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HomeMy WebLinkAboutCUP 01-19; ARCO AM/PM AT TAMARACK; Planning CommissionOWNER CONTACT : PHONE: FAX : APPLICANT : CONTACT : PHONE: FAX : AGENT FOR APPLICANT : CONTACT : PHONE: FAX : LANDSCAPE ARCHITECT : CONTACT : PHONE: FAX GENERAL CONTRACTOR CONTACT : PHONE: FAX, ELECTRIC : GAS TELEPHONE : PROJECT DIRECTORY SAAD ATIISHA 4142 ADAMS AVE. SAN DIEGO, CA. 92130 SAAD ATIISHA (619) 300-9201 (619) 442-6257 BP WEST COAST PRODUCTS LLC 4 CENTERPOINTE DR. LA PALMA, CA. 90623 KENT ALLEN (714) 670-5285 (714) 670-5439 TAIT AND ASSOCIATES INC. 9089 CLAIREMONT MESA BLVD., SUITE 300 SAN DIEGO, CA. 92123 LESLIE BURNSIDE (858) 278-11 61 (858) 278-1525 STEVE AHLES P.O. BOX 682 CARDIFF, CA. 92007 STEVE AHLES (760) 632-0288 (760) 632-0289 T.B.D. T.B.D. UTILITIES SAN DIEGO GAS & ELECTRIC WATER : 1623 WEST MISSION RD. ESCONDIDO, CA. 92029 (760) 480-7691 SAN DIEGO GAS & ELECTRIC SEWER 1 623 WEST MISSION RD. ESCONDIDO, CA. 92029 (760) 480-7691 PACIFIC BELL -ENGINEERING SCHOOL : 3750 HOME AVE., STE 105 SAN DIEGO, CA. 92105 (619) 266-4644 CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CA. 92008 (760) 438-2722 CITY OF CARLSBAD 5950 EL CAMINO REAL CARLSBAD, CA. 92008 (760) 438-2722 CARLSBAD SCHOOL DIST. 801 PINE AVE. CARLSBAD, CA. 92008 (760) 434-0661 "' I I ' . ' • • 810 TAMARACK AVENUE CARLSBAD, CALIFORNIA 92008 CITY OF CARLSBAD Planning Con1miss1on Jxc(>_ _ AH(?tL A-_-r_ _ Zrt!'.Jtti!-.11-_c..1.< CaseNo.C t-f Pt:'/-/ f' PROJECT DATA LOCAL JURISDICTION: CITY OF CARLSBAD CONDITIONAL USE PERMIT: # CUP O 1 -19 ISSUED: PLAN FILE NUMBER: BLDG. PERMIT NUMBER: OWNER : SAAD ATIISHA 4142 ADAMS AVE. SAN DIEGO, CA. 92130 CONTACT : SAAD ATIISHA PH (619) 300-9201 FAX (619) 442-6257 LESLIE BURNSIDE ARCHITECT : TAIT AND ASSOCIATES, INC. CONTACT 9089 CLAIREMONT MESA BLVD., STE 300 SAN DIEGO, CA. 92123 PH (858) 278-116 ·, FAX (858) 278-1525 TABLE 1 TRIP GENERATION RATES AND CALCULATIONS SUMMARY SITE ADDRESS : TRIP GENERATION RATES AM PEAK HOUR PM PEAK HOUR 810 TAMARACK AVE. LAND USE DAILY TOTAL % TOTAL % CARLSBAD, CA. 92008 OF DAILY % IN % OUT OF DAILY % IN % OUT GAS STATION 155 TRIPS/ W/FOOD MART FUELING 8% 50% 50% 9% 50% 50% & CAR WASH STATION TRIP GENERATION AM PEAK HOUR PM PEAK HOUR LAND USE DAILY TOTAL % TOTAL% OF DAILY % IN % OUT OF DAILY % IN % OUT GAS STATION 12 FUELING W/FOOD MART STATIONS 149 75 74 167 84 83 & CAR WASH TRIP GENERATION RATES ARE BASED ON RATES PUBLISHED BE SANDAG WATER DEMANDS (GPM): POTABLE IRRIGATION SEWER DEMANDS (EDU) 37.6 EDU's 15 GMP 45 GMP OCCUPANT LOAD USE AREA(S.F.) OLF OCCUP. SALES 1,809 30 60 OFFICE 111 100 1 STORAGE 1,077 300 4 -TOTAL -2,997 6q 65 > 50 - (2) EXITS REQUIRED OCCUP. ZONE: C-1 COMMERCIAL ASSESSOR'S PARCEL NUMBER: 204-292-2400 SITE DATA (COVERAGE) PROPOSED LOT-GROSS (0.85 AC.) 36,927 LOT-NET (0.62 AC.) 27,145 f3UILDING 2,997 CANOPY 3,600 LANDSCAPING ON-SITE ( 19.3%) 7,132 LANDSCAPING OFF-SITE (2.8%) 1,065 TOTAL LANDSCAPING (22%) 8,197 PARKING ANALYSIS PARKING REQUIRED BLDG. 2,997 /300 + 3 PARKING (# OF SPACES STANDARD STALLS: -13 