON CAN BE' PE:RFORMED IN ANOTHE:R MANNE:R, THE' DE'PUTY E'NGINEER WILL CONSIDE:R AN AL TERNA TTVE: FORM OF PROTECTTON. 8. THE EXACT HORIZONTAL AND V£RTTCAL ALJGNME'NT AND TYPE OF MATERIALS OF THE FIRE: LJNE LOCATED BETKEEN THE DETE'CTOR CHE:CK VAL V£ AND BUILDING SHALL BE: DETERMINE:D BY THE' CITY OF CARLSBAD FIR£ MARSHAL. 9. ALL RE'CLAIME'D WA TE:R MAINS AND APPURTE:NANCE:S SHALL BE CONSTRUCTED IN ACCORDANCE WITH "THE CITY OF CARLSBAD ENGR. STANDARDS VOL. 2 & J FOR THE CONSTRUCTION OF RECLAIMED WA TE:R MAINS". 10. ALL POTABLE AND RECYLCLED WATE:R SERVICES SHALL BE I" AND ALL METE:RS SHALL BE 5/8" (UNLESS OTH£RWISE NOTE:D ON PLANS). 11. ALL WATE:R METE:R BOXES SHALL BE 17"xJO"xl2" POLYMER CONCRETE: AS MANUFACTURED BY ARMORCAST OR EQUAL. 12. MINIMUM SPACING BETWEEN POTABLE WATE:R LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 1J. THE TOP OF WATE:R METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 14. CONSTRUCTION OF WATE:R MAINS AND RECYCLED WATE:R MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA DEPARTMENT OF HEAL TH SERVICES. ~Gtl~(J& ~i:. ~ .,, -~,.·' ' <l'c:, ~... I!,' ~ ,.,,. r ",.,-..~ "•GENG.I,. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 PH (425)251-8782 FX CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES "AS BUil T" ~/'~ /0, I· 08 DATE RCE '78tf EXP. ,.rO,O'! REVIE;.'fED BY: 1 /J / I ,t,f.h,. / J r .f'4A4; /j ;:I{_ 1~ l~S~ECTOR 'DATE 1---t----+-----------+-:::::~:::_:-::~-;:I ;:SH2::;::EE::;:;-::I :::::;C;;:;I~T:;::;Y;:::::::;O::;;;F;:::::::;C:;::::A:::;;;R;;:::;L;:::;;S;:;B;::A:;::::;D;::::;-;;:;S.,....,,r"::;E,:::;::::ET::;::;iS ENGINEERING DEPARlMENT 10 1----l--+-----------------11----+--+---+---I STANDARD NOTES FOR: BRESSI RANCH FUEL MART APPROVlD: D(AVID A. tUSER I I ,uL 'to.,, DEPUTY CITY ENGINEER PE: 33081 EXPIRE"S: 6/30/08 DATE DAT£ INITIAL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: ---,,..,.,,, _ JATE INITIAL DATE INITIAL CHKD BY: 'Z!:>-:$' o-~ER APP'<OVAL CITY APPRO'l.sL RVWD BY: 6W PrWJECT NO. CUP 05-31 DRAWING NO. 445-7A I ' BCE JOB No. 117 49 TENTATl\'E MAP r,T 00-06 FINAL MAP CT C,2-15 CJ) ~ v 0 u I 0 _c N 4- Q) I... X z 0 V) O::' w 0 z ; 11 (l) 0 u (/j 2 <( 0 0) r---- 0 0 N "' r---- N "' n (l) E i- "' (l) +-' 0 0 CJ) ~ v N 0 I 0) 'T r---- / CJ) <.::: I... (l) Q) <.::: en <.::: (l) / CT) 'T r---- / Cf] 0 0 0 / Q_ (I) LL 071307 ------. ~T 77 LL/ JJ 'i tJJ ;4ar:o H1r11 ✓VV 1·-20· 0 10 20 rM ~-- ------ SIT PLAN L 0 <8 .. [1).;~ -~______.:_~----;;•· ~-~--:-;-';-t@~~:::::-s=~ \\~\\\ \ \\\ \ \ 'z\ I''-----{ 9 VENTS/HEALY SITE DEVELOPMENT KEYNOlES: 0 NEW 3686 S.F. CONVENIENCE STORE. SEE BUILDING PLANS. @ LANDSCAPE PLANTER AREA. SEE LANDSCAPE AND IRRIGATION PLANS FOR DETAILS. 0 CEMENT CONCRETE PAVEMENT PER DETAIL 2/SHEET 6. 0 NEW LOT LIGHT PER DETAIL 1 /SHEET 8. SEE STRUCTURAL PLANS FOR LIGHT BASE DETAIL 0 NEW 4" THICK CONCRETE SIDEWAU< (WIDTH AS SPECIFIED DN SITE PLAN). SEE DETAIL 5/SHEET 6. 0 NEW DISPENSER ISLAND CANOPY WITH FOUR DISPENSER PUMP ISLANDS. REFIER TO MECHANICAL AND ARCHITECTURAL PLANS FOR DETAILS. 0 MECHANICAL ROOM. REFER TO ARCHITECTURAL PLANS FOR DETAILS. © NEW (1) DUAL COMPARTMENT 14,000 GALLON UNLEAOED/8,000 GALLON DIESEL AND (1) DUAL COMPARTMENT 12,000 GAL-PREMIUM/10,000 GALLON UNLEADED UNDERGROUND GASOLINE STORAGE TANKS WITH R0NFORCED CONCRETE SLAB PER TANK PLANS TK1-1 TilRU TK 9-1. INSTALL PER "WET HOLE" INSTALLATION SPECIFICATIONS. 0 CONSTRUCT 4'xa' X s· THICK CEMENT CONCRETE PAD FOR NEW VENT RISERS AND HEALY CLEAN AIR SYST0M. SEE TANK PLANS FOR CONCRETE R0NFORCING AND SYSTEM INSTALLATION. ® ACCESSIBLE PARKING STALL w/ POST MOUNTED SIGN, PER TITLE 24 -STATE ACCESSIBILITY REQUIREMENTS, SEE DETAILS 1, 2, AND 3/SHT. 7 @ NEW 5• coNCRETE CURB PER sDRso G-1. Rc.\''-'~e..i ""/~11 2.. soo ® UEII' .'OPl~T F,WE!,!Etff-f'ER-DCTAIL 1,'SIIEE:r 5. ~~• f\'oe,c-~c.•" C,.a---.,.-~ ........ © NEW MONUMENT SIGN (UNDER SEPARATE PERMIT). @ NEW INTEGRAL 3' CONCRETE GUTTER SWALE PER DETAIL 3/SHEET 6. ® PARKING STALL MARKING SHALL BE 4• WIDE WHITE PAINTED STRIPES TO DIMENSIONS SHOWN. STANDARD = 9'x18' (MIN.). ® "NO PARKING" PAVEMENT MARKING USING 4" WIDE WHITE PAINTED STRIPES 0 2' O.C./ 45' ANGLE. @ NEW CAR WASH W/ 1-HOUR WALLS. REFER TO ARCHITECTURAL PLANS FOR DETAILS. ® NEW BICYCLE RACK PER DETAIL 9/SHEET 6. NEW TRASH tl'ICLOSURE W/CONCRETE PAD PER ARCHITECWRAL PLAN. NEW TREWS P0R ARCHITECTURAL PLANS. UNAUTHORIZED VEHICLE SIGN PER DETAIL 4/SHEET 7. 22 SIDEWALK RAMP W/TRUNCATED DOME WARNING STRIP. SEE DETAIL 1/SHEET 7 AND SDRSD G-31. ® CURB HEIGHT TO BE O' FOR WIDTil OF RAMP. ~~9VERRElgl,ff w~~-REf@-fO~R.