Loading...
HomeMy WebLinkAboutDWG 443-3; CUP 260C; PALOMAR TRANSFER STATION ORION STREET; 01-02I GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RATING OF "A• AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY ''BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIA TEI. Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF TH[ FIELD TESTS. 12. A PRECONSTRUCT/ON MEETING SHALL BE HELD AT THE SIT[ PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3634 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MAD£ BY CALLING TH£ ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAO[ AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. TH£ OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MAO£ OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA T/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARD$ [$TARI I$Hm RY THE CON$TRUCTION $AEETY ORDER$ TIT/ f a CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA [XCAVA TION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS l'tll I CEASE IMMWIATEI Y AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOVING OR GRADING OPERA T/ONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 1B. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTE OR ADJACENT STREETS AS A RESUl T OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING P!?OGRA!.!. 20. TliE EXISTENCE AND LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUl!?ED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXlS71NG FACJUT!ES OR STRUCTURES NOT Sf-!OWN. 21. THE CONTRACTOR SHALL VERIFY Tri£ LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SOG&E (800)660-7343 STREET NOTES ' 1. ACTUAL STRUCTURAL SECTIONS WILL 8£ DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS.UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON TH£ 'AS-BU/LT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "cur OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURF ACING OF STREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD 5-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL 8£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 11. INSTALL FILTERS IN BOTH CURB INLETS WITHIN THE PUBLIC RIGHT OF WAY. INLET FILTERS SHALL BE SUN TR££ TECHNOLOGIES CURB INLET BASKET SYSTEM AS DISTRIBUTED BY BIO CLEAN ENVIRONMENTAL SERVICE 760-433-7640. 72' 24' · 12' OED/CATION VICINITY CITY OF OCEANSIDE PACIFIC OCEAN 78 MAP CITY OF VISTA '!<-" ,p CITY OF ~--~SAN MARCOS ,._,, AVE f CITY OF ENCINITAS 4 72' 24' N NOT TO SCALE 12' OED/CATION 10' 26' 26'/VARIES• ~-----~----------+~----~------,--+--~---1 °" 10'/VARIES* ~ 5.5' ~ °" 26' 26' 20· /0' 5.5' o-..1 6" T'rPE 'G' CURB EXIST. ~ &: GUTTER/6" T'rPE °" ><1 c.; EXIST. / IMPROVEMENTS ~ :4' A.C. DIKE' (VARS:) <';\ ::j VARS. ~----~=~==-~~~~~;;=-< J% 2:1 MAX. CUT OR FILL SLOPE I IMPROVEMENTS (VARS.) = = = =--c -~----~----0.5'~~\ " 2: I MAX. CUT OR FILL SLOPE 4.5" A. C. PVM'T. OVER 15" A.B. MATZ. (MIN.) OR AS RECOMMENDED BY SOILS ENGINEER (SEE STREET NOTE NO. I) TYPICAL SECTION-ORION STREET 26' STA, l9+79.97 TO 21+75 T.I. -7. 0 !.IIN. 72' 24' 26' ..... 1 ;:, 6" T'rPE 'G' ~So-I CURB &: GUTTER "' :;; vj .._, VARS. 4.5" A.C. PVM'T. OVER 15" A.B. MAT'L. (MIN.