SPACES COMPACT STALLS HANDICAPPED STALLS: TOTAL STALLS PROVIDED: PROVIDED) S.F. S.F. S.F. S.F. S.F. S.F. S.F. 13 0 1 14 SETBACKS FRONT YARD (TAMARACK AVE.) SIDE YARD (JEFFERSON ST.) REAR (CAROL PL.) INTERIOR SIDE 20· -0" 15'-o" 10'-o" 1 o· -o" ARCHITECTS STAMP SHEET INDEX 01 TITLE SHEET 02 ALTA SURVEY NOTES 03 ALTA SURVEY 04 SITE PLAN 05 GRADING AND DRAINAGE PLAN 06 LANDSCAPE CONCEPT PLAN 07 FLOOR PLAN 08 BUILDING ELEVATIONS 09 CAR WASH PLAN AND ELEVATIONS 10 CANOPY PLAN 11 CANOPY ELEVATIONS 1 2 SIGNAGE PLAN Exhibit No. 19--L. LEGAL DESCRIPTION LOT 1 OF TAMARACK PLAZA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 5944, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON AUGUST 23, 1967. ., ' ' VICINITY MAP PROJECT SITE NO. DATE REVISIONS BY n NORTH NO SCALE PROJECT RELEASE 1 4/29/02 PER CITY COMMENTS BL 1---t----+-----------------+-------< PERMIT CONST. 1----t----+-----------------+-------< AS-BUILT u _J _J en -+- () ::) --0 0 !.... Q_ -+-en 0 0 u -+-en Q) 3: Q_ m •- (J) Q) 0 C >o •-\ ... I") !..... 0 L() ID I Q) Q) 0 C +-I'--•-C (J) ·-<.D C 0 w 0....---.. !..... -.;;I- Q) ..- "D +-I'-- C C '--" 0 Q) u <.D C -.;;I-<.D (J) 0 ·-..- U) I Q) I") 0 N I <.D 0 0) (J) C <( ·-+-u Q) ..Y -!..... 0 0 E 2 0 0.... ·-0 0 +-_J Q) 0::: 0 CX) ·u o o 0 -+-0 N := 1.1... Q) m E :J ....0 C 0~ :::J E Q) ·-(/) >C-+-'° (L <( ~ ~o....; '-..Y ;:: C :::> t -........u-c:U g_ E O O O '---"E LUU o +-u 0 ~ Q) ~ o E-oo.... Q)~ oom....c:fi f-_Q (/) "' 3: UlQ ,g Q)OLOQ)~ ..-0 0) -+--<t Z CXJU Ni-@ TAIT & ASSOCIATES INC. 9089 CLAIREMONT MESA BLVD. SAN DIEGO, CALIFORNIA 92123 TEL (B5B) 278-1151 FAX. (858) 278-1525 consultant job# AR1219/ CUP SUBMITIAL master release date 03/07 /01 project exe date master drawn by 12/18/01 BL Filename FAC06525 01.dw Facility /Project 06525 sheet name 01 These notes apply to the site, assuming that it is zoned or will be zoned to permit a Service Stotion. 1. ZONE: __ C_:_1__ Service Station __ I~--permitted. A conditional use permit ond a Coastal Development Permit ore required. A zone change _[S~.QLrequired. See Vicinity Mop for surrounding zonin(, 2. DMSION OF LAND REQUIREMENTS: This property IS NOT a division of a larger parcel. A _PARCEL MAP IS NOT required to obtain o building permit if the site is DEVELOPED 3. ARCHITECTURAL CONTROL: Planning Deportment DOES enforce architectural control over external appearance of the building AND landscaping, but may consider during Conditional Use Permit review. A CUP development plan IS required to obtoin o building permit. 4. SETB>.CKS AND SIGN RESTRICTION: The items A.8,ond C listed below CAN NOT be determined without special plot pion approval: (A) Pump Island Setback (8) Canopy Setback (ol --ft. from on St. (b __ ft. from __ on St (c) __ ft. from __ on St. (,bl __ ft. from __ oa ----St. ( __ ft. from __ on St. (c) __ ft. from __ on SL (C) Building Setback (ol --ft. from __ oa -----St. (c) (b __ ft. from __ on St. (d) ___ ft. from ___ oo ___ _ ___ ft. from on ----- (D) Sign (Attached to Building) Restrictions: (SUBJECT TO APPROVAL OF PLANNING