--W ~ ® CAR WASH RECLAIM. SEE SHEET 4 FOR DETAILS. ~ o,,-,.nf<R SOR G-2. PLANS. & ® 4" CONCRETE SIDEWAU<. REFER TO 7 /SHEET 6 FOR EDGE OF SlDEWAU< DETAIL. ® 35' HIGH F\AG POLE W/LIGHTED BASE. COORDINATE CONCRETE FOOTING AND WAU< DESIGN WITH ARCHITECTURAL PLANS. @ CONCRETE PATIO AREA. COORDINATE DESIGN WITH ARCHITECTURAL PLANS. ® COMBINATION AIR/WATER UNIT WITH BACKFLOW DEVICE PER DETAIL 10/SHT. 6 @ -RITAINIHS \,l,\\l:l PER SlRUe:FblRAI.. Pl:ANS. GOOR91HAlE WALL FOo=FING BESIGN ANB IN~bAllQ►l WR=H SOllb E;NCl►l(;i;A R~OMM91QAll9N5. GEE 6RA91UG Pb61U FQR WAbb Ml;ll;lol+i P-.c.Ji-G1.••1'°1n~ w"'' t"'C.t\Ac.e<l 'p:J Y.c.y~'t-W-.ll, ® CEMENT CONCRETE ALLEY TYPE DRIVEWAY PER CITY DETAIL GS-17 AND RAMPS PER CITY DETAIL GS-31 AND GS-32. {NOTE: CONTRACTOR SHALL INSTALL MONOLITHIC CURB IN LIEU OF SIDE FLARES). ®~HEIGHT WARNING LANDSCAPE 2 PROPOSED LOW ADOBE-TYPE W 40" HIGH A.F.Y.G. (PURPOSE: VEHICLE SCREENING) SITS 0~ . I /'1 -:,~ LL/ J 1. 2. -R[l'AjNIIIO '1/;ld::I: l.'\"11-i."• ~., NEW TERRACED IN PER LANDSCAPE PLANS SURVEY NOTES CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR ID STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. SEE SHEET 1 FOR PROJECT BENCHMARK. SURVEY INFORMATION SHOWN ON THE PLANS W/JS OBTAINED FROM FIELD SURVEY PERFORMED BY: ACCULINE SURVEY, INC. 1919 GRAND AVE., SUITE 1G SAN DIEGO, CA, 92019 (858) 483-6665 RUDY P. PACHECO 3. BCE DOES NOT WARRANT OR ACCEPT ANY LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE SURVEY INFORMATION PROVIDED. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND 1YPE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. NOTES 1. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, Born EXISTING AND PROPOSED, ARE SHOWN ON TIHIS SITE PLAN. 0 si ft -1, , --d'G, • • 'l,' ~,. '<,~ 11'G ENGi"'<, 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 PH ( 425)251-8782 FJC CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES RCE ~78/f EXP. (. ·10-of DATE REVIE D id /J ~ /'!14.. (','4-,· !~SPECTOR l---t---+------------t---t---t---t------1 I SH3EET I CITY OF CARLSBAD I SH1EOETS I ENGINEERING DEPARTMENT ;:S::::ITE::::::::P::LAN:'..::=FO~R:::::::::::::::::::::::::::::::::::::::::::::::::::::=:::::'...'=:::::~ 5 9 07 DATE INITIAL ENGINEER OF WORK RECLAIM SYSTEM REVISION PER CLIENT DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAc CITY APPROVAL BRESSI RANCH FUEL MART APPROVE(/ DAVID A.~AUSER t 1/l It', (~o7 DEPUTY CITY ENGINEER PE: 33081 EXPIRES: 6 30 dB DA TE DWN BY: CHKD BY: -""'~~ RVWC BY: PROJECT NO. CUP 05-31 DRAWING NO. 445-?A BCE JOB No. 11749 -TENTATIVE MAP CT 00-06 FINAL MAP CT 02-15 - N -;; N z Si "' w C, z ~ ::, 0. <D ;! I ,-. ~ ...._ ,-. ~ w E 1::. .i, 8 071307 \ i I I ' .' I I I / ! kfAP 14960 UTILI 2. 3. 4. PLAN i /! T l4 L.l/! ,.j I I I I I I I I I I ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND THE GOVERNING AGENCY REQUIREMENTS. UTILITY LINES INCLUDE STORM DRAIN, WATER, SEWER, IRRIGATION, ELECTRICAL, TELEPHONE, GAS, AND LANDSCAPE IRRIGATION LINES. ALL ONSITE WATER SERVICE SHALL BE COPPER TUBING CONFORMING TO ASTM B-88 (TYPE "K"), ANNEALED. THE TUBING SHALL BE COUPLED USING FLARE TYPE COMPRESSION FITTINGS CONFORMING TO A'tNIA CBOO {150 PSI WORKING PRESSURE). ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. SANITARY SEWER PIPE {ONSITE) SHALL BE PVC (SDR 35) WITH FLEXIBLE GASKETED JOINTS PIPE JOINT TYPE SHALL BE RESTRAINED GASKET. 7 LF 3/4" WATER LINE ~flc/WA"FER UNFF BACKFLOW PREVENTOR 6" DRAIN PER CAR WASH MANUFACTURER'S RECOMMENDATIONS CARWASH FLOOR DRAIN (PER CARWASH PLANS) RIM=406.3 IE=403.0 FF=406.5 (AT PERIMffiR) LOT 20 LEGEND NEW CONCRffi NEW CONCRETE CURB NEW LOT LIGHT NEW WATERMAIN EXISTING WATERI.WN EXISTING WATER VALVf. C® ----•----- ----------w -------------- EXISTING TYPE-A STORM CLEANOUT EXISTING HYDRANT EXISTING SANITARY SEWER NEW SANITARY SEWER EXISTING GAS NEW GAS SERVICE t>()<l ====()==SL== G ----- EXISTING UNDERGROUND POWE'DR----P(UG) NEW TELEPHONE ----T------ NEW POWER CLEANOUT TO GRADE NEW STORM ----P------ EXISTING STORM PIPE NEW STORM CATCH BASIN EXISTING STREET TREE SE',VER SCHEDULE C.O.T.G. . --.,,,,,,,,. _ __tX._ _SD . ·-·--____ _ (i) 4" C.O.T.G. PER CITY STANDARD DETAIL S-6 © 4" PVC SDR-35 SS O 0.02 FT/FT MINIMUM. @ 4"x6" PVC SDR-35 WYE © 6" C.O.T.G. PER CITY STD. DETAIL S-6 © 6" PVC SDR-35 SS O 0.02 FT/FT MINIMUM. @ 6"x6" PVC SDR-35 WYE (D EXISTING 6" SS IE=395.8±. REMOVE CAP AND CONNECT NEW 6" PVC SDR-35 SIDE SEWER USING s"xs· WYE. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND DEPTH -~D IMMEDIATELY REPORT ANY DISCREPANCIES ENGINEER ;-;;: p~ u . ~ © INSTALL SAMPLE BOX ON LINE AT OUlFALL OF CLARIFIER. ) SAMPLE BOX TO BE A JENSEN PRECAST MODEL NO. J 2432-Z OR ITS EQUAL. '--~ ~ CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES "AS BU I LT" A4?