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HomeMy WebLinkAboutDWG 455-9A; CT 07-04; BRESSI RANCH MEDICAL PLAZA; 01-06GRADING NOTES: (IN ADDITION TO n-lE REQUIREMENTS OF CHAPTER 15.16 OF n-lE CARLSBAD MUNICIPAL CODE.) 1. n-1/S PLAN SUPERSEDES ALL On-lER PLANS PREVIOUSLY APPROV[O BY n-lE CITY OF CARLSBAD REGARDING GRADING SHOWN ON n-1/S SET OF PLANS. 2. APPROVAL OF n-1/S PLAN DOES NOT LESSEN OR WAIV[ ANY PORTION OF /HE CARLSBAD MUNICIPAL CODE, RESOLUTION OF COND/770NAL APPROVAL, CITY STANDARDS OR On-lER ADDITIONAL DOCUMENTS LISTED HEREON AS n-lEY MAY PERTAIN TO n-llS PROJECT. n-lE ENGINffR IN RESPONSIBLE CHARGE SHALL REVISE n-lESE PLANS 'MIEN NON-CONFORMANCE IS DISCOV[REO. J. CITY APPROVAL OF PLANS DOES NOT REL/EV[ /HE OEV[LOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR /HE CORRECTION OF ERRORS AND OMISSIONS OISCOV[REO DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTI. Y SUBMITTED TO n-lE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM n-lE CITY ENGINEER l\1LL BE REQUIRED FOR ANY WORK IN /HE PUBLIC RIGHT OF WAY. PRIOR TO . PERMIT /SSUANCf, A CERT/FICA TE OF INSURANC[ AS OCLL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING n-lE CITY OF CARLSBAD AS AN AOD/770NAL /NSUR£D ON /HE PERMITTEE'S POUCY IN /HE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCWRRANC[ OF LIABILITY. n-lE: INSURANCE COMPANY 'ltRITING /Hf POLICY MUS[ HAV[ A RATING OF "A-' OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNL[SS EX[MPTED BY SECTION J01.(b)5 OF n-lE UNIFORM BUILDING COOf, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM n-lE BUILDING OEPAR1MENT. 6. NO WORK SHALL BE COMMENC£D UNTIL ALL PERMITS HAV[ BEEN OBTAINED FROM n-lE CITY AND On-lER APPROPR/A TE AGENCIES. 7. APPROVAL OF lHESE PLANS BY /HE CITY ENGINEER DOES NOT AUn-lORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL mE PROPERTY 0-.W[R's PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS l\1LL BE MADE TO n-lESE PLANS WI/HOUT n-lE WIIITTEN APPROVAL OF /HE CITY ENGINffR, NOTED WI/HIN /HE REVISION BLOCK, ON n-lE APPROPRIATE SHEET OF n-lE PLANS ANO /HE T/11.E SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME /HE PROPERTY OF n-lE CITY UPON BEING SIGNED BY n-lE CITY ENGINEER. 10. n-lE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY n-lE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF lHE WORK BY n-lE CITY. 11. ACCESS FOR FIRE AND On-lER EMERGENCY V[H/CLES SHALL BE MAINTAINED TO /HE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. 'M-!ERE TRENCHES ARE WI/HIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURV[S, SHALL BE SUBMITTED BY A PROFESSIONAL ENG/NffR OF n-lE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN /HE FIELD OF APPLIED SOILS MECHANICS. n-lE SOILS REPORT WILL BE SU8MITT£D TO n-1[ CITY ENG/NffRING INSPECTOR WI/HIN TWO WORKING DAYS OF n-lE COMPLETION OF FIELD TESTS. 1J. A SOILS COMPACnON REPORT AND COMPLIANCE V[R/FICA noN REGARDING ADHERENCE TO RECOMMENOA TIONS OUTI./NEO IN /HE SOILS REPORT IS REQUIRED PRIOR TO n-lE /SSUANC[ OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER n-lE DIRECTION OF A PROFESSIONAL ENGINEER OF /HE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN n-lE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FU7URE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE Win-I n-lE CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO n-lE ' EARn-lWORK SPECIFICATIONS " ATTACHED TO /HE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO /HE PROJECT INSPECTOR. 14. A PRECONSTRVCTION MUTING SHALL RE HFLD AT 1HF $11E PRIOR IQ 1HF BEGINNING OF WORK AND SHALL RE ATTFNDFD BY All RFPRFS£NTATIVFS RESPONSIBLE FOR CONSTRUCnON, INSPECTION, SUPERVISION, TESTING AND ALL On-lER ASPECTS OF 1HF WORK. /HE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEEnNG BY CALLING n-lE INSPECnON LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. /HE CONTRACTOR WILL n-lEN BE CONTACTED BY /HE PROJECT INSPECTOR TO COOROINA TE A DA TE AND TIME FOR /HE PRE CONSTRUCTION MEETING. APPROV[D ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. n-lE GRADING PERMIT WILL BE PROVIDED BY /HE PROJECT INSPECTOR AT /HE MEETING. 15. All INSPECTION REOj/FSTS 01HFR /HAN FOR PRFCONSIRUCTJON MFFTING Wll l BF MADF BY GAU /NG 1HF FNG/NFER/NG 24 HOUR INSPFGVON REOjlFST l /NF AT (760) 438 3891. INSPECTION REQUEST MUST BE RECEJV(D PRIOR TO 2: 00 P,M. ON mE DAY BEFORE /HE INSPECnON IS NEEDED. INSPECTIONS l\1LL BE MADE /HE N[XT WORK DAY UNLESS YOU REQUEST On-lERWISE. REQUESTS MADE AFTER 2: 00 P.M. f\1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. /HE OWNER AND/OR APPLICANT n-lROUGH /HE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALlH STANDARDS, LAWS AND REGULATIONS. 