DIRECTOR) !'l Setbock _ ft. frnm _ oo St. b Setback ___ ft. from __ on St. c Mox. overtiong __ ft. over __ with __ ft. to bottom of sign on ----- d Mox. overhang __ ft. over __ with ___ ft. to bottom of sign on ,-,c-----· e Mox. area on (1) side . (f) Mox. height __ _ (E) Sign (Free Standing) Restrictions : (SUBJECT TO APPROVAL Of PL.ANNING DIRECTOR) (o) Setbock ___ ft. from __ on St. (b) Mox. overtiong __ ft. over __ with __ ft. to bottom of sign on ___ _ (c) Mox. ore,:i on (1) side __ sq. ft. (d) ~ox. height --·------· 5. TYPE OF CONSTRUCTION PER~ITTED AND BUILDING CODE: (A) Steel YES (8) Masonry _Y~E~S __ _ (C) Wood YES (D) A 1 Hr WALL firewall is required where o !lP.:e V-N building is (E) Governing Building Code '97 USC within _3_ ft. of o P.L. • GOVERNING AGENCIES FOR BUit.DiNG PERMITS: (A} City of CARLSBAD Address 1635 FAR/J[JAY_,AccV~E~. __ Phone (760) 602-2717 (8} County of -------Address _____________ Phone --·--- 7. SOIL CONDITION (A) Depth of water table UNKNOWN ft. (8) Type of soil UNK"i9_W_~----·- Note: This information must not be used for design and should be verified by soil tests. a. SURFACE DRAINAGE from site MAY NOT drain over sidewalk to street. (A) A drain pipe under the sidewalk ta CURS is ...BE;Q!:!IB!Q_. (8) Yard MAY NOT be dmined to dry wells on-site. (C} Drainage assessments or acreage fees ARE required which ore lo be compuled at $5,855.00 per acre if building footprint increased by 50'1: or more. 9. WIDENING: (A) E:dsting R/W on TAMARACK Ave. is ~ ft. (~ ft. / ~ ft. on side of site.) (8) Proposed R/W on TAMARACK Ave. is ~ ft. D ft. expected to be token from this property. City may consider a right tum lone. (C) Existing R/W on JEFFERSON ST. is ~ ft. (~ ft. / _:3.5_ ft. on side of site.) (D) Proposed R/W on JEFFERSON ST. is ..§i__ ft. 0 ft. will be token from this property. (E) Existing R/W on CAROL Pl. is ~--ft. (~E.._~ ft. / ~ ft. on side of site.) (F} Propased R/W on CAROL Pl. is -~I!.-fl. __ o ___ ft. will be token from this property. (G) Existing comer R/W is 20 FT. RADIUS (BOTH) Proposed corner dedication is 20 FT. RADIUS (BOTH). (H) Dedications for widening IS NOT required prior to issuance of o building permit. 10. CURBS: lt. IZ 13. 14. 15. (A) On TAMARACK Ave. _S_• curb and _l_B_• gutter are EXISTING AT 10' FROM R/W (8) On JEFFERSON st. 6 _• curb and _l_B __ • gutter ore EXISTING AT 24' FROM Cf . (C)On CAROL Pl. _S_• curb and _l_B_• gutter ore EXISTING AT 18' FROM ~ (D) Both comers radii ore __ 30 _ ft. (E) The proposed curb radius is SAME ft. (F} Proposed curb elevotions NOT APPLICABLE available for STREETS. (G) Building and/or Occupancy Permit ~N __ be obtained w/o construct new curbs. (H) A design pion ~~D!