~ DATE REVIEVltD Zi1' /JI! /1 I ,1 ti , ( 'fAt,,;. ll'ISPECTOR S. MAXIMUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE-HALF OF THE MANUFACTURER'S RECOMMENDED PERMISSIBLE DEFLECTION. 6. 7. MINIMUM SLOPE FOR 6-INCH SIDE SEWER SHALL BE 2 PERCENT. l---f-----+-----------+---+--+----1~--I I S4HEET I CITY OF CARLSBAD I SH10EETS I ~::=::=..::::=::EN::::G:::IN::::E::E:::R:::IN:::G=D::E:::P:::A::R:::TM::E:::N:::T==::'..'=::::::::::::::::! 8. 9. CONTRACTOR SHALL CONTACT WATER DISTRICT TO ASSURE THAT BACKFLOW PREVENTION REQUIREMENTS ARE SATISFIED. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. ALL SEWER MATERIALS AND WORKMANSHIP SHALL BE AS PER THE CITY STANDARDS. CONTRACTOR SHALL REMOVE REMAINING PORTIONS OF EXISTING 12"W PIPE, RISER, ETC. AS DIRECTED BY CITY INSPECTOR. ,& 579707 DA TE INITIAL ENGINEER o~ WORK . 1 1'\ RECLAIM SYSTIEM REVISION PER CLIENT REVISION DESCRIPTION BCE JOB No_ 11749 DATE INITIAL DATE INITIAL OTHE~ APPROVAL CITY APPROVA'_ UTILITY PLANS FOR: BRESSI RANCH FUEL MART L ·~ •~===~~-----~, ~07 APPROVE))" DAVID-"~ HAUSER • ~ & DEPUTY CITY FN~INEER PE: 33081 EXPIRES: 6 /31168 DATIE OWN BY: CHKD BY:~ ~VWD BY:~ 0 ROJECT NO. CUP 05-31 DRAWING NO. 445-7A TENTATIVE MAP CT 00-06 FINAL MAP CT 02-15 0 • ""! 0 u I 0 -" d • 'O .c 0, ... "'- N u • 'O $ .,. "'- N N "' 0 u V) N N / 00 0 0 0 071307 Rt~ =7Qj 1·-20· © i f I I i j ! I I ' ! ; I ! ' . . ! I I t I i . ' I , I PRECISE GRADING AND DRAINAGE PLAN 3.o•40L5 TW 39a .. 4'l7.8 TS 4,3 .. ·.,,404:8· TW 2-'402.5 FW PROPOSED SCREEN WALL (ON TOP OF RET.&JNING WALL) PER SEPARATE PERMIT S\.i._$&] 4 .. . .. 4 4,405.9 TW 402.5 FW · ... 35•401s"iw • 39a. PROPOSED RET.&JNING WALLS PER SEPARATE ;JMIT 90,397.0 TW ' 388.0 A ~'ov, \tc ¥-.e.y <i>1t«-C. Wo.\\ ~CC" ?C.\'C..f"4\C. P\an~. . 40f5 i:w2 •• ~go--· 400.0 FW -~ ·· ·· - . ·"-jj#i,-.5' . . ... ' .. , .o 3.!I_ . . .. 97 .5 TW ,467:0 "lW I ,.., 392.Q. 5~ 405.5 FW .~ LOT 20 tli/iP 14600 402.0 1W 3.~ . 398·5 FW -.......J:IEIGHT OF PROPOSED 409.6 TS REr.&JNING WALL (M'.) 406.5 TW 3~• 403.0 FW NOTES: 1. ROOF /'ii.EA IS A NON-POLLUTION GENERATING IMPER\/!OUS SURFACE. ROOF DRAIN CONNECTION FOR PROPOSED MINI 1.4ARKET MAY BE LOCATED DOWNSTREAM OF WATER OUALTY VAULT, CONDITIONAL UPON JURISDICTIONAL APPROVAL 2. CATCH BASIN DRAINING TO OIL/WATER SEPARATOR VAULT WILL BE SEPARATED FROM STORMWATER RUNOFF BY THE CANOPY ANO PROPER GRAOE BREAKS TO PREVENT THE RUN-ON OF STORMWATER. VAULT WILL PROVIDf 450 GALLONS Of STORAGE AREA IN CASE Of A SPILL ON FUELING PAO. 8" SHUTOFF VALVE MAY BE CLOSED IN THE CASE OF A SPILL, PROVIDING AOOJTIONAL STORAGE IN STORM PIPE AND UP-STREAM CATCH BASIN. J. FINISH GRACE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2:¥ TO TIGHTLINED STORM SY5TlEM 5' MIN. CLE/'il. FROM BUILDING. BENCH MARK DfSCRJPROfl: BRASS DISC ON CONCRETE IN A STANDARD SURVEY WELL LOCA710N: _ lY~bL MONUM~NI ON INTERS~CTION Qf EL CAMINO BEAL ~Ul!JY OE SAN CIE!,O BE~~H!,!ABK DESIQN[ITIQ~ NO. BJ BQQ 2B6+89EC. RE:CORDED: SAN DIE~O COUNTY VERTICAL BENCMARK RECOR~ E!£VATTOII: 311.407 OAllJM: NG\ID 29 ,,., ... ,., /a.'\. 9-.,._,1-..... ~ A1.'lcv, \\-!'...c'-"'"" . 5/9/07 '1" RECLAIM SYSTEM REVISION PER CLIENT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION BCE JOB No. n749 (D © @ ® (j) @ NEW FLOW DIRECTION EXISTING GRADE SPOT ELEVATION EXISTING GRADE CONTOUR "<?<?. NEW GRADE CONTOUR ______ iQ.3 ______ _ ~ NEW GRADE SPOT ELEVATION NEW TYPED CURB RAMP (NO ~ OR ~FLARE~ NEW STORM DRAIN CATCH BASIN NEW TYPE-A CLEANOUT TYPE B-1 CURB INLET CDS TECHNOLOGIES SDMH NEW STORM DRAIN CLEANOUT TO FINISH GRADE NEW STORM DRAIN PIPE ■ [fil ,r:-!©JI 6) .coro sp SD NEW ROOF DRAIN PIPE EXISTING STORM DRAJN PIPE NEW WATERLINE ------------------- NEW SANITARY SEWER LINE NEW RETAINING WALL ROOF DRAIN DOWNSPOUT TOP OF PAVEMENT TOP OF CURB/CONCRETE TOP Of WAU FACE OF W"-LL (BOTTOM) TOP OF SCREENWALL ss o.s. TP TC 1W FW TS STORM SI RUCTURE SCHEDULE NEW CATCH BASIN W/TRAFFIC GRATE (JENSEN PRECAST MODEL D1242436) OR APPRO/ED EQUAL) RJl.1=404.4 IE=401.4 (6" W) 7 Lf 8" PVC SDR-35 0 1 .43:¥ OIL/WATER SEPARATOR VAULT PER DfT.&JL 6/SHT. 6. SEE NOTE 2. Rlt.1=404.2± (MATCH FINISH CONCRETE GRADE) IE=401 .J (6" IN) IE=400.8 (6• OUT) INSTALL 6" SHUTOFF VALVE IN CAST IRON VALVE BOX FLUSH W/ GRADE ADJACENT TO VAULT ON OUTFLOW SIDE OF VAULT. VALVE ASSEMBLY TO BE COMPATIBLE WITH STORM PIPE MATERIAL 20 Lf 6" PVC SDR-35 0 8X 52 Lf 6" PVC SDR-35 0 2.0S NEW CATCH BASIN W/rRAFFIC GRATE (JENSEN ?RECAST MOOEL Dl242448) OR APPROVED EQUAL RIM=402.J IE=J98.6 (6" E, 1 O" S) 60 Lf ,o• PVC SOR-35 0 1.0% 6" CLEANOUf TO FINISH GRACE 4" PVC SDR-35 ROOF DRAIN LINE O 2:¥ t.llN. INSTALL 6' "f'l'PE "B ,. ebR6 1111:f'F ~c.w C.o.