17. /HE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO /HE CITY ENG/NffR ANO/OR CONCERNED AGENCY SHOWING n-lE DESIGN OF SHORING, BRACING SLOPING OR OlHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM /HE HAZARD OF CAVING GROUND DURING /HE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING n-lE PIPE /NSTALLA noN /HEREIN. /HIS PLAN MUST BE PREPARED FOR ALL TRENCHES F/V[ FEET (5') OR MORE IN OEPlH AND APPROV[D BY n-lE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM 17-IE SHORING SY51EM STANDARDS ESTABLISHED BY /HE CONSTRUCTION SAFETY ORDERS. T/11.E 8 CALIFORNIA AOMINISTRA TIV[ CODE. n-lE PLAN SHALL BE PREPARED BY A REGISTERED ENG/NffR AT n-lE CONTRACTORS EXPENSf. A COPY OF n-lE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO n-lE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM n-lE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT OCLL IN ADVANCE OF n-lE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURC[S ARE 0/SCQV[REO Wln-1/N ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE /MMEDIA ITT Y. ANO n-lE PERMITTEE l\1LL NOTIFY n-lE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL n-lE PERMITTEE HAS RECEJV[O WIIITTEN AUn-lORITY FROM n-lE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON n-lE SITE OR ADJACENT n-lERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPAR7URE OR OPERATION OF TRUCKS, EARn-lMOVING EQUIPMENT, CONSTRUCnON EQUIPMENT AND ANY omER ASSOC/A TEO GRADING EQUIPMENT SHALL BE LIMITED TO n-lE PERIOD BETOCEN 7:00 A.M. ANO SUNSET EACH DAY. MONDAY lHRU FRIDAY AND NO EARlHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON OCEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIOA YS IS AVAILABLE AT n-lE ENGINEERING OEPAR1MENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY n-lE CONTRACTOR TO n-lE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROV[O BY n-lE CITY ENGINEER. 1HF CONIRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG n-lF HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF n-lE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY Wln-1/N /HE AREA TO BE GRADED. NO TREES ARE TO BE REMOV[O UNLESS SPECIF/CALLY NO TEO ON n-lE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN /HE PONDING OF WATER IS NOT PERMITTED. ALL EARn-lEN SWALES AND DITCHES SHALL HAV[ A MINIMUM ONE PERCENT SLOPE. 25. lHESE PLANS ARE SUBJECT TO A SIGNED ANO APPROV[D SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHO.W AND AS APPROV[D BY n-lE CITY ENGINEER OR AS DIRECTED BY n-lE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. /HE SITE SHALL BE LEFT IN A NEAT ANO OROERL Y CONDITION. ALL STONES, ROOTS OR OlHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROV[D OF BY /HE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TEO, STABILIZED, PLANTED ANO/OR HYDROSfEDED Kln-1/N TEN (10) DAYS OF /HE TIME '111-/EN EACH SLOPE IS BROUGHT TO GRADE AS SHO.W ON n-lE APPROV[O GRADING PLANS. PRECISE GRADING PlANS BRESSI RANCH MEDICAL PLAZA -LOT 1 GPA 98-03(A), MP 178(A), CT 07-04, SDP07-03, PUD 07-04, SUP 07-01 PREPARED FOR BRESSI RANCH MEDICAL PLAZA, LLC CITY OF CARLSBAD, COUNTY OF SAN DIEGO ,CA GRADING NOTES (CONTD): 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY /HE CITY OF CARLSBAD LANDSCAPE: MANUAL, /HE LANDSCAPING PLANS FOR /HIS PROJECT, DRAWING N0.455-9L, AND/OR AS DIRECTED BY n-lE CITY ENGINEER OR PLANNING DIRECTOR. 29. /HE 0-.WER/APPL/CANT SHALL INSURE n-lAT ALL CONTRACTORS SHALL COORDINATE n-lE WORK OF /HES[ GRADING PLANS '111/H n-lAT SHO.W ON BOn-1 n-lE LANDSCAPE ANO /RR/GA noN PLANS ANO n-lE IMPROV[MENT PLANS AS REQUIRED FOR n-1/S WORK IN ACCORDANCE Win-I /HE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE '1111H A MINIMUM D-LOAO OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED OEPn-1 IS LESS n-lAN 15 FEET ANO BACKFILLED '1111H J/4" ROCK PER SORSO S-4 TYPE "C' ANO PIPE MEETS AS1M STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. '111-/ERE AN E:XIST/NG PIPE LINE IS TO BE ABANDONED AS A RESULT OF n-lE GRADING OPERAnON, IT SHALL BE REMOV[O Wln-1/N TW£NTY FEET OF BUILDING OR STREET ARE:AS ANO REPLACED '11/lH PROPERLY COMPACTED SOILS. IN OlHER ARE:AS /HE PIPE f\1LL BE PLUGGED '11/lH CONCRETE OR REMOV[O AS APPROV[O BY n-lE CITY ENGINEER. 32. /HE CONTRACTOR SHALL V[R/FY /HE LOCATION OF ALL EXISTING FACILITIES ( A80V[ GROUND AND UNDER GROUND ) Wln-1/N n-lE PROJECT SITE SUFF/CIENTI. Y AHEAD OF GRADING TO PERMIT /HE REVISION OF n-1[ GRADING PLANS IF IT IS FOUND /HAT /HE AC7UAL LOCATIONS ARE IN CONFLICT KllH /HE PROPOSED WORK. JJ. n-lE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR n-lEIR FACILITIES AND SHALL COORO/NA TE n-lE WORK Win-I A COMPANY REPRESENTA T/V[. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800~660-7J43 PACIFIC BELL (800 892-012J TIME WARNER CABLE (760 438-7741 COX COMMUN/CA T/ONS (760 806-9809 CITY OF CARLSBAO(STREETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEOCR,WATER & RECLAIMED WATER) (760)438-2722 'SAN OIEGUITO WATER DISTRICT (760)6J3-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 • VALLECITOS WATER DISTRICT (760)744-0460 • OL/V[NHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1J40 'AS APPROPRIATE J4. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADIN -n-lE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO OR GEOLOGIST TO G/V[ TECHNICAL ADVICE:, OBSERV[ ANO CONTROL n-lE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE. B. PRIOR TO EINAL APPROVAL OF A GRADING PERMIT -n-lE FOLLOWING REPORTS MUST BE SUBMITTED TO /HE CITY ENGINEER VIA n-lE PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO /RR/GA TION ARE INSTALLED IN CONFORMANCE Win-I CITY CODE ANO n-lE APPROV[D PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING OEPAR1MENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM /HE SOILS ENGINEER, WI-I/CH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STA /fM[NT AS TO n-lE EXPANS/V[ QUALITY OF /HE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. /HE REPORT SHALL ALSO INCLUDE A STATEMENT BY n-lE SOILS ENGINEER 1HAT /HE GRADING WAS DONE IN ACCORDANC[ Win-I n-lE REQUIREMENTS AND RECOMMENOA TIONS OUTI.INED IN /HE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS n-lERETO. (4) REPORT Win-I AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY n-lE CITY. J5. UNLESS A GRADING PERMIT FOR n-1/S PROJECT IS ISSUED Wln-1/N ONE (1) YEAR AFTER n-lE CITY ENGINEER'S APPROVAL, n-lESE PLANS MAY BE REQUIRED TO BE RESUBMI TTEO FOR PLANCHECK. PLAN CHECK FEES l\1LL BE REQUIRED FOR ANY SUCH RECHECK. ROBERT /RAZO P.E., SOUn-!ERN CALIFORNIA GEOTECHNICAL, DA TEO 01/2J/2006 SHALL BE CONSIDERED AS A PART OF /HIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE '11/lH /HE RECOMMENOA TIONS ANO SPECIF/CATIONS CON TA/NED IN SAID SOILS REPORT. 