} OR AS RECOMMENDED BY SOILS ENGINEER {SEE STREET NOTE NO. I) TYPICAL SECTION-ORION STREET STA. 24+50 TO STA. 25+35 T.I. = 7.0 1.1/N. o.5'--H-- 4" P.C.C. SIDEWALK * :DISTANCE RIGHT TO A.C. DIKE VARIES FROM STA. 19+19.97 TO STA. 20+37. 00; SEE PLANS. 12' OED/CATION 10' 5.5' ~ °" 4" P.C.C. SIDEWALK 2: I MAX. CUT OR FILL SLOPE BASIS OF BEARINGS 4.5" A.C. PVM'T. OVER 15" A.B. MAT'L. (MIN.) OR AS RECOMMENDED BY SOILS ENGINEER {SEE STREET NOTE NO. I} 4" P.C.C. SIDEWALK 6" Tl'PE 'G' TYPICAL SECTION-ORION STREET CURB &: GUTTER STA. 21+90 TO STA 22+75 T.I. = 7. 0 MIN. 72' 24' 12' DEDICATION 10' 26' 26' 10' ~1---:...:....--1------=c:__------+~-----="-------+-+--=----1~ r,2-VARIABLE THICKNE<;S 20' '!:: 5.5' °< A. C. OVERLA y r-----=---~ ..... -i ~I EXIST. ~ So-I cs I [ IMP..ROVEMENTS <';\ ~ (VARS.) VARS: ---= = = =--= 4.5' A.C PVM'T. OVER 15" A.B. MA T'L. {MIN.} OR AS RECOMMENDED BY SOILS ENGINEER {SEE STREET NOTE NO. I) 0.5' ~ ., 4 P.C.C. SIDEWALK 6" T'rPE 'G' 2:1 MAX. CUT OR FILL SLOPE TYPICAL SECTION-OR/ON STREET CURB & GUTTER STA. 26+25 IJ} STA. 26+50 T.!. -7. 0 MIN. UTILITY DISTRICT APPROVAL(S) THE BASIS OF BEARINGS FOR THESE IMPROVEMENTS IS THE CENTERLINE OF ORION STREET AS SHOWN ON RECORD OF SURIEY NO. 17100, I.E. NORTH 117 7'56" EAST WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE Cl TY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 5799 AND 5800 DATED DECEMBER 1, 2004 AND 2005-029 DA TED FEBRUARY /, 2005. 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY CONVERSE CONSULTANTS DATED APRIL 5, 2006 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORM WATER MANAGEMENT PLAN, BY CHANG CONSULTANTS, DA TED 10/28/06. 9. £/R 03-04 MIT/GA T/ON, MONITORING AND REPORTING PROGRAM LEGEND DESCRIPTION SAWCUT EXISTING A. C. PVM'T. 6" CONCRETE CURB 6" TYPE 'G' CURB AND GUTTER 6" AC DIKE (TYPE A) 4" PCC SIDEWALK ALLEY-TYPE DR!n"WA Y 4.5" A.G. PAVEMENT OVER 15" C.A.B. MA T'L. OVER COMPACTED SUBGRAOE MAT'L. T.l.-7.0 (SEE STREET NOTES NO. I) AC OVERLAY DWG. NO. G-1 G-2 G-5 G-7 GS-20* TYPE B C.I. (W/1.0CAL DEPRESSION PER DS-1') 0-2" SEE STREET NOTE NO. II 18" RCP STORM DRAIN FIRE HYDRANT RELOCATION STREET LIGHT {9500 LUMEN) CMW!J W/2 E-1 ': CITY OF CARLSBAD STANDARD ORA/ti/NG NUMBER. SYMBOL I I -----9 Si----- ": AS MODIFIED BY CITY OF CARLSBAD STANDARDS FOR PUBLIC IMPROVEMENTS 72' 24' 12' DEOICA TION 10' 26' 26' 10' ~---------------------------~\--~--___,~ r,2-VARIABLE THICKNESS 20' ~ 55' '>: A. C. 0 VERLA Y .._ °< EXIST: :;:., "I QUANTITY 1028 L.F. 114 L.F. 710 L.F. 58 L.F. 3,410 S.F. 1,850 S.F. 10,620 S.F. 4,040 S.F. 2 EA. 54 L.f: I EA. I EA. --~=~=~~---l~A_R~_;M._'£,_NTS~----f--=-~~~...,,.--""'="S.~VA~R;;S.~--""'~""' ~ ~ I ,4?~2:1 MAX. / CUT OR FILL SLOPE 4.5' A.C. PVM'T. OVER /5" A.B. MATl. (MIN.) OR AS RECOMMENDED BY SOILS ENGINEER {SEE STREET NOTE NO. I) TYPICAL SECTION-ORION STREET EXIST. STA. 23+25 TO STA. 24+25 T.I. = 7. 0 MIN. 72' 24' / IMPROVEMENTS (VARS:) --~={~ = = ~" _-_-_-___ -__ -_ (VARS:) ---= 4.5" A.C. PVM'T. OVER 15' A.B. MATZ. (MIN.) OR AS RECOMMENDED BY SOILS ENGINEER (SEE STREET NOTE NO. I) TYPICAL SECTION-ORION STREET STA. 26+90 TO STA. 29+76.62 T.!. = 7. 