~c."- lOP 1ea.s !!)"~ .fL. 1D2 2 IE 398 Q (10• •11W) ~~~~ 1\02. ."!,"'\':t -i:.~ :a "\ 00 • o0 65 Lf 1 0" PVC SDR-35 0 1 .9ll INSTALL NEW ·cos TECHNOLOGIES" STORMWATER SCREENIHG UNIT MODEL NO. PMSU 20_ 15_ 4 RIM 1ea.1 L\O"l.,olo~ !E 39610 (:IO" E,NW.) ~a.I,. 8'- 110 Lf 10" PVC SDR-35 O 3.261 INSTALL SDRSO 1'1PE-I\ CI.EI\NOUf, 1'1PE M. WITH ROUND SOLID LOCKING LID RIM=403.4 IE=39J.11 (10" SE) IE=J99.4 (4" E) IE•J92.61± (CONNECT EXISTING 18" RCP, NW) NEW CAR WASH CLAAIFIER/RECL.&JM TANK, WASTE WATER DRAINS TO SANITARY SEWER (SEE SHEEr 4). CONCRETE SWALE PER DET.&JL 3/SHT. 6. SI\WCUf .!le REMOVE CURB AND WALK TO CONSTRUCT NEW D/W. SEE SHEET 9 FOR LIMITS OF DEMOLITION. l'"C?\AGc.d, ~1 ~" "AS BUil T" t..ot\c.rc ~e. ~~ 10-,•~.! RCE ~ 7{!/1::_ EXP. l·~o-af DAlE REVl~:/4 f7A A~,,£, ,.. . /4/~~8 INSPECTOR ----1 DATE I SHSET I CITY OF CARLSBAD LJQJ ENGINEERING DEPARTMENT 0 PRECISE GRADING AND DRAINAGE PLAN FOR: BRESSI RANCH FUEL MART APPROVED: DAVID A. ~SER ~461 . 1,,,./~ DEPUTY CITY ENGINE PE: 33081 EXPIRES: 6/3o7os DATE JWN BY: DATE INITIAL DATE INITIAL CHKD BY:~ P'<OJECT NO. DRAWING NO. JTHER APPROVAL CITY APPROVAL RVWD BY: CUP 05-31 445-7A TENTATIVE MAP CT 00-06 FINAL MAP CT 02-15 .,. • u ~ .... " N ,;. • u cl 0 I 0 z ,;. • -0 iii ... " -, N .,. .. -0 i 0 "' ... " -;c; 071307 "' .. u ~ 0 C 0 0 I u C 0 '" ·-,;. • u • 0, ... ,-. -;c; " • -X z 0 en C>C cu " z 'a . - II ' -.2 0 ill "" u. ,-. ".< ,-. 0 0 N ----- ,-. ----- ,n 0 E <-= -----.!' 0 Q "' • u <3 I 0, 0 .. " ~ / 01 .,. " C 0 ·c • ~ • -·= b ~ .,. C (fl • / 0, .... ... ,.._ )> / • 0 0 0 / ~ • G' 4" (MIN.) COMPACTED DEPTH CLASS '"B" ASPHALTIC CONCRETE 12" (MIN.) COMPACTED DEPTH----, CLASS 2 AGGREGATE BASE NOTE: REFER TO SOIL ENGINEER'S RECOMMC:NDATIDNS FOR SITT: PREPARATION & ALJERNATE PAVEMENT SECTIONS. 6" MIN. CEMENT CONCREfE --~ L.·-0 _,uu 6 Of? D c, DO 6 - 't.,C :JC O CP , 0 00 a o :'J 0 90 0 o O Cl..oa c:b,Ooo00 0 o ,...o '.1 00°0 oc, no d--t:o >0~"»~t:1~};;~is~~~>-)>;;~ 1/'( ,<i-.1/ '{;('-( '.:<.'-.1/ '(1/ '<'.:<.'<'.:<.'<«:,'.:<.'<<, . .'.:<'< 8" (MIN.) COMPACTED DEPTH CLASS 2 AGGREGATE BASE 12" SUBGRADE COMPACTED TO 95% __ J NOTE: REFER TO SOIL ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION & PJ..TERNATE PAVEMENT SECTIONS ® ~T~~=~ETE PAVEMENT SECTION 6" WIDE STEEL7 TROWEL FINISH 3' 1 a· \ 5% - / \0:0<¼::~/ /';,. 7";:._'-....7,, / FLOWUNE OF CONCRETE SWPJ..E 18" 5% 6" MIN. AGGREGATE BASE SGBGRADE. PREPl>RATION OF SUBGRADE SHALL BE PER SOILS ENGINEER RECOMMENDATIONS NOTE: 6" THICK CONCRETIE DRIVE SLAB. SEE CANOPY PLANS INSTALL EXPANSION JOINTS 0 20' -0" O.C. MAX. ® ~T~~~y SLAB CONCRETE SWALE DETAIL • "' • N ~ ASPIW.T PAVING 1 /2" 1" R 11 1/2" R ------f', BARS CONT. TIOP AND BOTTOM VARIES -SEE PLAN 4" THICK CONCRETE__j:::::::;---'~r;"\~~, CONSTRUCTION DETAILS SIDEWALK 1. OUIAUY JOINTS SHALL BE 3/8" x 2" ASPHALT SATURATED FELT Pl.ACED AT 15' c.c. 2. lHRU JOINTS SHALL BE 3/8" ASPHALT SATURATIED FELT PLACED AT DRIVEWAY AND ALLEY RE:rURNS. 3. SCRIBE MARKS SHALL BE 1/8" DEEP AND 1/4" WIDE PLACED AT 5' c.c. FOR S' SIDEWALKS AND 7 1 /2' c.c. FOR 8' SIDEWALKS, 4. ALL JOINTS SHALL BE CLEAN AND EDGED TO A 1/ 4" RADIUS. JOINTS SHALL BE FLUSH WITH THE FlNISHED SURFACE. ll. CONCRETE SHALL BE CLASS 3000 GRADING NO 2 5 1/2 (1 1/2) USING ND CALCIUM. 6. 4 3/8" lHRU JOINT IS TO BE PLACED WHENEVER CONCRETE IS POURED AGAINST EXISTING CONCRETE. 7. A CURING COMPOUND. HORN CURE OR AN APPROVED EQUAL, WILL BE USED ON ALL CONCRETE. OIL/WATIER SEPAAATIOR CH.AMBER ----, OIL RETAINER BAFFLE----~ PLATE ACCESS DOOR--~ ~------DIAMOND PLATED INSPECTION COVERS ~------FLOW DIFFUSER ~------GRIT/SWDGE RETAINER WEIR INSPECTION TEE :-. -~ OUTLET D~. PER PLAN INVERT ELEV PER PLAN- TYPICAL • "' ~---4" INI.ET • J INVERT ELEV PER PLAN- l'l'PICAL "' ~--RIM ELEV PER PLAN- 1YPICAL ' N ..,. 12" I 12· I 12· I 3" ¢ GALVANIZED PIPE (PAINT BLACK) . ' ,. ' ' • ' ' " ' ' • • ' ' , ' ' ' ' . ' ' , ' ' d'--" .. -~~ f • • "' , .. 12· CONCRETE WALK ® ~!CYCLE RACK DETAIL ~OT TO SCALE AWB MOUHTING Pl.ll ELECTRICAL NEEDS ARE #12 ~RE (20 AMP, 1 PHASE) WITH GROUND. WEDGE ANCHOR BOLTS ARE 1/2-13 NC X 3 1/2" LG (4 REQUIRED), ELECTRICAL STUB TIO BE 1/2" RIGID CONDUIT. 0 WATER STUB TIO BE 1/2" PIPE. WATER SOLENOID PORT CONNECTION IS 1/4" NPT FEMALE. AIR-serv Group, LLC 1370 Mendota Heights Road Mendota Heights, MN 55120 800-247-8363 26" 6" STEEL GUARDPOSTS-........._ (lYP. OF 2) '-...,. 