_ required. CfTY MAY CONSIDER A RIGHT TURN LANE ON TAMARACK AVE. DRIVEWAY: (A) On ALL RD. CITY OF CARLSBAD stondord for alley-type driveway applies. Mox. width is CLEAR 24 ft. at throat and __ 4_Q___i::_ ft. at R/W. Driveways MUST adjacent P.L's by _2 __ ft. Unless o common driveway. Driveways l.1AY NOT encroach curb radius. STATE ENCROACHMENT PERMIT IS NOT ORDINARILY required on TAMARACK Ave. Stote of CALIFORNIA Street improvements in Tamarack Ave. and/or a traffic signal modification will trigger a review and possible permit as within Coltrons zone af influence. PROPOSED TRAFFIC ISLAND: There IS not on island IN ANY STREET. STREET IMPROVEMENTS REQUIRED FOR SERVICE STATION SITES ONLY: NONE (A) A traffic signal system IS NOT required, but this could change if o right tum lone was required on Tamarack Ave. (8) St. lights ARE NOT required. (C) lin. ft. of curb end gutter BY --------- (D) sq. ft. of street paving BY --------- (E) __ sq. ft. of sideW<llk ( __ sq. ft. porkwoys) BY ---------- (F) __ lin. fl of BY -----·------ (G) Relocate --------·-----::c-,:~-,-·-------------·-·- (H) Other improvements or ossessments required. TRAFFIC FEE IS AT A RATE Of $.37 PER ADT. CONVENIENCE MARKET HAS 1/2 AOT PER SQ.FT. OF BUILDING AREA PLUS 1.30 ADT PER GASOLINE PUMP. Nate: These quantities represent o preliminary investigation and it should be remembered that design plans and/or other agreements mode by agencies involved could change these. Many items such as base material, power pole relocation, catch basin relocations, etc. ore not noted as they would be determined by o layout pion. SEWER; (A) Service by CllY OF CARLSBAD Address ____ 16_3_S_C_A_RA_D_A_Y __ A_>E_. __ Phone (760) 602-2775 (B) New connection charge S 1.959_per equivalent dwelling units wah credit for existing building. (C} Street preference TAMARACK AVE~. __ (D) Extension 15 NOT required to service site by ---in ---St. (E) Sewer assessments or acreage fees ARE NOT required which ore to be computed at ----- (F} Septic tonk IS NOT permitted. (G) Cesspool _!.~l!QI___ permitted. (H) Percolation test IS NOT required. (1) for approx. location of main, laterals, ond ''y" 's see __ M_A_P ____________ _ 16. WATER: (A) Service by CITY OF CARLSBAD Address 1635 FARADAY AVE. Phone (760) 602-2775 (8) 1 1/2• Meter connedion charge $16,577.00 WITH SOME CREDIT FOR EXISTING SERVICE AND USE (C) Street preference __ -_-__ (D) Extension ~!.__-required to service site. (E) Water assessments or acreage fees ~'~"~'-- required which are to be computed at -----(F} Water well IS NOT permitted (G) For approx. locotion of main see MAP 17. GAS: (A) Service by SO. CAL GAS CO. Address 6975 CONSOLIDATED 'f!!:'!.._ Phone (619) 696-2000 (8) For opproximote locotlon of main see ---------·---------·---- 18. ELECTRIC: (A) Service by S.O. GAS & ELECTRl~dress __ B3 __ a_o_c_E_N_TU_R_Y_P_A_R_K_CT_. _ Phone (619) 696-2000 (B}Overheod Service: Address • Phone (619) 696-2000 (C) Underground Service : Address • Phone (519) 596-2000 19. TELEPHONE: (A) Service by ~~BELL Address ____ 42_2_D_AR __ IZ_O_NA_ST ___ R_E_ET ______ Phone (800) 750-2355 (B) Overhead Service : Address Phone (B00)75H355 (C) Underground Service : Address Phone (BOO) 750-2355 (D) For phone booth installation; Address Phone (800) 231-186.3 20. UNDERGROUND TANKS: (A) Maximum size permitted NO LIMIT gollons. {B) Moximum number permitted __ N~~ (C} Minimum distonce to Bldg. __ _;i_ __ ft. (D) Minimum distance to prop. line 2 __ ft. (E) Minimum distance between tonks _1 ___ ft. (F) Minimum cover 3 ft. (G) Minimum size of vent lines 1 1 / 4 ~ (H) Delivery restrictions NONE (1) Other restrictions '97 UFC AND ENVIRONMENTAL 21. BENCH MARK: CITY OF CARLSBAD DATUM, TOP CURB, NORTHERLY BCR OF NORTHWEST CORNER INTERSECTION TAMARACK AVENUE AND JEFFERSON STREET, SHOWN AS STATION 10+85.27 ON CITY OF CARLSBAD ENGINEERING PROJECT NO. 3203 (DWG. 321-·6 DATED 4//27 /94). ELEVATION -60.94 FEET 22. BASIS OF BEARINGS: THE BEARING OF NORTH 28" 39' 45" WEST FOR THE EASTERLY LINE OF LOT 1 AS SHOWN ON MAP NO. 5944 FILED IN OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON AUGUST 23, 1967. 23. LEGAL DESCRIPTION OF THE LAND REFERRED TO ON THIS SURVEY (PER TITLE REPORT): PARCEL A: LOT 1 OF TAMARACK PLAZA, IN THE CITY OF CARLSBAD. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 5944, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON AUGUST 23, 1967, ALSO DESCRIBED AS FOLLOWS: ' BEGINNING AT THE NORTHERLY CORNER OF SAID LOT 1; THENCE SOUTH 61" 20' 15" WEST 130.00 FEET TD THE BEGINNING OF A CURVE CONCAVE EASTERLY AND HAVING A0 RADIUS OF 20.00 FEET; THENCE SOUTHWESTERLY AND SOUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90' oo· 00" A DISTANCE OF 31.42 FEET; THENCE SOUTH 28' 39• 45" EAST 206.13 FEET TD THE BEGINNING OF A CURVE CONCAVE NORTHERLY HAVING A RADIUS OF 20.00 FEET; THENCE SOUTHEASTERLY AND NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89' 59' 45" A DISTANCE OF 31.41 FEET TO A REVERSE CURVE, CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 2051.00 FEET; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF S 38' 03" A DISTANCE OF 130.09 FEET; THENCE NORTH 28" 39' 45" WEST 250.26 FEET TD THE POINT OF BEGINNING. PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THAT PORTION OF LDT 21 OF PALM VISTA, MAP NO. 2969, AND A PORTION OF LAND DESIGNATED AS SERVICE ROAD, VACATED BY ORDINANCE ND. 1402, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AS SAID LOT AND ROAD ARE SHOWN UPOt, MAP OF PALM VISTA MAP ND. 2969, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHEASTERLY LINE OF SAID VACATION AND A LINE PARALLEL WITH AND 154.00 FEET NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROM THE NORTHEASTERLY LINE OF JEFFERSON STREET AS SHOWN ON SAID MAP OF PALM VISTA, SAID POINT OF INTERSECTION BEING IN A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS IF 2051.00 FEET A RADIAL LINE THROUGH SAID POINT BEARS NORTH 25" 02' 27" WEST THENCE NORTHEASTERLY ALONG SAID CURVE AND SOUTHEASTERLY LINE THROUGH A CENTRAL ANGLE OF a· 12' 36" A DISTANCE OF 7.52 FEET TD THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 1949.00 FEET, A RADIAL LINE COMMON TD BOTH CURVES BEARS NORTH 24" 48' 51" WEST; THENCE NORTHEASTERLY ALONG SAID LAST MENTIONED CURVE AND SAID SOUTHEASTERLY LINE THROUGH A CENTRAL ANGLE OF oo· 39• 39" A DISTANCE OF 22.48 FEET; THENCE NORTH 58" 39' 12" WEST 59.89 FEET TO A POINT IN THE AFOREMENTIONED LINE PARALLEL WITH THE SOUTHEASTERLY LINE OF JEFFERSON STREET, SAID POINT BEING NORTH 28" 39' 45" WEST 50.00 FEET FROM THE POINT OF BEGINNING; THENCE SOUTH 28" 39' 45" EAST ALONG SAID PARALLEL LINE 50.00 FEET TD THE POINT OF BEGINNING. 