37. IN ACCORDANCE Win-I /HE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY /HIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM, STENCILS SHALL BE ADDED TO n-lE SATISFACTION OF n-lE CITY ENGR. LEGAL DESCRIPTION CITY or OCEANSIDE 711 PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP NOT TO SCALE CITY or VISTA 'DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE n-lA T I AM n-lE ENG/NffR OF WORK FOR /HIS PROJECT, n-lA T I HA V[ EXERCISED RESPONSIBLE CHARGE OVER n-lE DESIGN OF n-lE PROJECT AS DEFINED IN SECTION 670J OF /HE BUSINESS AND PROFESSIONS CODE, AND n-lAT n-lE DESIGN IS CONSISTENT KllH CURRENT STANDARDS. I UNDERSTAND n-lAT /HE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY n-lE CITY OF CARLSBAD DOES NOT REL/EV[ ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: FUSCO[ ENGINEERING ADDRESS: 6390 GREENWICH DRIVE, SUITE 170 CITY. ST.: SAN DIEGO CA 92122 TELEPHONE: a 858-554-1500 BY.·,<',la:/. . PAUL D. HAALAND DATE: tf/U/OC R.C.E. NO.: _____ __,6'-"J-"'65,,_.,6'-------- REGISTRA TION EXP/RATION DA TE: --=9~-3,,_.,0~-~0=8 __ SO/LS ENGINEER'S CERTIFICATE I, ROBERT TRAZO , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF /HE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN n-lE FIELD OF APPLIED SOILS MECHANICS, HEREBY C[RT/FY n-lAT A SAMPLING ANO S7UDY OF n-lE SOIL CONDITIONS PREVAL[NT WI/HIN m,s ~~ WAS MADE BY ME OR UNDER MY Q/BECTION BETOCEN /HE DA TES OF U::t-...,,1,r 3o , 20.t&._ANO JO:!Jv<>~ 2-'l , 20Co'-. TWO_ COPIES OF /HE SOILS REPORT COMPILED FROM n-1/S S7UOY. Win-I MY RECOMMENDATIONS S BEEN S~/T TO /HE OFFICE OF n-lE CITY ..--===-.. ENGINEER. \ --,,.,.Afl"' '<~ESs~ SIGNED: • ~~~?-1' G. ;>-~~ @P.E. No., ztss ~ tP . o \ DA TE: ho /cf{ ~ I No. 2655 m ucrNsE ExP1RA noN DA TE: ''l,13, lo, • ;'P· 12131;oa" .~ ,o.' <' . c,~ ·"' ·-1'. '-'ti:cH.'.-1." ~~-OWNER'S CERT/FICA TE !,;OFcA1..1,O I ( W£ ) HEREBY CERTIFY n-lAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY ANO ADVISE ON n-lE COMPACTION AND STABILITY OF THIS SITE. c,,,/gu/o~ (PRINT NAME BELOW LINE) -:,«..., 1 t::, 't)I It l~U?.O DA TE OWNER REFERENCE DRAWINGS WORK TO BE DONE n-lE GRADING WORK SHALL CONSIST OF /HE CONSTRUCTION OF ALL CUTS ANO FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 1HIS SET OF PLANS AND n-lE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl TEO ON lHESE PLANS. /HE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE mm /HE FOLLOWING DOCUMENTS, CURRENT AT /HE TIME OF CONSTRUCnON, AS DIRECTED BY /HE CITY ENGINEER. f. CARLSBAD MUNICIPAL COD£ 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. n-llS SET OF PLANS 4. RESOLUTION NO. 6365 DA TED 12-05-07 5. /HE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT AND RECOMMENOA noNS BY ROBERT TRAZO, SOU/HERN CALIFORNIA GEO TECHNICAL DA TED 01-23-06 7. n-lE SAN DIEGO REGIONAL STANDARD ORA WINGS AND AS MAY BE MODIFIED BY 1HE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED OCTOBER JO, 2007. 9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY FUSCO[ ENGINEERING DA TEO JANUARY 2008 flVIO NO. 937C350955 10. STORM WATER MANAGEMENT PLAN PREPARED BY FUSCOE ENGINEERING DA TED JANUARY 2008. Sf\MP NO 08-0007 11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK ANO CAL TRANS CONSTRUCnON SITE BMP MANUAL. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON 71-/ESE PLANS WAS GENERA TED BY PHOTOGRAMMETRY ME71-/00S FROM INFORMATION GA 71-/EREO BY PROJECT DESIGN CONSULTANTS PROJECT LOCATION /HIS PROJECT IS LOCA TEO WI/HIN ASSESSORS PARCEL NUMBER(S) 2/J-261-01 /HE CALIFORNIA COOROINA TE INDEX OF n-llS PROJECT IS: N: 1990 E: 6252 BENCHMARK OESCRIPnON; BRASS DISK IN CONCRETE IN A STD. SURVE:Y WELL LOCATION: ON CENTERLINE OF EL CAMINO REAL RECORDED: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R/800, 2B8+89EC ELEVATION: J11.407 MSL DA TUM: NGVD 29 EARTHWORK QUANTITIES CUT: 7,000 CY FILL: 4,510 CY IMPORT: CY EXPORT: 2,490 CY REMEDIAL: CY /HIS EST/MA TE IS FOR BONDING PURPOSES ONLY. ANO NOT TO BE USED FOR CONSTRUCTION BIDDING. CONTRACTOR TO INOEPENDENTI. Y V[R/FY ALL EARn-lWORK QUANTITIES. DEVELOPER DAVID DIRIENZO URBAN W£ST SHEET INDEX TIil.