0 -----36"'------< ,r1---26"'-----< TOP VIEW (JUNCTION BOX) 36" 6" 12" 3/4" WATER SUPPLY LINE •• 12' 4' WATER STUB l't1TH SHUT-OFF VALVE ---~,~G~~~~E ~~ti~~~k~~~s~~~~at/i~~LEED 6' -0" L,. J/1 s• GALV STEEL PLATE SECTION A-A B Bi\fFLES AND WEIR SECTION B-B OIL/WATER SEPARATOR NOT TO SCALE 6" (UTILllY VAULT COMPANY MODEL 660SA OR APPROVED EQUAL) CONCRETE SLAB PER STRUCT. DUMMY JOINT W/ JOINT FILLER I 1/2" RADIUS NEW ASPHALT PAvEMENT • ., ,-----+r---1 P.=l, •• ~ n '7' EDGE OF SIDEWALK \!_J NOT TO SCALE CONCRETE PMING THREADED CLEAN OUT PLUG, 3" BELOW PAVING LCNG SWEEP WYE J4 5/8" TO COIN SLOT 22· 2e· l --+--+---+r -.1.....----U---11----'- MANHOLE, FOR ffiAFFIC -AREAS ONLY A.C. PAVING N NOTES A CLEAN OUT LOCATIONS INDICATED ON GRADING & UTILITY PLANS AS "CO", OR "COTG" 6. PROVIDE CLEANOUTS IS SPEClclED BELOW: RNISHED GR.tllE -ZURN Z-1400 CLEAN OUTS IN NO~ -TRAFFIC AREAS & SIDEWALKS -ZURN Z-1449 CLEAN OUTS IN lANDSCAPED AREAS -ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE STATION" TYPE MANHOLE, OPW #126A-9 -DOVER CORP./OPW DIV. ' L-----------I -------.1 6" BENO RESTRICTORS 48" TO WATER 5• ASPHALT CRUSHED ROCK 5• CURB HOSE BIBB 10 1/2 0 0 a· 0 0 SIDE VIEW I BUR'I' SLAB IN GROUND SOE B FY:":TION V~VE. BEAVER 400-12RL (1)-J/""" x 1/2" REDUCER (1)-1/2" llAU. VALVE {1)-1/2" 8Al.L DRIP VN..Vf. 2· _j WATER-TIGHT ELECTRICAL JUNCTION BOX 3 1/2" I "AS BUil T" -~~ lt:ISPECTOR - SHEETS SEI.ECTIED FILL PREPARED PER SOIL ENGINEER -'\r--+ 10 l----+--+--------------,1----+---+-----l---l I SH6EE-, CITY OF CARLSBAD ENGINEERING DEPARTMENT ~=:.:::::========::::...::=:::::::; CONSTRUCTION DETAIUl FOR: NOTES: 1. PROVIDE WEAKENED PIAIN JOINT EVERY 1 O', EXPANSION JOINT 25' O.C. (MAX.) AND O THE START AND FINISH OF ALL CURVED SECTIONS 2. PAINT CURBS WHERE NOTED ON ARCHITECT SITE PLAN 3, PREPARATION OF SUBGR.'JlE SHIii.i. BE PER PROCEDURES DUTUNED IN THE LATEST EDmON OF THE SOILS REPORT. @ =~MENT CONCHE IE BARRIER CURB RECOMMENDATIOHS. ® TYPICAL CLEANOUT BLOCKING DETAIL NOT TO SCALE D <\ TE INITIA_ ENGINEER OF \\ORK REVISION DESCRIPTION BCE JOB No. 11749 UA TE INlT\AL DATE INITIAL 0 CHER APPROVAL CITY APPROVAL BRESSI RANCH FUEL MART APPRDVE:D: DA\/\D ~ HAJSER L I. f) g/.lJ . -~t>/07 DEPUTY CITY ENGINEEl'l" PE: 33081 EXPIRES: 613dfci8DATE DWN BY: CHKD BY: 3~ RVWD BY: <!-W P,~OJECT NO. CUP 05-31 D~AWING NO. 445-7A TENTATIVE MAP CT 00-06 FINAL MAP CT 02-15 071307 "" • .,, 8 I 0 ~ a. • .,, .0 ~ ~ --~ ~ X z 0 u, QC "' 0 z ~ - II • hl 0 0 VJ l .... g 0, ... 8 N ...... .... N ...... n hl E !::_ .1l 0 " "' • "· □ I '" ..,. 0 --:e / O'> "" -~ C) t 0 • -~ C ·a, ~ ~ C • ,.,. / 0 0, ..,. --.J .... -l> / ~ 0 0 0 / 0. " E 5.0' ZONC. WHE~L STOP (lYP.) CBC TITLE24 1129B.5.1 &2 FIGURE 23-24 Pl'JNTED TEXT ~ 6.0' AOA "'"""' '"""'" srn,,J+M-E_N_T_S_s_·. 5 _' _____ B_.OO_'_--t 8 «i 36" o.c. A PROVIDE 1 VAN ACCESSIBLE PARKING SPACE WHEN TOTAL SITE PARKING IS BETWEEN 1 TO 25 SPACES OR AS REQUIRED BY LOCAL ACCESSIBILITY CODES. B. PROVIDE 2 ACCESSIBLE PARKING SPACES (ONE OF WHICH IS A VAN ACCESSIBLE STALL) WHEN TOTAL SITE PARKING IS BETWEEN 26 TO 50 SPACES OR AS REQUIRED BY LOCAL ACCESSIBILITY CODES. C. THIS LAYOUT ALSO MEETS LAYOUT REQUIREMENTS FOR VAN ACCESSIBLE SPACE. D. BOTH THE ACCESSIBLE PARKING SPACES, AND THE ADJACENT ACCESS AISLE ZONE, MUST COMPLY SLOPE REQUIREMENTS: 2% MAX. SLOPE EACH WAY. WITH ADA SURFACE PRIOR TO PROVIDING LAYOUT FOR PRODUCT DESIGN, THE NATIONAL, STATE AND LOCAL REQUIREMENTS SHOULD BE REVIEWED IN ENTIRETY. CD ~~~s~~RKING REQUIREMENTS 3¼' 3¼' itil I WHITE PAINT FIGURE PAINT CONlRJ'STING BLUE BACKGROUND PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: A SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. B BOTTOM OF SYMBOL TO BE LOCATED FLUSH WrTH ACCESS DRIVE.CENTERED ON PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. '2' INTERNATIONAL SYMBOL OF ACCESSIBILITY \f:,j NOT TO SCALE 1 '-(1' R[~ER\/lO 4¼" ' 4¼' ACCESSIBLE SIGN NO ES A. ALL SIGNAGE REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH ADAAG SECTION 4.30 B. CHARACTERS AND BACKGROUND TO BE MATTE, EGGSHELL OR OTtlER NON-GLARE FINISH. C. c ~ c TITLE 24 1129□ .5 1117 □ .5.8 ... I FIGURE 25 COLORS: WHITE CHARACTERS ON A DARK BLUE BACKGROUND. BACKGROUND EQUAL TO COLOR #15090 IN FEDERAL STANDARD 5958. D. USE INTERNATIONAL SYMBOL OF ACCESSIBILllY FOR WHEELCHAIR FIGURE. fa" ACCESSIBLE PARKING SIGN \:!_) NOT TO SCALE CONSTRUCTION DETAILS • N N 17" Unauthorized vehicles not displaying distinguishing placards or license plates issued for physically handicapped persons may be towed away ot owner's expense . Towed vehicles may be reclaimed ot: or by telephoning: This applies only to handicapped spaces AUTHORIZED VEHICLE SIGN .. ANCHOR BOLTS. • ~ (Sl:.E BCLT PATT[RN PL.AN) 1/2' BASE PLATE ·.: .. ·• ~ ' .. , . 