24. ASSESSORS PARCEL NUMBER: 204-292-24 25. SITE ADDRESS: 810 TAMARACK AVENUE 26. TITLE REPORT: TITLE REPORT NO. 1057665-4 DATED APRIL 16, 2001 BY COMMONWEALTH LAND TITLE COMPANY. 27. TITLE REPORT EXCEPTIONS: (PER SCHEDULE B) ITEMS A THROUGH C -TAXES ITEM 1 -EASEMENTS AND RIGHTS AFFECTING PARCEL B OF LEGAL DESCRIPTION. NO. SPECIFIC DEEDS CITED IN TITLE REPORT. ITEM 2 -COVENANTS, CONDITIONS AND RESTRICTIONS. PLOTIED ITEM 3 -EASEMENT FOR ELECTRICAL PURPOSES PER DEED RECORDED MAY 26, 1967 AS FILE ND. 75227, 0.R. PLDTIED ITEM 4 -EASEMENT FOR GAS PURPOSES PER DEED RECORDED MAY 26, 1967 AS FILE ND. 75248, D.R. PLDTIED ITEM 5 -EASEMENT FOR INGRESS/EGRESS PURPOSES RESERVED IN DEED RECORDED 28. 29. 30. 31. 33. AUGUST 23, 1967 AS FILE NO. 127715, O.R. ITEM 6A -RIGHTS OR CLAIMS OF PARTIES ITEM 68 -UNRECORDED EASEMENTS, DISCREPANCIES OR CONFLICTS. ITEM 6C -UNFILED LIENS ITEM 7 -RIGHTS OF PARTIES IN POSSESSION OF THIS LAND ITEM 8 -TITLE COMPANY REQUIREMENTS AREA: GROSS AREA: 36,927 SQ. FT. -0.85 ACRES FLOOD ZONE: ZONE X. AREA OF DETERMINED TD BE OUTSIDE 500 YEAR FLOOD PLAIN PER FEMA PANEL # 06073C0764F, MAP # 697, DATED JUNE 1997. NOTE TO CONTRACTOR: THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES DR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUclLIC RECORDS. TO THE BEST OF DUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ' -CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY ANO NOT BE LIMITED TD NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ENGINEER'S CERTIFICATION: THIS IS TO CERTIFY TO ARCO PRODUCTS COMPANY AND COMMONWEALTH LAND TITLE COMPANY THAT AS A RESULT OF A SURVEY MADE ON MAY 16, 2001 TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL ENGINEERS LICENSED TO PRACTICE SURVEYING IN THE STATE OF CALIFORNIA. THAT THIS SURVEY WAS MADE UNDER MY SUPERVISION IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM, AND NSPS IN 1999. RONALD B. KENDRICKS REGISTERED CIVIL ENGINEER ND. 13324 ' R F.H. (APROX. 275' N. OF PROJECT '5 NORTH P.L.) R F.H. (APROX. 132' N OF CAROL PLACE) ~ I MAGNOLIA AVE. -7 S/Tf'-... 0 -...__ ~ 0 w 0 TAMARACK AVE. F.H. )I ,-: RESIDENTIAL U1 DENSllY z 0 MULTIPLE U1 ,-: z ,-: (11 ..,: (11 (11 z 0 (11 RD -.t-M -Q 0:: w LL LL w --, (/) ::. "' ..,: w 0 LL ..,: CHINQUAPIN AVE. LL w --, H::-1 R -:-, I NO SCALE LOCATION MAP NO SCALE NO. DATE REVISIONS 1 4/29/02 PER CllY COMMENTS RES. RES. R - 2 R - 2 CAROL PL. SITE C -1 F.H. TAMARACK AVE. R - 2 '\ I / RESTAURANT C - 2 I )I HOMES R - 1 C - 2 \ VICINITY MAP CITY OF CARLSBAD Plzinning (.on11nission ------------------------------------ Cris(! No.___ .. ------------- ----··· ----------- -~~l~i~~t-~;.--. $--Date _______ _ BY PROJECT RELEASE BL PERMIT BID CONST. AS-BUILT u _J _J C/) -1- (.) :::s -0 0 !....... o._ -1- C/) 0 0 u -1- C/) Q) 3: o._ m >--+-·-·-u 0 La... ·-(/) Q) 0 I 0) C ·-+- Q) ..Y !...... 