[ SHEET ANO NOTES SECnONS ANO DETAILS SITE PLAN PRECISE GRADING PLANS HORIZONTAL CCNTROL U TILi TY PLANS SHEET 1 SHEET 2 SHEET J SHEET 4 SHEET 5 SHEET 6 ITEM PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR DA YI..IGHT LINE CUT/FILL SLOPE LEGEND STANDARD DRAWING TOP OF CURB ANO FINISHED SURFACE ELEVATION SPOT ELEVATION FLOWI_/NE ELEVATION 6" & o• CF CONG. CURB (CURB ONLY) SDRSO G-1 6" CONG. CURB & GUTTER SDRSO G-2 PROPOSED WATER EXISTING WATER EXISTING GAS MAIN PVC SEWER MAIN, SOR-35 (SIZE PER PLAN) SYMBOL ----------·- ------967 -- ----II---- T T T TC 29◄.19 FS 293.69 ~ 970.00 FL ---- --1,1-- -\I ---GAS--- QTY. 1846 L.F. 8J5 L.F. 387 L.F. 118 L.F. EXISTING PVC SEWER MAIN (SIZE PER PLAN) PROPOSED STORM DRAIN (SIZE PER PLAN) -------SD ---·-774 L.F. PROPOSED CLEANOUT (ADS DRAIN BASIN 24" STANDARD; 24' SOLID) EXISTING STORM DRAIN TYPE-8 CONCRETE DITCH POTABLE WATER SERVICE: FLOW DIRECTION ANO SLOPE UGH T OU TY /PARKING PAVING HEAVY OU TY PAVING HEAVY DUTY CONCRETE DE:T AIL CALL OUT CURB DATA STORM DRAIN DATA (SHEET C6.0) CONSTRUCTION NOTES SDRSD DWG. D-75 WS-01, WS-02, WS-03 • -----® 2.0% DETAIL LETTER ------m SHEET NUMBER__s::£1 © (t) A) ( KEY-MAP 111111 1"=100' I REQUIRED TREATMENT CONTROL BMP TABLE 6 EA. 485 L.F. ~ ' ~ N I 8-; 0 TYPE DESCRIPTION OWNERSHIP MAINTENANCE MAINTENANCE ~ ··· AGREEMENT SHEET NO. FREQUENCY ~ . -------t,...,,-=:--,--t----:---+-------11----f---=----+1 '~ f, LAYERED MEDIA TO BE FORMED INCLUDED IN MONn-lL Y IN ~ MODIFIED SAND FILTER TRENCH (J) ALLOWING PROPERTY STORM WATER CONJUNCTION f\1/H ~ ~ STORMWA TER MANAGEMENT MANAGEMENT J REGULAR INFILTRATION TO ASSOC/A TION pe!;(<ff. P._, p LANDSCAPING ~ SUBORAIN c--a . f-------t-==::..:::..:--+-----+/.A4~,t,,►.llll~, iu;q..-+----+------~ 1f I SUSMP PROJECT PRIORITY _..cH::.::IGH::.._ ____ _ P~IN~EPARTMENT APPROVAL "AS BUILT" (SiGNEb;" DATE:8'/2~08 ~£/A~~/--- ,{)o;t/ NE(A I PLANNING DIRECTOR <i) .. ;.D ~ (SIG ► DATE: 8 fe. 7 foe RCE (.'3~51. EXP "l·?P-IO DATE LOT 1 OF CARLSBAD TRACT CT-02-15 BRESSI RANCH IN 71-/E CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP 71-/ERE OF, NO. 14960 FILED IN 71-/E OFFICE OF 71-/E COUNTY RECORDER OF SAN DIEGO COUNTY. FEBRUARY 4, 2005. BRESSI RANCH MEDICAL PLAZA, LLC. ARCHITECTURAL PLANS gJ/i £ Sii//lil ,1/M E!l.',i:l, /~f(O /!WCIJ ~ LANDSCAPE PLANS CBOB-0114 455-9L 955-9 451-9A 936 E. SANTA ANA BL VO. SANTA ANA, CA 92701 PH:(714) 567-9260 FAX:(714) 567-9269 RECOMllENDED BY:J)M~<t\ µ._\v'e It. ~CN DATE:O6/2O/2OO8 . (PRINT NAME) D &A/l/M-4.IM, 6"' ~i'el' ~/.31--w'f IMPROVEMENT PLANS PH:(714) 567-9260 IIJwt<JM«l' ea,ocll,C-' PRECISE GRADE PLANS FAX: (714) 567-9269 'jl.U,o EL CAMINO REAL CORP. CNTR. --• ~iil 111 . = FUSCOE h11 .. --= CARLSBAD MUNICIPAL WATER DISTRI ENGINEERING 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554.1500 <>fax 858.597.0335 www.fuscoe.com DAv1D A. DATE P' . CITY ENGINEER R.C.E. 33081 EXP. 6/30/08 fsHml CITY OF CARLSBAD 1----+----+-----------------l----l---.J..------1---1 ~ ENGINEERING DEPAR™ENT DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DATE INlllAL QTI,ER APPROVAL DA TE INITIAL CITY APPROVAL GRADING PLANS FOR: BRESSI RANCH MEDICAL PlAZA TITLE SHEET APPROVED: m ~USER DEPUTY CITY ENGINEER PE 33081 ~/ #08 EXPIRES 6 30 /q ~ OWN BY: CHKD BY:~ RYWD BY:~ PROJECT NO. CT-07-04 DRA'MNG NO. 455-9A R/W 36' 10' 26' 4.5' 5.5' FIRE H'rDRANT ~fMO~?f 2: 1 MAX.~y, it . '"'/~%, ' y 'Y'.'c< < ·-Y-, DRY unuTY TRENCH LOCA nONs PER DRY unuTY PLANS 4• P.C.C. SIDEWALK 6" TYPE "G" CURB & GUTTER 12' ~~ >'~ t;J "' 72' 14' ---.. I \ \ I ..... J6' 26' 5' 14' 7' R/W 4.5' fH'il,uGHT PLANS~?!' 2:1 MAX • ffEsJ1~1fa • PLANS (TYi'.) A EXISTING PUBLIC STREET -TOWN GARDEN ROAD 2 TYPICAL SECTION EL CAMINO REAL 4' If GAS MZN DRY unuTY TRENCH SEl\£R LOCA noNS PER DRY unuTY PLANS 54' NOT TO SCALE PROPOSED BUILDING LANDSCAPED AREA AT 27' MIN. D-75 TYPE D BROW DITCH PER SDRSD C UTILITY EASEMENT ALONG EL CAMINO REAL 2 SECTION NOT TO SCALE UGHT DUTY AC PER DETAIL n-llS SHEET 6" CURB PER DETAIL-~~;~ GRASS PONDING LIGHT DUTY AC PER DETAIL n-llS SHEET FINISH GRADE COMPACTED TO 907' RELA nVE COMPAcnoN IMPERMEABLE LA YER ON SIDES 10 MIL VISQUEEN OR EQUIVALENT 6" PERFORATED PVC SUBDRAIN 2 1 IJ.JAX WASHED BANK-RUN GRAVEL 8" J" UINIFORM MIX OF PLANnNG SOIL 'Min 'j01. C,,"'\PAOI oN 11. I!," p,1.t:o'T,I. ~1!1!:\) SE¼~ l'iiA.T OJl"ll\ 1oY, C.<>"'-~o¼.'TI MIRAFI 14 R Ml FABRIC LA \'ER 16" SAND ASTM JJ FINE A EGA TE 'Mn-I 'jcSI. COMPACnON D MODIFIED SAND FILTER TRENCH 2 UGHT DUTY AC PER DETAIL n-llS SHEE:T SECTION GRASS/BIOSWALE -~ CURB AND GUTTER VARIES 57' MAX FINISH GRADE COMPACTED TO 907' RELA T/VE COMPACnON IMPERMEABLE LA \'ER ON SIDES 10 MIL VISQUEEN OR EQUIVALENT 6" PERFORATED PVC SUBDRAIN WASHED BANK-RUN GRA \/EL 8" If. I I I NOT TO SCALE J" UINIFORM MIX OF PLAN nNG SOIL 'Mn-I 'i_df.. COMPACnON g• l:>T\~<rn,. 9-..,r.<!b $El:>~e 1>e.,,., \11\'t\t 'IP'/, C.C,...tJ>.C.TION Nf/E&!l.l:Wfi....QK~IJ.t,/j'..£/J.TER FABRIC LA\'ER 16" SAND ASTM JJ FINE A GREGA TE Mn-I 10'(; COMPACnON E MOD. SAND FILTER TRENCH AT SLOPE 2 SECTION NOT ro SCALE TAPERED CURB CUT DETAIL 6" CONC. CURB NOT TO SCALE EB 6" TYPE "G" CURB ONLY PARKING 15' ANO 20' UGHT DUTY AC PER DETAIL DRIVE AISLE SECTION R/W I J6' I 10' 26' DRIVE AISLE HEAW DUTY AC PER DETAIL n-llS SHEET 72' J6' 26' ~~ :~ PROPOSED \C::. BUILDING \\ 27' MAX ''°' -.. PROP. SIDEWALK 6" TYPE "G" CURB & GUTTER NOT TO SCALE R/W 10' 7' WA TER'.i---'----.i G METROPOLITAN STREET 2 TYPICAL SECTION t/ " ASPHALT CONCRETE-7Lh4f*~/'..A '1 " AGGREGATE BASE-~.jo:0:: ,,; rn,x-9mw NOT TO SCALF: -5" PORTLAND CF:MF:NT CONCRETF: W/ REINFORCEMENT (6X5-W2.9XW2.9 WWF) AT MID HEIGHT IN SLAB 12" COMPACTED SUBGRADE (95% MIN. COMPACTION >:;::: >:;::: >;;z ,, '/, >;: 12" COMPACTED SUBGRADE /N l\<uf.'l)N>C.~ vJtl\ «t.S -11) LIGHT DUTY PARKING AC PAVING ,, ,A .~-(95% MIN. COMPACTION) PORTLAND CEMENT CONCRETE NOTES: 1. ALL SECTIONS GIVEN ABOVE ARE BASED ON R VALUES GIVEN IN GEOTECHNICAL REPORT ADDENDA. AN R-VALVE OF '15. AND A TRAFFIC INDEX OF'l,S F•ll P~''-UIC!f .ll<I> $ .F•L 1)1t11t ,l.