8"X4"BYSIGN ·' · )/·:::: •. N SUPPLIER . . POURED CONCRETE BASE BY GENERAL CONfHACTOR ~.::.-eouAED CO~CRETE BASE Bv GENERAL CONTRACTOR. NOTE: CONCRETE FOUNDATIONS A'lE MINIMUM REQUIREMENTS. LOCAL BUILDING CODES OR FROST LINE MAv REQUIRE GRCATCR DEPTH r.¢' UNAUTHORIZED VEHICLE SIGN ~ NOT TO SCALE ' ., '"'""·' '~-·•¾"•'• ------ RIM=406.80 RIM=406.50 ~ 24" CAST IRON FRAME & COVER WITH GASKET (GASTIGHT) STANDARD DETAIL NOTES A. B. C. THE TANK MUST BE WATER TIGHT. COAT AS NECESSARY TO ENSURE WATERTIGHTNESS. MANHOLE TOPS AND RIS~HS rOR RECLAIM TANKS TO MEET H20 LOAD REQUIREMENTS. VERIFY WITH THE SITE PLANS AND FIELD ENGINEER /\S TO THE LOCATION OF THE RECLAIM TANK AND ALL ASSOCIATED PIPING. ALSO SEE THE SITE PLAN FOR ANY SPECIFIC INFORMATION ON TtlE RECLAIM TANK, ie. HORZ. INFORMATION ETC. @ :~~::~ PRECAST 1500 GALLON CLARIFIER SIDE VIEW (CUTAWAY) AS REQUIRED (AT EXTRA COST) __ A __ .----: 2432-03 RISE~-3" VARIABLE f, . -2432-06 RISER-6" 17" MINIMUM..!i~4===~~__,,,cl===~~~====~--~ ·· 24-• ·.-._ "L)i.-: ·•· :·· '" • ' I ={> u~ n~ I L LIFTING ANCHOR : ·-·~--~--~. .. 11-_--=11 : 6" INLET • · & OUTLET . PIPE AND ':" FITTINGS '., STANDARD ' .. • 16' I I --7,--7, --7 I I I I I u 0 u I : n n I I I I I I --_JL - - JL --_J I I TOP VIEW (COVERS & RISERS REMOVED) -..__~./'--- . 6'-J" 7'-1 1/r ,.._ t' 8'-4 112· - 5/9/07 a RECLAIM SYSTEM REVISION PER CLIENT DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVP, __ I SH7ET I <l'-oHA(J& (D'I' ,· \ / 9 1, 'O c,, -.._~ 0 . f 1,, , ... <SI • Cb' '1 <r,q. ,-,_,G ENGi~<,, 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 PH (425)251-8782 FX CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES "AS BUil T" ~/7~ 10,r;~ RCE ia7~~ EXP. ~ ,aO.o/ DATE REhD BY: (It,!-=. Uth .. t_ 4, /~~~~5( 7 > .. INSPECTOR DATE CITY OF CARLSBAD L1QJ ENGINEERING DEPARTMENT 0 CONSTRUCTION Dl!!TAilS FOR: BRESSI RANCH FUEL MART APPROVED: ~· ::afSER G(f /o 7 DEPUTY CITY ENGINEER PE: 33081 EXPIRES: 6/3--;;08 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ R\IWD BY: CUP 05-31 445-7A BCE JOB No. 11749 TENTATIVE MAP CT 00-06 FINAL MAP CT 02-15 071307 0, ,. .,, 0 u I 0 £ O' ,. .,, .ci ~ r-- N ~ X z 0 V, "' w 0 z ;a . - • • 0 u V, ~· a, ':1 -sl g. ' r-- ' "' • E .!:::. • -0 0 O' ,. .,, "' 0 I O> ... .... C - / :e O' C ..... -~ C') • • 0 C ~ O' -C ~ • b / C{1 O> ... ,.._ ..... -/ )> ~ 0 0 0 -/ CL • [;: CONSTRUCTION DETAILS OPPOSrTE SECOND HEAD WHERE INDICATED ON SrTE PLAN 3/8" /T_-::-_ ----'=--=--r-i----1---1 I \ L__ f-:,: "' GJ :,: w ..J 0 11- • 0 I N N ~ 0 ::c Q l IL 0 ~ ' N ' - ii ' b 11 11 11 "' -I I N "' 2'-4" SEE ELECTRICAL DRAWINGS FOR LIGHT SPECIFICATION (FLAT LENS FlXTURE) MOUNTING ARM ROUND POLE ~-'SEAL OFF' FITTING, BONDED AND RETURNED TO SERVICE PANEL. ,--HANDHOLE WITH REINFORCED COVER ~-BOLT COVER ,--1" THK DRYPACK I ~-fJ-1---+-----4-3/4" x 30" GALV. GRADE !:: :, Q• ~\ z 8 /~ ..J ~ IL 0 ,'~ :::, f-u ,' :::, "' f-(/) w w (/) :,: f- 11-w 0 Jj II ~ II L ANCHOR BOLTS = ....__ CONCRETE FOOTING - SEE STRUCTURAL Pl.ANS -I I --· I l~~~~i 1--1 1--1 I -, I 1--I DATE CONCRETE FOOTING i 1 " THK BASE PLATE t------~ 0 0 ,-_ ROUND POLE-----+-------11-=,~:::j::--\"--~ 0 w u z ct 3/8" ~ CD 0:: • :::, 0 u I ;,, ::;: 0 0:: IL Plan SCALE: 1" = 1 '-O" General Notes 1. LIGHT SHALL BE FURNISHED BY BP WITH POLE, BASE Pl.ATE, ANCHOR BOLTS, BOLT COVER, MOUNTING ARM AND LIGHT FIXTURE ASSEMBUES COMPLETE Willi MOUNTING & LEVELING BOLTS, WASHERS & NUTS CONTRACTOR SHALL INSTALL CONCRETE FOOTING, ELECTRICAL SERVICE, POLE, LEVEL MOUNTING ARM ALIGN IN DIRECTION AS SHOWN ON SITE PLAN OR AS DIRECTED BY OWNERS ENGINEER, AND ATT...CH LIGHT FIXTURE AS PER MANUFACTURER'S SPECIFICATIONS. 2. ALL ASSEMBLIES SHALL BE PRE-FINISHED WHITE 3. POLE SHAFT IS ELECTROWELDED ASTM-A500, GRADE B STEEL TUBING Willi MINIMUM YIELD STRENGTH OF 46,000 P.S.I. 4, BASE PLATE IS ASIM-A36 HOT-ROLLED STEEL PLATE WITH MINIMUM YIELD STRENGTH OF 36,000 P .S.I. 5. ANCHOR BOLTS CONFORM Willi ASTM-A36 Willi A MINIMUM YIELD STRENGTH OF 36,000 P.S.I. 6. CONCRETE SHALL HAVE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. ALL REINFORCING SHALL CONFORM Willi ASTM A-615, GRADE 60. INIT AL DATE INITIAL E"-JGINEER OF WORK REVISION DESCRIPTION OTHER A?PROVAL ,----BASE PLATE AND ANCHOR BOLTS TO BE FURNISHED WITH UGHTS, INSTALLED BY G.C. ~-LAMP ASSEMBLY 2'-4" DATE • 00 I //~~( /,.,-:;. ~4 I~ I \S, (tf HAL 6 GRU 8 ' I.... .sfJ14 I \· I 1'\U>.aV 6/30/01. /,.. {/ re-~~~' /I or CA'-'~ ;i,:;,' ..