0 MIN. CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMEN rs NO. OF F.H.(S)_F.FLOW G.P.M. OUT OF_F.H.(S). 0.5'--l~ 0.5' 4" P.C.C. SIDEWALK 6" TYPE 'G' CURB&: GUTTER 12' OED/CA 170N 4" P.C.C. SIDEWALK 2:1 MAX. CUT OR FILL SLOPE 6" TYPE 'G' CURB & GUTTER II A'j. BUILT" (j;1, I/ UL # f/M.tf /Q,Zl/·Of r• DATE "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENC/NEE.~ OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED Iii SECTION 6703 OF Tl-IE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. BENCH MARK DESIGN AT/ON: CLSB-098 DESCRIPTION: 2.5" DISK IN CURB CARLSB(LJN;2:L WATER DISTRICT l -f(./41 BLD(;'PRINKLED cfil)'NO ... F.FLOW ;3N('t.P.M. P.E. ii i'W'.2 ,. r, v 1 /-;_ ,?'- EXP. 2-=1/..-(2:j. -v- R/4E'wED BY: ¼ FI.OC MARSHtL I . ( IDA1E 1/J,i ... l tl. (3'./,7,t.· I UNDERSTAND THAT TH[ CHECK OF PROJECT DRAWINGS AND SPECIF/CA noNS BY TH[ CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. LOCATION: SE CORNER OF ORION STREET AND ORION WAY RECORDED FROM: CITY OF CA!?LSBAD SURVEY CONTROL NETWORK ELEVATION: 338.892 DATUM: CCS BJ 1991.35 £POCH, US SURVEY FE DAVID A. HAUSER DEPUTY CITY ENGINEER R.C.E. 33081 DATE EXP. 6/30/08 ·-·• SHEET -! j' 7 INSPECTOR /t· 5-(}°?) DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT PACIFIC [][LL (800)892-0123 FIRM: CHERRY ENGINEERING SOURCE OF TOPOGRAPHY ADELPHIA CABLE COMMUN/CATIONS /760)438-7741 ~ l SH~TS I ;{),1 . ·, IMPROVEMENT PLANS FOR: '760j806-9809 ADDRESS.· 12721 POWAY ROAD ~~1',0fE~~;' TOPOGRAPHY SHOWN HEREON WAS GENERA TED BY TOW/LL USING AERIAL COX COMMUN/CA T/Ol'JS ( ..., :_~,. CITY OF CARLSBAO(STR£ETS AND STORM DRAIN) (760 434-2980 C'ITY, s•rA-/E.· POWAY. CA 92064 ~~ L, C',s,~% METHODS FROM INFORMAT10N GATHERED IN MARCH 2006 BY LAND ~- 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WA T£R) (760)438-2722 ,. '~ 4' ~ ¾ SURVEYING CONSULTANTS, INC. THIS TOPOGRAPHY SHOWN HEREON ~ 'SAN DIEGUITO WATER DISTRICT (760)633-2650 TELEPHO : r--fF-~--'--1:tfF--'-'--------i',f _, ,o g\ CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. '.} PAIOMAR TRANSFFR STATION ORION STREET *VALLECITOC: WATER D/Sm/CT (7600744 0460 B~---b'--"-"' "Lc-1'~1,Ll-klL'~----k~:c;.u+-...,_ >/31/11'1 °, APPROVED: *LEUCADIA COUNTY WATER DISffi/CT (760)753-0155 /:it\ Ho. 37980 -< _§. 'OLIVENHAIN WATER DISTRICT (760)753=6466 . -~ -I< * PROJECT LOCATION O .'].,i , 'BUENA SANITATION DtSTR)Cls APPROPRIATE (760)726-1340 R.C.£. NO.: 379Bo 3/31/0'! ~~~.,,, ~~."fJj~CJ)S LOCATED WiTHIN ASSESSORS PARCEL NUMBER: . = CHERRY E.NGINEERI.i'-fG 1!: j REGISTRATION EXP/RATION DA TE: 1 .. o~~~-?/&f-01 CITY ENGINEER PE ~3.()tlJ EXP. 6/:30/013 DAT I /1\ .. ~. OWN BY: I PROJECT NO. DRAWING NO. I lj :E/j~~:O:Nt2 IJoRotNATE INDEX oF THts PROJECT ,s, 12721 Poway Road, Poway, CA 92064 I l: Ph !858) 679-3410 Fax 1858) 679-3416 !ct;i: ----------------------------------------------------------------------------------------------------------,-----------,,-----------------------------------------------------_ / DATE INITIAL DATE !NIT!AL DATE INITIAL CHKD BY: R§!( 443-3 ENC!NEER OF WORK REVISJON DESCRiPTlON OTHER APPROVAL CfTY APPROVAL RVWD BY: .J( f2 CUP-260 {CJ I i . ) 08 107 102709