0 2 ·-0 +- Q) 0:::: <( u 0 E 0 0.... 0 _J 0 D -+--+-·-E ..0 :J U1 0.... ::) u V) (I) <D -+-~ o- TAIT & ASSOCIATES INC. 9089 ClAIREMONT MESA BLVD. So\N DIEGO, CALIFORNIA 9212J TEL. (858) 278-1161 FAX. {858) 278-1525 consultant job# AR1219/ CUP SUBMITIAL master release date 03/07 /01 project exe date master drown by 12/18/01 BL Filename FAC06525 02.dwn Facility /Project 06525 sheet name 02 SCALE: 1" = 20' C A FOUND 2" IRON PIPE, TAGGED RCE 13B17, DOWN 2", PER MAP 5944. :.> ...,.·oo B" VCP C 0---1-s 'l' 6' V GUTTER ~.-1"--W=-6"__.,A~CP,_ ___ -+--+-~ (D R=30' R 0 L p L A PLACE) C E FOUND 2" IRON PIPE, TAGGED RCE 13817, IN LIEU OF 1" I.P., DOWN 5", PER MAP 5944. BLOCK WALL CENTIERED ON PROPERTY LINE, NORTH FACE OF WALL D.2' CLEAR CJ 6'l =v ~ "CJ i::::' "~ 6a ::" 6" 1-'<:' I;:' 6" ACP m W _ :::, • '--f-----f-----·1911---t-'-w -+---t----t------f--~ ~ -,---r--w-.§' ~ -----+-rt-. J Q:) '\ tJ' ,..\ ....... <::::i ............ ~· a· ...... ('I '<> f.6' {o ,;;· "' ' GRASS ... _ ' LEGEND GP -GUARD POST FH -FIRE HYDRANT FF -FINISHED FLOOR R/W-RIGHT OF WAY SW -SIDEWALK VB -VALVE BOX AC -ASPHALT PAVEMENT FL -FLOWLINE FS -FINISHED SURFACE TC -TOP CURB OH -OVERHEAD TSV -TRAFFIC SIGNAL VAULT SLV -STREET LIGHT VAULT TW -TOP WALL GV -GAS VALVE WV -WATER VALVE HANDICAP RAMP ~ SW I ,,,-cDNC. SIDEWALK Bl.621 w ~ oW I SW N 61' 20 15 E PLANTER FOUND 2" IRON PIPE, UTILITY LEGEND TAGGED RCE 13817, ------+--+----i---+-- DOWN 6", PER MAP 6 ~ ofiDIRT~ 130.00' NW'LY LINE LOT 1 R/W ' D I R T 6 ~> rG"-.,, ~" \__6" CONC. CURB u..y0k APPROXIMATE LOCATION EXISTING - UNDERGROUND UTILITIES ---xx --- 5944. -------1--;-, I. >.,~---oi E,\,9,a.D _,. "" 5 X --~ X ---j-.,yt x-~-X ---X ---<oil x---x0 --"le --"< 0 (/) LLJ "" 5 z "' ~ "' <( <( "' :, !,a! w 0 " z w w w m v, -_ _:_12=."_:_TRc:E=E+--~---t-----1; -<,\"7-HI--+ 0 'i§l ~\., o\· \1 1-ro'· a::: WALL 0.2' CLEAR (/) C, 8" TREE 5.5' SIDEWALK 6<.o l"o "' ,._<{f 24" TREE ,._'b / 18" TREE I o/ S -<.'ffe" o -----12" TREE x 7 _ o 1*9~ X 0 CONC. BLOCK WALL H=4± 15" TREE D I R T 12" TREE 3:: 34' X O A.C. ~ 1----"l"----t-Jt---+---jll 3-18" TREES PAVEMENT 24' 1 ' O BROKEN CURB 6' :lli "§;:&~ ~ 6" TREE "' 11·~-4=== '~~======~~~m'==-"-_.u,~+--t-:+----+----Ht-1--o Ill Q 24" TREE I 8" SEWER ON (/) CENTERLINE " BUS SIGN WATER METER VAULT 14" TREE WALL 0.2' CLEAR CURB 0.2' CLEAR PACBELL TELE. PEDESOAL (/) H=2'± 1.3' CLEAR 25 MPH I SPEED LIMIT SIGN " ELEC. VAULT '\ ~ : ~ "' CO I X N 0 z 0 ~ L IL---DOUBLE 7" A.C. TREE 0 T PAVEMENT D I R T X 6" CONG. CURB f- 0' ' C, 0 D I R T DIRT & BUSHES 1 STORY BUILDING CONC. >----SW'L Y LINE LOT 1 & R/W D I R T TRAFFIC SIGNAL BOX H=6'± ;i ~ ii' C, rJ z 0 u 16' GATE C O N C. FOUND 2" IRON PIPE, TAGGED RCE 13817, FLUSH, PER MAP 5944. "' z ;= 0 0 "- z "' VJ A.C. PAVEMENT D I R T A BROKEN A.C. PAVEMENT 5 ~ w "' u z 0 u 0 TRAFFIC SIGNAL o~)----t---w---,,a'7i' ~ t! "' ~c, "":, 'o\c, WITIH PED BUTTON & STREET LIGHT CURB ON LINE SEWER MH 60.45 RIM 53.50 FL f-l 6 (/) "' "' ow "' f-U f- (/) . :::, I '°" ~-0-"'o-SZ I -'- / X (/) 5 ~ CSE'LY LINE LOT 1 ~ ~ 6',,,. A''& X J' '? =130.09' R=2051.00' L=137.61 CONC. DRIVEWAY R/W co N 61" 20' 30" E D BUSHES Qo'--.... YARD I IGHT ON 24"¢ CONG 'U----BASE 1.5' CLEAR WITIH 6" X GUARD POST fl'. 