___,._ "IV CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES "AS BUil T" -_,,,,v,£,P~ (0-6·~ RCE ~?di~ EXP. ~-~uO'; DATE REVl~D BY: ~ lilf'i,~X , ,,,Pv.L:i (1, 1u..: INSPECTOR 1 DATE I SHSET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 0 CONSTRUCTION DETAII.S FOR: BRESSI RANCH FUEL MART APPROVED: DA~ A. HAUlR L /., k ✓~ 1.r ()? DEPUTY CITY ENGINEER E;-;3081 EXPIRES: 5/30/oa 'DATE OWN BY: PROJECT fJO. DRAWING NO. 1,1T1AL CITY A::,PROVAL CHKD BY:~ RVWD BY: CUP 05-31 445-?A BCE JOB No. 11749 TENTATIVE MAP CT 00-06 FINAL MAP CT 02-15 ~ • 'O c u I c .c a. • " .ci "' ... .... - N a. • " 0 I z Q ,__ u ~ '" • 'O u I z ~ ~ a. 071307 • " co I z Q ,__ f.l V) a. • " -< I g u w V) ~ X ~ "' w 0 z ~ -- ' -~ 0 u V) l "' 0 "' " 8 N ~ ~ "' ~ E t: ~ 0 D ~ • " .,; D I "' v .... C ~ / :E ~ 00 C ·~ G") ~ 0 C .,Sl,, ·a, -C !-.I. .,Sl,, ~ / 'I' "' 0 " .... ..... / )> m 0 0 0 - / iL _qi i..: ,, kfAP 14960 : J 1'•20' 0 20~-----;40 TEMPORA Y EROSION SEDIMENT CONTROL PLAN I I I i i i l .. _. I I ! i SEE EROSION CONTROL NOTES, SHEET 10 BMP MAINTENANCE NOlES: 1. AREAS TO BE CLEARED, GRUBBED, AND EXPOSED AT ONE TIME SHALL BE KEPT TO THE SMALLEST AREA POSSIBLE. i 2. TEMPORARY GROUND COVER SHALL BE PLANTED OR A FILL TACKIFIER SPREAD OVER EXPOSED AREAS NOT BEING WORKED ON FOR 14 DAYS. ,@ 3. TEMPORARY EROSION CONTROLS SHOULD NOT BE REMOVED BEFORE PERMANENT EROSION CONTROLS ARE IN-PLACE AND ESTABLISHED. 4. ALL MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN Pl.ACE BEFORE ANY SAFETY MOVING OPERATIONS ARE INITIATED. 5. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE CHECKED AND UPDATED, AS NEEDED, AT THE END OF EACH WORK WEEK AND IMMEDIATELY FOLLOWING EACH RAIN EVENT. 6. DEWATERING OF EXCAVATIONS MAY BE NECESSARY. CONTRACTOR SHALL INCLUDE ALL PROVISIONS FOR DEWATERING OF EXCAVATIONS IN HIS BID. 3. 4. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS AND CONSTRUCTION APPROVALS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, PAVEMENT, AND/OR LANDSCAPING DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITY. 5. CONTRACTOR SHALL. PRIOR TO CONSTRUCTION OR REMOVAL OF IMPROVDlENTS, FIELD VERIFY AND CONFIRM LIMITS OF DEMOLITION AS WELL AS EXISTING UTILITIES AND IMPROVEMENTS TO REMAIN. HAULING/SILTATION CONTROL NOTES: 1. PUBLIC STREETS ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS ON A DAILY BASIS. 2. CONTRACWR SHALL PROVIDE SILT BAGS OR OTHER SILTATION CONTROL MEASURES THAT MAY BE REQUIRED BY THE CllY DURING THE COURSE OF THE WORK. 3. EFFORTS SHALL BE MADE DURING CONSTRUCTION ACTIVITIES TO STABILIZE ALL DISTURBED AREAS AS QUICKLY AS POSSIBLE TO MINIMIZE EROSION. 4. CONTRACTOR SHALL PROVIDE SILT BAGS OR OTHER APPROVED SILTATION CONTROL DE'l!CE ON EXIST. CATCH BASIN(S) IN PROXIMITY OF WORK WHICH HAVE POTENTIAL TO RECEIVE SURFACE RUNOFF FROM WORK AREA. INSTALL AT INITIAL PHASE (CLEARING AND GRUBBING) INSTALL AT ROUGH GRADE PHASE (CUT/FILL, PIPING, STREETS, CURBS, ETC.) CONSTRUCTION ENTRANCE (CllY STD. DETAIL 1/SHT. 10) . LJA fE INITIAL DATE 0 INITIAL ENGl~JEER OF wo;;:K REVISION DESCRIPTION OTHER A"P'<OVAL LEGEND DESCRIPTION HAY BALE BARRIER CATCH BASIN INSERT SILT FENCE CLEARING/WORK LIMITS UNLINED SWALE AND BERM CONSTRUCTION FENCE QUAN]JY 10 EA 2 EA 470 LF 215 LF 920 LF SYMBOL EXISTING GRADE SPOT ELEVATION EXISTING GRADE CONTOUR EXISTING FLOW DIRECTION EXISTING STORM DRAIN PIPE CURB, GUTTER, SIDEWALK DEMO GRAVEL BAGS 1000 SF 10 EA 675 SF C:1 i .. -,::, TEMPORARY CONSTRUCTION ENTRANCE CONCRETE WASHOUT 100 CF DATE INITIAL CITY A"'PR:JVAL 6/30/ I)'\ ~ ' -, /-f' --f.l__ V 0--" o'<-+ '--or c:1>-\.1 ~ :i,b1 'j'IJ CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES "AS BUil T" ~?C2.a.---LM-b9 RCE ~761~ EXP. ":JiJ-0'/ DA TIE REVl~D BY: (:~. t::.'t::.?.J..1. / ,-,_17.. 'f, ~~ !~SPECTOR DATE I S9ET I CITY OF CARLSBAD I SH10S I ENGINEERING DEPARTMENT TEMPORARY ERDSIDN/SEDIMENT CONTROL PLANS FOR: BRESSI RANCH FUEL MART APPROVED: DL -,D} ~ER /c /, .... &'faio7 DEPUTY CITY ENGINEER PE: .33081 EXPIRES: s/JoJia DATIE DWN BY: PROJECT NO. DRAWING NO. CHKD BY· ~-:t' RVWD BY: CW CUP 05-31 445-?A BCE JOB No. 11749 TENTATIVE MAP CT 00-06 FINAL MAP CT 02-15 j "' 071307 • TI 0 \ " I ,. 0 .... ~ ,;, en • TI .c "" .. ,._ N en l • .., ...; * " --N ti \ ->< z 0 V, "' w 0 z ,! . - , ~ • 0 u u, l "' ~ "' " 8 ~ " "" --.... n • E ;= '-• -0 0 "' • TI w I "' ...- " 0 / :e O> C (,C) ·;: C, • • 0 C .p. "' -C .p. • 1-1' / </' "' 0 ...-"· --.a -/ )> 00 0 0 0 / ~ • (1: EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT-I' M.6,/;>~,z,,.)., ,4. &cr:;, AT J'.'