\'!,Lli">. J J"TYP _J I 24" TYP I ,_ 6"TYP ' l: ~ ~ 12 ;:: olf.l ;:: ~, ~ ~ A ~ ill ~ 0 d ~ ;.., / " CL RCP _ -J' OPENING ~ ;:: n ~ Vi :z: f'C ;:: <( ol f;l I?: ~ g; ;.., 0 C, ill ~ 0 d ~ "F" CATCH BASIN PER SORSO DETAIL 0-7 12"± / ,ir:J? \'3 'S:---- 12: 1 f\.. ~ \JV SEC DON A A A FL BROW DITCH PER PLAN CONNECTION BROW DITCH TO "F" CATCH BASIN DETAIL NOT TO SCALE SHORELINE INSTALLATION APLICACIONES PARA LAS LINEAS COSTERAS IIOSION CONTR.OL Product.a- G"1ui,dntul SOLUTIONS 1---+-2·-s· (5 CM -12.5 CM) 2. SHOULD CONFORM TO "GREF:NBOOK" SPECIF/CATIONS ,_,.':, '" ce.N)l.~b 11> "~ LV'<'<r ",s'/. OP 't\\-1!. '> . _ M~~I-L.L M/1..>C. ~1!-1'>'!.!TY M, '1::>11.16-~\/II Eb f.V At, 4. PCC SECTIONS ASSUME 28-DAY FLEXURAL STRENGTH OF 3000 PSI AND A HIGH SUBGRADE SUPPORT .... ~T"" 1:.-7tl,; .Company 5. CRACK CONTROLS FOR PCC PAVEMENT TO BE PROVIDED ON A MAXIMUIM SPACING OF 10', EACH WAY. 6. CONCENTRATED TRUCK TRAFFIC AREAS TO BF: REINFORCED W/#4 BARS AT 18" ON-CENTER, EACH WAY. ([) PAVEMENT SECTION NOT TO SCALF: ?,. >.<."l>itlsU" ,....,,G,!le«."'1~ l:.1'<!>1!. <.c"~'!.1!. -'bli. (.b""~~'l:I ib "'" t.V.':>, '\'i,'I. ei' 1\\'o. "''""" '1)-1!.!>1 M"'l-1~~""-. ~ t.~:r.rty, i\\l'! .-.t..C..f..~ '-'"'tt-e.~"-'°"~-:,~ ~ u..,,,_,~,-o'"" C'?,.l~ltt!) '-'"-~'-~'-ii. Q.1<1'~ (.C.~b') o~ C.~'!,l\l!i') ~C.~ LW.~ \•u~ ll:J<I,.~ (c.MI!.\. 8' o• CF 4' 2' 71 I ~~~ CURB 8' 6" CONG. CURB 8' SECVON 8' o• CF ~ • CONG. CURB 8' WIDE PARKING STALLS PLAN CURB OPENING 8' 8' 4' 2· ,. I I 454,g HIGHWAY 41 NORTH EVANSVILLE. IN +7725 aoo-112-2040 -www.nogreen.com 1. FOR EASIER INSTALLATION, LOWER WATER FROhl LEVEL A TO LEVEL B BEFORE INSTALLATION. 2, PREPARE SOIL BEFORE JNSTAl...l..lNG ROLLED EROSION CONTROL PRODUCTS (RE~'1), INCLIJD!NG ANY NECESSARY APPLICATION OF LI~E, FERTILIZER, AND SEED. J. 6'EGl!t AT THE TOP OF THE SHORELINE BY ANCHORING THE BLANKET IN A 6° (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12• (JO CM} OF EXTENDED BE'fOND THE UP-SLOPE PORTION QF THE TRENCH. ANf:HO~ TI-lE BLANKET Wm-I A ROW OF STAP~E.S/STAKES N'PRO)(IMATil.Y 12" (JO CM) N'AAT IN THE BOTTON OF THE lRENCH, BACKFILi. AND CO~PACT tHE TRENCH N"TER STAPLING, APPLY SEED TO CO!i!PACTED SOIL AND FM REMAINING 12.• (JO CM) PORTION OF BAG~ OVER SEED AND COl.1PACTED SOIL SECURE OYER COIIIP/CfED SOIL wrrH ,., ROW OF ST/\PLES/STAKES SPACED APPROXIMATB..Y 12• (JO CM) I\PMT /\CROSS THE WIDTH OF THE BLANKI.T. -1-, ROLL RECP'1 EITH~ {A) DOWN THE SHORELINE FOR LONG 6ANKS. (TOP TO OOTT0!.4) OR (B.) 1-tORIZONTALLY ACROSS THE SHORELINE SLOPE. RECP'11 WILL U~ROU WITH APPROPRlo\TE Sll'>E AGAINST THE SOIL SURrACf. ALL RECP-1 MUST BE SECURELY FASTENED TO SOIL SURFACE BY P~ING STAPLES/STAKES JN APPROPRIATE LOCA.TlONS AS SHOWN IN THE STAR.E PATTERN GUIDE. WHEN USING TI--JE DOT SYSTEr.t , STAPLES/STAKES SHOULD Bf PLACED THROUGH EACH Of THE COLORED DOTS eoRRrnPONDING TO Tl-IE -'PPROPR~TE: STAPlE PATTER~. 5. THE EDGES OF ALL HORIZONTAL AND V[RTICAL SEAMS IJIUST BE STAPLED WJTH APPROXIMAT£LV 2• -5• (5 CM -12.5 CM) OVERLAP, NOTE: • SEAM 0\/EIRAP SHOULD BE SHINGLED ACCORDING TO PREDOt.llNANT ERDStve: ACTION, 6. THE EDGE OF THE BLANKET AT OR BELOW NORMAL WATER LEVEL MUST BE ANCHORED BY PLACING THE STAPLES/STAKES IN A 12· (JI) CkO DEEP )( s· (\ 5 Ct.1) WIDE ANCHOR TRENCH. ANCHOR rnE BLANKET Willi A ROW OF STAPL.ES/STMES SPM:ED APPROXIMATELY 12• (J() CM) APART IN Tl1E TRENCH. BACKFILL AND COMPACT TI,E TRENCH AFTER STpPUNC (STONE OR SOIL MAY BE USED AS BACKFi..L) NOTE: " IN LOOSE SOIL CONDITIONS, THE USE Of STt-PLE OR STAKE lENClHS GREATER THAN a• (1 ~ CM) MAY BE NECESSARY TO PROPERLY ANCHOR TI--lE RECP'11. LEGEND DESCRIPTION DWGNO. Bn.fOOL QUAN1TIY £ ST//£ SEWER LINE WATER LINE EXIST. GATE VALVE EXIST. BLOW ASSEMBLY 400-8, 400-8, 400-8, 400-8, 400-88, 400-BC 400-88, 400-BC 400-88, 400-BC 400-88, 400-BC ASSEMBLY 400-8, 400-88, 400-BC PROPERTY LINE PROPOSED 8" WATER LINE PROPOSED 8" SEWER LI NE PROPOSED STORM DRAIN LINE SEWER DROP ACCESS HOLE 6" SEWER SERVICE LATERAL WATER GATE VALVE (SIZE PER PLAN) BLOW-OFF ASSEMBLY A IR-VACWM VAL VE ASSEMBLY CMWD W-7A DETECTOR CHECK VALVE ASSEMBLY CMWD W-22 . IRRIGATION SERVICE FI RE HYDRANT ASSEMBLY CO/CRETE TIJJIUST s PROP 8" FI SERVICE PIV/FQ WITH CONCRETE PAD R MA IN QEA/IKJUT llOIION COMTllO-l t,t,~m- G"v,,,.1uf IQl.!IITIOfll• • A~ Company CMWD W-4 CMWD W-12 CMWD W-15 • W-18 S-6 STAPLE PATTERN GUIOE 8' (2.4 M) WIDE ROLLS PARA EL ENGRAPAOO 8' (2.4 M) ROLLE ANCHO ® s ---w--- r---- ---.. ··lt!iit----· 400 LF 118 LF --0-1 EA. ® 2 EA. 5 £A. 1 £A. ■ 1 EA. El 1 EA. ® 1 £A. l 2 EA. ► 16 185 LF l·O: o I 1 EA. 0 141,d HIG.f!WA'f 4-1 NDftTH £\IANSVJLLE. IN 4772ll 800-772-20;Q ww•.n.e;ii--e,n.e<.>m Reco1mnend&cl Slfl&ilet per Rtlll on a fl. (2.4 in) Wide 1 • • 112 ft {34,14 1n) lont Roll, -~ (100 sq. rd,/ 83,11 ,q. m) -2.01J !0-01Mj P.