.'i!I'• 19 f"•£')tl (PHONE NUMBER) 2. EQUIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CON\/f:NIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MO\/f:D 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 THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLJC TRESPASS ONTO AREAS WHERE IMPOUNDED 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 PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTl\/f: DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE F/Vf: (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMO\/f:D AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (9D,r CO\IERAGE) PRIOR TO NO\/f:MBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSfALLED IN ACCORDANCE WITH SECTION 35.D23 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. 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 SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO \IERTICAL) OR STEEPER WHEN THEY ARE:: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT 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 IMPRO\IEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING, b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISJBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. ' B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THRIT TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,r COVERAGE. b. GREATER THAN B 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 HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING 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 FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA "· 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. rl'EMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EJTHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WE:mNG 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 2DOO lbs PER ACRE, TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULIGALL Y APPLIED FIBER MATERIAL. WHEN STRAW /5 USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/GALL y PUNCHING NO LESS THAN so,r OF THE STRAW INTO THE SOIL. 3. 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 HYDROSEEDING BY: I. 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 FLATTER THAT ARE SUFFIGIENTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABO\IE. 2. COND/110NING THE SOILS SO THAT IT /5 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 SO/LS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSITOED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENT!. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED ANO ALL BONDS RELEASED. EROSION CONTROL NOTES AND DETAILS EXISTING GROUND I 14'MIN. T PUBUC RIGHT- OF-WA Y 50'M/N. 8-MIN) · JC~li~11 111 111 :11~113TT:_,,,...;::i1• PROFILE aMi PUBLJC RIGHT-OF-WAY PROVIDE APPROPRIA 1F: TRANSITION BETWE£N STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY G) STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE 9 IN. F1U. SLOPE MIN. 2 FT 1. SET POSTS AND EXCAVA 1F: A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM ANO ALONG 1HE UN£ Of POSTS. 3. ATTACH 1HE FIL 1F:R FABRIC TO 1HE WIRE FENCE AND EX1F:ND IT INTO 1HE TRENCH. EARTI-IEN RIDGE 2. STAPLE' WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKF1U. AND COMPACT THE E'XCAVA1F:D SOIL STAKED COMPAC1F:D SOIL TO PREVENT PIPING STRAW BALE 2X6 STRUT(S) = DROP INLET Wl1H GRA 1F: -il-,,'-c!-c ---,, ,., •,-;1/ '~~~,\'~ ll I •, ,' -,, ~-.!.!._L_ STRAW BALES STAKED Wl1H Jlro STAKES PER BALE F1L1ERED 2X6 STRUT(S) RUNOFF WA 1F:R WIT/-/ SEDIMENT \' , \~'~' ~::t::::--W.-~TER-~ ..,....,...'~~S:::1-ttrfl 'TT_ffi ITT I _, •1= II END AND SIDE OVERLAP AT CORNERS 2X6 STRUT(S) REQUIRED WHEN NOTED ON PLANS ~7'~:.- ---::..,.. ' :,~□:_ --· --~ --,-. ill=,,>.=, I • '4' HAY BALE SILT BARRIER \:!) NOT TO SCALE GRA \,fi BAGS OVERLAP ONTO CURB ---------------_____ ..... RUNOFF GAP BETWEEN BAGS TI-IRE£ LAYERS OF GRAVEL BAGS ACTS AS SPIU.WAY WIT/I ENDS OVERLAPPED INSERT SHALL BE DIRTRAP ULTRA DRA/NGAURD OR APPROVED EQUAL SEDIMENT COLLECTION ® =~~::! BASIN INSERT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL LJQJ 0 CI\IIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAi. SERVICES "AS BUil T" ~/?~ 1~ •6-or! RCE E,,S/~ EXP. d!_ ·10·(t,_ DATE R~4~:, LY:1. ;7 4_' 12, ? '/,lo. 'i. 1i:JSPECTOR DATE CITY LJQJ OF CARLSBAD ENGINEERING DEPARTMENT 0 TEMPORARY EROSION CONTROL NOTES & DETAIIB FOR: BRESSI RANCH FUEL MART APPROVED !1":}~USER ~/2/4;, DEPUTY CITY ENGINEER PE: 33081 EXPIRES: 6 ,<,\Q Iha DA TE DWN BY: CHKD BY: RS:r PRCJECT ~0-DRAWING NO. RVWD BY: GVI CUP 05-31 445-?A BCE JOB No. 11749 TENTATIVE MAP CT 00-06 FINAL MAP CT 02-15 071307 "' • " 0 u I 0 .c cj, .g .0 "' ... ,-.. - ~ " ~ "' :z 0 V> "' w 0 z ~ -- • ~ 0 cX l ' I ... 0 l ,;; ,._ 8 N -----" N -----,.., ~ E ~ 2 0 C> "' 3 -0 6 w 0 I "' ~ ... ~ c---0 G) -/ " 0 ~ -~ " -~ " ~ C C/1 '01 0 ~ ~ / '" ... r---- / ' 0 0 0 - / "- ~ ~