\1T£RI uuA.rmn • f--• 0.1 STAPlES PER SQ. YD, (0.8 STAPLES PER SQ, M) 4.0a(1.22MJ 0.7 GRAPAS POR Vil CUAD A B C D E @ (O.SGRAPASPORMCUAO) @ ~'~-•--•--• --~' -'~-___ .., __ . -~' 2.0D' !0.61 MJ 4.DD' (1.22M) • • I I --r I • • 2.00' [0.61MJ 4.0~tt.22MJ • U STAPLES PER SQ. YD. (1.5 STAPLES PER SQ. M) 1.3 GRAPASPORYOCUAO (1.5 GRAPAS POR M CUAD) @ 3.oa [0.91MI 1.50' (0.46M) I I :--? i--+-2.oa [0.61MJ 4.oa 11 .22MJ . ~ • • • • • • • • • 3.4 STAPLES PER SQ. YO. (4.1 STAPLES PER SQ, M) 3.4 GAAPA8 POR YO OlJAD (4.1 GIW'A8PORMCIJAD) 3.00' [0.9iMJ • • I.SO' [0.46M) • • • 1---1--2.oa 10.e1t.11 • 1.7 STAPLES PER SQ. VO. (2.0 STAPLES PER SQ. MJ 1.7 GRAl'AS POR YD CIJAD (2.0 GAAPAS POR M CUAO) ® 4.oa [I .22MJ 3.00' (0.91M) t--t--t--•--~' 1.50' [0.46MJ • • • • I I ••• • • • 1---'-----'---'-I-1 .oa to.aoMJ ••• -'"1 2.oa [M1MI • • • • • • -.i ,.oa J0.30MJ • • • • • • 3.8 STAPLES PER SQ. YO. (4.3 STAR.ES PERSQ. M) 3.8 GRAPAS POR YO CUAO (U GFWAS POR M CUI\DJ " 130 170 MO 360 PLANNING DEPARTMENT APPROVAL "AS BUILT" (SIGNED) DATE: / / PLANNING DIRECTOR (SIGNED) DATE: I /4., /~, RECOMMENDED BY: J)A.-.l ;~ ( µ_._\yl!,t..~c,N (PRINT NAME) EXP. 1·'!.0-l0 INSPECTOR 7/J/Oo/ DATE :t--/;,/,'}_ DATE CD DETAIL NOT TO SCALE f----+-----1f--------------1-----1---+---+--~ I sHiET I CITY OF CARLSBAD I sHE;Ts I ;:::::=='...'::::=::::::E:::N::G::IN:::E::ER:::IN:'::G:::::::DE:::P:=AR:::TM::=:E:::N:::T ==='--'===: l!ll~~ FUSCOE ENGINEERING 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 <fox 858.597.0335 www.fuscoe.cOrn CARLSBAD MUNICIPAL WATER DIST DAVID A. H DATE D TY ENGINEER R.C.E. 33081 EXP. 6/30/08 DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: BRESSI RANCH MEDICAL PLAZA SECTIONS & DETAILS APPROVED: DAVW~ .J/1.. 6~ DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 ,,, D~ DWN BY:£ CHKD BY: RVWD BY: PROJECT NO. CT-07--04 DRAv.1NG NO. 455-9A 1111t08 , l I' ~ 3, f, '$ . <ii:' t .,, N I ~, O' ~ ~ 1 ~' 9 ~ N· ;3,, ~ t ". ~ ~ ? ~· t ~. o..; ~- ~ r ~ ~. il,\ I g ~-i t;; h \ii N + ~ I ffi ~ a, ~ i > ' . , I, •=, .. I .· " I I I I -- -- rovyN.GARDEN ROAD - l(i PROPOSED ±265' RETAINING WALL SEPARATE PERMIT OUTDOOR LOUNGE AR SEE LANDSCAPE PLANS N89'17'12"W I I I SPECIAL NOTES REQUIRED 1.) MAXIMUM P[RMITTEO CROSS SLOP£ OF AN ACC£SSIBLE ROUTE OF TRAVEL TO BE 1/4' PER FOOT. 2.) ANY ABRUPT LEVEL CHANGES WILL BE < 1/2' ALONG ANY ACCESSIBLE ROUTE OF TRAVEL. WH£N CHANG£S OCCUR, TI-f[Y SHALL El£ BEVELED w,n-, A SLOPE OF< 1:2. LEVEL CHANGES OF 1/4" MAY BE VERT/CLE. NOTE: IF LEVEL CHANGES OF > 1/2" TI-fEY MUST COMPLY WITI-f R£QUIREMENTS OF CURE/ RAMPS. J.) FIRE HYDRANTS TO COMPLY WITI-f CITY OF CARLSBAD ENGINEERING DEPAR™ENT STANDARDS, AND SPEC/FICA TIONS FOR ON SITE FIRE HYDRANTS. c:i -- BROW DITCH SITE PLAN 7" = 20' - - PROPOSED ±265' RETAINING WALL SEPARATE PERMIT REQUIRED -- ii~ FUSCOE ENGINEERING 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554.1500 ofax 858.597.0335 www.fuscoe.com -la LANDSCAPES MAINTENANCE EASEMENT PE MAP· l 4960 TO REMAIN --..:::...~ '• ·;;;;..;------~~.,,, N20'39'28"[ 21.54' \ \ \ \ \ \ \ I LEGEND PROP. PARKING LIGHT P[R LIGHTING PLAN PROPOSED CLEANOUT (ADS STRUCTUR[) PROPERTY LIN[ S[T BACK LIN£ L/S MAINT[NANC£ EAS£M[NT LIN£ TYP£-8 CONCRIT[ DITCH P£R SDRSO 0-75 PROP. LIGHT FIXTURES PILASTER P£R LANDSCAP[ PLANS PROP. BOLLARD P£R LANDSCAP[ PLANS -------- ■ Iii • REQUIRED TREATMENT CONTROL BMP TABLE MODIFIED SAND FILTER TRENCH PLANNING DEPARTMENT APPROVAL (SIGNED) DATE: / / PLANNING DIRECTOR 0 .. ; .,0 It). DATE: dl ~7 {, (SIGNED) O/~ /C'lJ RECOMKENDED BY: Tu.,:, I Ji ... lv,,.so,v (PR NAIii) 3 EA@ ±70' "AS BUILT" EXP. 1•!.0-IO D ~:../ ./ 1/,/,,/l-r= 7/1/09 DATE 1---+------if-------------1----1---+---+---1 [ SH;ET [ CITY OF CARLSBAD j SHE:Ts [ ENGINEERING DEPARTMENT ~G;;R;:;AD:;;:IN;:::G,.':::;P:;:LAN:::;::;:S;::;FO~R:::::::::::::::::::::::::::::::::::::::::::::====:'..:::==:::: 20 10 0 20 40 60 ~I -~>----i __ 1f------ll GRAPHIC SCALE IN FEET CARLSBAD MUNICIPAL WATER DIST DAVID A. DATE DATE INITIAL ITY ENGINEER R.C.E. 33081 EXP. 6/30/08 ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DTHER APPROVAL DATE INITIAL CITY APPROVAL BRESSI RANCH MEDICAL PLAZA DWN BY: CHKO BY:~ RVWO BY:~ PROJECT NO. DRAWING NO. CT-07-04 455-9A 111408 3 ~ i • ~ • i ;;\ ~ ~ ~ I ~ I s u ~ ~ "' >· ~ ~ a 1 ~ u w ~ u ~ ? 3 / u L w / < ~ ~ ~ u 3 I ~ ~ ~ ~ ; ~ / ~ i" ~ t;; ~ C :1 ~ w~ + ~ a a~ m _, :} a, Y1 ~ [i i ; :;; • ' I I j ' i I 1 I I I ·, I I ' I ' I I ' I I I I I I --J u5 00:: 0 z -J iii I I I I I I I I I I I I I ' \// I I I I' I I I i I I I I I I I I I I I I I I I I I I I I I I I ! / I I I // -"] I . ' I I I I I i I I J I I I / I i/ I I ,:/ I I I i I f I I ' j I I I I I I I I I \ _ ~ TC 293.ID \ \ \\ \\ , ====";=====--=-=-~:;'.:i;;!s~,,'.~92=,60:S-c;'-~ ~ , 001° ' ~ \ \ \ I ! ~---------:-J_!l-7: _-_ :_: -------------~ 3Q5 5 HF) - - ---- -l -------,r:-----==---f-ay'I?-"'~.,._.--..., I f I l I I I I i I I I BW 300,00 TW305.00 TF 117.~':> VISIBLE HT,-&' TOTAL HT. -?' CONSTRUCTION NOTES CD PARKING PAVING, SEE @ @ NOT USED @ LIMIT OF CONTRACT (D TYPE G CURB PER SDRSD G-1 @ TYPE G CURB & GUTTER PER SDRSD G-2 @ TAPERED CURB CUT PER DETAIL @ (D STAMPED CONCRETE PER LANDSCAPE PLANS @ PAINT STRIPE @ CURB OPEN!NG PER DETAIL@ @z ~ M~,46@z TW 305.80 f--;-,--,~-,-¥,-7, TF t4••"" 2 VISIBLE HT.-7' , 1 TOTAL HT. WI FOOTING-, _ ... REQUIRED TREATMENT CONTROL BMP TABLE @) MODIFIED SAND FILTER TRENCH PER DETAIL®@ CDY'BROW DITCH PER SDRSD DWG. NO. 0-75 TYPE B. @rRETAIN/NG WALL PER SEPARATE PERMIT lf J' WIDE, 4" DEEP CONCRETE GARDEN CHANNEL if PYLON SIGN PER SEPARATE PERMIT ~NOT USED @)"' LIGHT FIXTURE PILASTER (TYP.) MODIFIED SAND FILTER TRENCH 3 EA.@ ±70' i~~ FUSCOE ENGINEERING 6390 Greenwich Drive, Suite 170 'sa·n Diego, California 92122 tel 858.554.1500 <fox 858.597.0335 \ I 20 10 0 20 1~~~1----i 40 I GRAPHIC SCALE IN FEET CARLSBAD MUNICIPAL WATER DIS DAVID A. A DATE i I \ \ I I 60 I ITY ENGINEER R.C.E. 33081 EXP. 6/30/08 I I \ \ \ \ /, // /1 / , I/ r I I I I I I I I I I I 1\ I \ f, I\ \ I \ \ \ \ \ 0 \ ~..., \ \ \ \ \ \ \ \ \ \ PORTION OF MET~OPOLITAN STREET DEDICATIO PER _,o"'°"/ I / I I I I I I I I ! I I I I I I I ' I '' I l \ ! I I PROPOSED TYPE B BROW DITCH PER SDRSD D-75 #6 @ 16"0.C. PER STRUCTURAL CALCULATIONS TEMPORARY 60" BACK CUT. FOR WALL CONST. & BACKFILL SEE GEOTECHNICAL REPORT. SLOT CUT (6'-10' OF WALL LENGTH) TO BE FIELD DETERMINED BY GEOTECHNICAL ENGINEER. CONTRACTOR RESPONSIBLE FOR ALL OSHA REGULATIONS DURING CONST. FOR WORKER SAFETY. 10.00' DAYLIGHT LINE WALL TO BE CONSTRUCTED PER SEPERATE WALL PERMIT APPLICATION IN THE BUILDING DEPARTMENT / I ESXISTING GROUND PROPOSED LANDSCAPED AREA PROPOSED 18" ADS ADVANEDGE PIPE / / 3.68' PROPOSED 6" CONC. CURB FINISHED ASPHALT SURFACE 1.00' A 4 6" AGGREGATE BASE 0 0 ,,; 12" COMPACTED SUBGRADE 2.75' 1.25' 2.00' 6.00' NOTE: R£FER TO WAU .. Pt..-..i'\. foll W"1 .. L <.uN\ftu<.XIOrJ. TEMPORARY 60' BACK CUT. FOR WALL CONST. & BACKFILL SEE GEOTECHNICAL REPORT. SLOT CUT (6'-10' OF WALL LENGTH) TO BE FIELD DETERMINED BY GEOTECHNICAL ENGINEER. PROPOSED TYPE B BROW DITCH PER SDRSD D-75 #6 @ 8"0.C. PER STRUCTURAL CALCU LA Tl ON S WALL TO BE CONSTRUCTED PER SEPERATE WALL PERMIT APPLICATION IN THE BUILDING DEPARTMENT CONTRACTOR RESPONSIBLE FOR ALL OSHA REGULATIONS DURING CONST. FOR WORKER SAFETY. 10.00' EXISTING GROUND~ PRDPOSED LANDSCAPED AREA PROPOSED 18" ADS ADVANEDGE PIPE 8 PROPOSED 6" CONG. CURB --FINISHED 4" ASPHALT SURFACE B 4 6" AGGREGATE BASE 12" COMPACTED SUBGRADE / . 2.00' .00 1.25' 2.00' 4.25' 0 "' I / I I "' 18 <D • ~ ci I') ... 0. ..... ..... o. o •. ;., I') I I NOT ro SCALE I I I I NOT ro SCALE PLANNING DEPARTMENT APPROVAL "AS BUil T" (SIGNED) DATE: / / PLANNING DIRECTOR DATE: 8/47 fa:t RECOll!IENDED BY: n .. N; rl H-o.lit~f~™ (PRINT NAME) RCE 63~51, EXP. 'f-!,o•IO DATE !~SPECTOR DATE 1----+--+-------------t---t----r----,~ I SH~ET I CITY OF CARLSBAD I sHE:Ts I ~~~.'.::;;;:=;:;;:=;EN~G~IN;::E:::::ER=IN::::G=D:;E::=P::::AR=TM::::::::EN=T====--====; GRADING PLANS FOR: DATE INlllAL DATE INlllAL DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL BRESSI RANCH MEDICAL PLAZA PRECISE GRADING PLAN DWN BY:£ CHKD BY: RVWD BY: . ,._. PROJECT NO. CT-07-04 DRAWING NO. 455-9A www.fuscoe.com L..---------------------------------------------------------------------- I ~ ;), I / ;; · 111408 I I I I I I I I I i /2 I I I I I I I I I u:J I I I I I I I I I I I I I I I I I I I I I I NO. DELTA/BRG 1 N00'43'E 2 t:.= 90'00' 3 N89'17'W 4 N00'43'E 5 t:.= 61"14' 6 N89'17'W 7 t:.= 17'23' 8 t:.= 65'10' 9 N08'09'E 10 t:.= 90'00' 11 N81'51'W I 12 N08'09'E 13 N81'51'W H t:.= 90°00' 15 N08'09'E 16 N81'51'W 17 N08'09'E 18 t:.= 14'58' 19 N07'09'W ~ t:.= 180'00' 121 N07'09'W (. ! •• I ' I . ! • I I I I : I I I I I / • I I I I I I I I I I I I I I I I I I I ,' I I I I I - CURB RADIUS -- 3.00' -- -- 20.00' -- 50.00' 6.00' -- 3.00' -- -- -- 3.00' -- -- -- 358.00' -- 3.50' -- I I I I i I I DATA LENGTH 17.33' 4.71' 1.50' 13.62' 21.38' 75.19' 15.17' 6.83' 2.27' 4.71' 15.00' 100.00' 20.00' 4. 71 ' 22.50' 38.00' 2.00' 93.50' 14.52' 11 .00' 14.52' I I fl I I I I I I rst-::n-. I I I I I I - - I REMARKS TYPE G-1, 6"CF •• • • " . • • 6" ,o• CF SEE SHT. 3 •• • • •• • • • • COLD JOINT • • •• •• •• TYPE G-1, 6"CF • • " . •• • • N 0. 2 4 5 26 7 8 29 30 31 32 33 34 35 36 3 138 39 40 41 4 CURB DATA DELTA/BRG RADIUS LENGTH t:.= 13'36' 358.00' 85.00' N21'19'W --15.00' t:.= 90'00' 3.00' 4.71' N68'41 'E --3.00' N21 '53'W --25.00' N68'39'E --2.97' t:,. 90°00' 3.00' 4. 71 '· N21'21'W --12.00' t,,. 04'34' 416.00' 33.20' N16'47'W --12.01' t,,. 89'34' 3.00' 4.69' t,,. 01'39' 401.00' 11.54' t:.= 77'43' 3.00' 4.07' N02'25'W --0.93' N00"43'E --4.33' N89'17'W --80.00' N00'43'E --10.26' t:.= 76'36' 6.00' 8.02' N77'19'E --9.25' t:,. 103'24' 6.00' 10.83' N00'43'E --12.40' T?WN GARDEN ROAD (72' ROW) I @I - - REMARKS NO. TYPE G-1, 6"CF 43 • • 44 • • 45 " • 46 • • 47 • • 48 • • 49 • • 50 TYPE G-2, 6" CF 51 • • 52 • • 53 • • 54 . " 55 . " 56 TYPE G-1, 6"CF 5 • • 58 • • 59 • • 60 • • 61 • • 62 .. .. 63 - - <o':i I -----i I ________ j I --I -7 I -7--J I --1------- 68 I ... · ,. 71 !~~ / 5 H I -----------J I U I --------H I H I -----H I --ll I N I I -- CURB DATA DELTA/BRG RADIUS N89'17'W -- N00'43'E -- t:.= 97'01' 3.00' N82'16'W -- t:.= 27'51' 47.00' N69'52'E -- t:.= 64'04' 15.00' t:.= 60'12' 15.00' N69'52'E -- t:.= 96'32' 20.00' t:.= 111•45' 3.00' N81 "51 'W -- N08'09'E -- N81"51'W -- t:.= 79'27' 6.00' N02"24'W -- N08'09'E -- N81'51'W -- t:.= 176'47' 3.00' t:.= 05'15' 401.00' t:.= 98"28' 4.00' LENGTH REMARKS NO. 110.50' TYPE G-1, 6"CF 64 17.00' •• 65 5.08' •• 66 59 .31' • • 5- 22.85' •• 68 14.28' •• 69 16.77' •• 70 15.76' •• 71 16 .21' • • 72 33.69' TYPE G-2, 6" CF 73 5.85' •• 74 10.79' •• 75 56.00' yp G-2, w/o"CUTS 76 10.04' TYPE G-1, s·cF 77 8.32' •• 78 1.30' •• 179 68.00' YP G-2, w/O"CUTS 80 14.50' TYPE G-2, 6"CF 81 9.26' • • a: 36.78' • • 83 6.87' TYPE G-1, 6"CF 84 ii~ FUSCOE ENGINEERING 6390 Greenwich Drive, 5uite 170 San Diego, California 92122 te.1.&~/l-554.1500 ofax 858.597.03~5 · 'WWW.fuscoe.ccini' 78 . 79 --•· --------- \ \ I \ \ \ \. I • I. I I I ' ' I I i I I . I ! ; I / I I ' I I I I I I I I I I \ I I ' I . I i I I ' • ---. --____ ., CURB DATA DELTA/BRG RADIUS LENGTH REMARKS N08'09'E --2.78' TYPE G-1, 6"CF t:.= 90'00' 3.00' 4.71' •• N81 '51 'W 14.50' . " -- N08'09'E 68.00' • • -- N81 '51 'W 13.61' •• -- t:.= 172'34' 3.00' 9.04' •• N89'17'W --21.57' TYPE G-2, 6"CF t:.= 50'55' 20.00' 17.77' •• t,;: 136"32' 2.00' 4.77' •• N81'51'W 13.37' •• -- N08'09'E --68.00' •yp G-2,w/O"CUTS N81'51'W --12.79' TYPE G-2, 6"CF t,;: 166'49' 4.00' 11.65' •• t:.= 03°14' 401.00' 22.67' • • t:.= 16'25' 20.00' 5.73' TYPE G-1, 6"CF N81'51'W 9.63' . " -- t,;: 180'00' 3.00' 9.42' • • N81 '51 'W 14.50' . " -- ND8'09'E 76.50' . " -- N81 '51 'W 14.81' • • -- t:.= 172"34' 2.50' 7.53' . " CARLSBAD MUNICIPAL WATER DIST DAVID A. H DATE D ITY ENGINEER R.C.E. 33081 EXP. 6/30/08 CURB DATA NO. DELTA/BRG RADIUS LENGTH REMARKS 85 N89'17'W --35. 16' TYPE G-2, 6"CF 86 t:.= 97'26' 6.00' 10.20' • • 8 N08'09'E 0.58' • • -- 88 t:.= 90°00' 3.00' 4. 71' • • 89 N81'51'W 14.50' • • --20 10 0 20 40 60 I ~--1 __ 1------,1 GRAPHIC SCALE IN FEET PLANNING DEPARTMENT APPROVAL "AS BUil T" (SIGNED) DATE: I I PLANNING DIRECTOR C'.·P"l ~. . Noll..---. DATE: 8 /4-, /.a (SIGNED) RECOMMENDED BY: "!)AN; c ( l:\ .. \vLf1'11V (PRINT N!J,!E) RCE (,~&Sb EXP. <f·}O•IO DATE 1:lt/21 DATE 1---+----+------------+---+--1---1----11 sH~ET [ CITY OF CARLSBAD I sHEiTs [ ENGINEERING DEPARTMENT 1-----,f----+-----------------+------1-----t---1 ~G::;R=A:;DIN~G,.'::;P:;:LAN::;:;S;:::::;F::;:O:;R:=========:'....::::===: 1-7--l:--·-::o'f.+W-'-"-+-,,--------------+--+---+---+---1 DATE INITIAL ENGINEER Of WORK REYISIQN DESCRIP.TION DATE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL BRESSI RANCH MEDICAL PlAZA HORIZONTAL CONTROL PLAN APPROVED: DAVIW, ~U~~ . / 1 J),,J' ~ 9/+,,::iQ DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 I'> 'oAft OWN BY: ~ PROJECT NO. I DRAWING NO. 2t~ ~r~ CT-07-04 . 455-9A 111408 , , • i ' ~ D u ~ ' ~ i' ~ .,, ~ ;: .,, ~ 0 I .,, N ' ~ 8- u • 0 z ~ C u I .,, 0 / u z i c> '" "' u ~ C / ~ / u L w i ~ ~ i'l i'S w ~ ' u z ~ ~ "' s/ "' < N 0 / "' 1J w ~ I;; t;; ~ • C + ~ L i (11 0 ;; a ~ .,, N / I'! a, ~ i ~ / ~ I ; I 'l,I C5 I I A 6 l I 8' WIDE ROLL OF NORTH AMERICAN GREEN PJOO GRASS LINER, STAPLE PA TERN E, SEE SHEET 2 FOR INSTALLA noN. PROPOSED SWALE PER SDRSD D-74 2.0' 4.0' 2.0' 8' WIDE SPILLWAY NOTE: FENCE WILL NOT BE REQUIRED PER DETAIL Proposed Driveway ::'I:'".,.-: II I I l I if!~~ FUSCOE ENGINEERING 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 <fox 858.597.0335 www.fuscoe.com 20 I GRAPHIC SCALE IN FEET CARLSBAD MUNICIPAL WATER DIS DAVID A. DATE ITY ENGINEER R.C.E. 33081 EXP. 6/30/08 NO. 1 2 J 4 @ 6 7 8 9 ~ I~ UTILITY NOTES (D 6' FIRE HYDRANT ASSEMBLY PER IMPROVEMENT PLAN @ 2• AIR & VACUUM VALVE PER IMPROVEMENT PLAN (}) NOT USED 4 WATER M~;.§!JJ_.f'E~.:;;M!=tE::,iT..,:P::;iLcA!.1/-..---.. A 5 fUL W-'<T6'.t.. "::>6:1!-\/1<-S. ll~ /AA.tRo\lBM~ tL/W fil 6 8" PVC WATER MAIN PER IMPROVEMENT PLAN (D 8" PVC F"IRE SERVICE PER IMPROVEMENT PLAN @ F"IRE DEPARTMENT CONNECTION LOCATION @ SEWER CLEANOUT PER RSD S-J PER IMPROVEMENT PLAN @) 8" PVC PUBLIC SEWER LINE PER IMPROVEMENT PLAN @ 24" NYLOPLAST-ADVANCED DRAINAGE SYSTEMS (ADS) DRAIN STRUCTURE WITH 24", H-25 RA TED ADS SOLID COVER @ 6" PERFORATED SUB-DRAIN @) DRAINAGE BIOSWALE PER DETAILS ® @ @ DRAINAGE DITCH PER $ORSO DWG. NO. 75 TYPE B. @) 4" PERFORATED SUBDRAIN TO CONNECT TO STORM SYSTEM @) STORM DRAIN CLEANOUT PER SRSD D-7 TYPE F SEE DETAIL J SHEET 2. @ INLET WITH JO" DIA. RISER PIPE WITH A 7RIUM GRATE @) REMOVE EXISTING S/RUCTURE AND REPLACE WITH SDRSD TYPE A CLEANOUT @) TAPERED CURB CUT PER DETAIL SHEET 2 @ FIRE BACK FLOW PREVENTER PER IMPROVEMENT PLAN @ 7RANSFORMER PER DRY UTILITY PLAN @ PARKING LIGHT PER DRY UTILITY PLAN @ EXISTING RISER AND $0 PIPE TO BE REMOVED TO POC @ PROP. Rf CLAIMED 1.5" /RR/GA noN SERVICE & METER PER IMPROVEMENT PLAN @ NOT USE:D @ fXISTING /RR/GATTON SERVICE @ PROPOSED 4" ROOF DRAIN TO OUTLET TO CURB @ PROPOSE:D ROOT BARRIER PER LANDSCAPE PLANS @) PROPOSE:D CONCRETE GARDEN DITCH. J' WIDE, 4" DffP. @) 12• ADS ADVANEDGE FLAT PIPE, ADS PRODUCT NO. 0490 @ 4" CURB OUTL.U. PIPE TO BE FLUSH WITH CURB FLOW LINE. 90' ELBOW TO 12' ADS ADVANfDGE FLAT OUTLET PART NO. 1432-AN. @ 12" ADS ADVANEDGE fND CAP, ADS PART NO. 1432-AA STORM DRAIN DATA DELTA/BRG RADIUS LENGTH REMARKS N15"44'03.1"E 12" 10.80' ADS HOPE N09"32'22.0"E 12" 39.55' ADS HDPE N81 "42'58.9"W 12" 26.74' ADS HDPE N81"42'58.9"W 18" 45.95' ADS HOPE N81 '42'58.9"W 12" 67.92' ADS HDPE N89'09'52.0"W 12· 271.36' ADS I-OPE .. N16'00'46.6"E 12" 59.20' ADS I-OPE ' \ N16"00'46.6"E 18" 86.10' ADS HDPE N89'17' 12.0"W ---209.50' 12" ADVANEDGE fo1• 11' os.o''w ~" LO-o' .. "-1)~ t+tiP~ . lj '--"-',._,,__L ,-L • • ' • ► • ~PLANNING DEPARTMENT APPROVAL "AS BUILT" --~=~---DATE: / / (SIGNED) PLANNING DIRECTOR ~G)i!.JMo.,..,/J_; p'...J}lJ~~=---DATE: 9 1, l,. (SIGNED) /,_ /"g RECOMMENDED BY: °DANit.1 \-\.,..\ll&il,:!>¢N (PRINT N!IIE) !~SPECTOR 7/1/0'1 DATE 1---+----+------------+---+----+---+-----<1 sHiET I CITY OF CARLSBAD I SHE;Ts I ENGINEERING DEPARTMENT 1----1----+----------------+---+--+------t----l ~G::;:R:;A:;D:;IN~G~P:;:LAN~S;::;F::;:0:;R=: =========-'====: BRESSI RANCH MEDICAL PLAZA UTILITY PIAN ,s-/.,Jo~ l=.,-=t-..;::.--t-7,-.:;--;;::-;-c=-----------t---t---t-------t----J DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 JO /0 DAtt 7-1-1>11 1 A~-%1))1.T DWN BY: ~ PROJECT NO. I DRAWING NO. APPROVED: DAVID A. DATE INITIAL OATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~ ~~: G P 111408 t i J 1 ,, ~ . , ~ ' a ' ~ ~ ~ /.; ~ ~ ; I \Jj I i ~ i i I ! ~ ~ c, ~ a,~ • i aCi ~ I a, Y' i ~