6" PALM TREE 2.8' CLEAR ,'i!/ ~ll--~C"'UR~B,,___,O~N~Ll~N=E ~c, X, ~II------ I* 6'1, '>6 g~c ' ' ' ' ' ' ~· ' G.P. WALL H=2' & TREE rJ (D z "' o:::, uu 6" AC BERM O> "' ix, • NE'LY LINE LOT 1 N 1;i u Xz d 0 g:i --< X 6" PALM TREE 2.8' CLEAR 6" PALM TREE 2.5' CLEAR 4 "' ~11-----z :'.'i 0. 25 PARKING 11------SPACES YARD LIGHT ON 24"o CONC. -o,.=~=;/;-~~r7<i-i'-.§--'---~~ BASE 1.5 CLEAR 6 .. a::: 8 ·So----~ ~J'e l'c ~ "le ~ 0.11------ X X 6" CDNC. CURB CURB ON LINE CHAIN LINK FENCE ---<, -- 1'-" ~1'1> H=6'± WITH BARBED v.1RE 6"' YARD LIGHT ON 24"o CONC. BASE 1.5' CLEAR WITH 4" GUARD POST C.=0' 12' 36" L=7.52' SEWER VAULT f<"' II'. CONC. 6.. R=1949.DO s~~_r_+-\-c'c.+--t--',----~s"---+t-~- I \~ \\;, l'ix, I:' ul~ "' o.1z DR1vEwAY T A M A R A C K A V E. L 0 6 (I) 9D" OD' 00" (t; 89' 59' 45" UTILITY TYPE -SEWER s E T .-ELECTRICAL -TELEPHONE G -GAS W -WATER FW -FIREWATER RW -RECLAIMED WATER 0 D SL TS F IRR WW -OIL OR GASOLINE -STORM DRAIN -STREET LIGHT -TRAFFIC SIGNAL -FIBER OPTIC -IRRIGATION -WASTE WA TIER NOTE: ALL BEARINGS AND DISTANCES SHOWN ARE RECORD & MEASURED PER MAP 5944. T 2 CURVE DATA R 20.0D' 20.00' L 31.42' 31.41' T 20.0D' 2D.DO' SEE DETAILS A, B, & C, FOR EASEMENTS R/w SCALE: 1" = 20' !i' 6' WIDE GAS EASEMENT 'i: (TITLE REPORT ITEM #4) (i:_ 6' WIDE GAS EASEMENT (TITLE REPORT ITEM #4) TAMARACK AVE. N 61' 20' 30" E D E T A L ,, c'' GAS EASEMENT " d N R/W SCALE: 1" = 20' INGRESS/EGRESS EASEMENT __ - (TITLE REPORT ITEM #5) b.=O' 50' 17" I R=2051.00,'-=c::::----..... L=30.0D' D E T A L ,, A,, INGRESS/EGRESS EASEMENT SCALE: 1" = 20' (i:_ 12' WIDE ELECTRICAL EASEMENT--~ (TITLE REPORT ITEM #3) R/w 9.52' N 39' 39' 00" W ---~ C.=o· 06' 16"--- R=2D51.Do' L=3.74' D E TA L ,, B ,, ELECTRICAL EASEMENT a 0 d "' INGRESS/EGRESS EASEMENT ,,---(PARCEL B OF LEGAL DESCRIPTION) &o· 12' 36" .,----:=~ R=2051.DO' L=7.52' &o· 39• 39" --~R=1949.DO' L=22.48' /NE'LY LINE PARCEL B 32.28' -~"--c~ N 81" 33' 3D" E \ L',.=o· 30' 27" --:.cc-R=1949.00' L=17.26' I NE'L y LINE PARCEL B ul [1 I \ \ Case No. Exhibit No. CITY OF CARLSBAD Planning Con11nission ~ Dote ______ _ NO. DATE REVISIONS BY PROJECT RELEASE 1------'1'-J._.'.:4 /c_:2::9'.!./..:0~2+-P_E_R_C_ITY __ co_M_M_E_N_T_s __________ l __ B_L_, PERM IT 1---J----J------------------t----J CONST. I--J.---+-------------------t---1 AS-BUILT u _J _J f/) -+- 0 ~ ""'O 0 !,._ 0.... -+- f/) 0 0 u -+- f/) Q) ~ 0.... OJ >--+-·-·-u 0 LL •-VJ Q) 0 I O') C ·-+- Q) ..Y. L 0 2 ·-0 +- Q) O:::'. ,-- I I'() N <.O 0 01 <( u 0 E 0 0.... 0 _J 0 0 -1- -1-·-E ..0 :J (f) TAIT & ASSOCIATES INC. 90B9 ClAIREMONT I.IE'SA BLVO. SAN DIEGO, CALIFORNIA 92123 T£L. {858} 278-1161 FA::<. (B58) 278-1525 consultant job# AR1219/ CUP SUBMITIAL master release date 03/07/01 project exe date master drawn by 12/18/01 BL Filename FAC06525 03.dw Facility /Project 06525 sheet name 03 F.H.~ 204' "°' I- w LL w ...., 44'-0' RB TD CURB I I • Lf) I cu a, REMOVAL OF EXISTING DRIVEWAY AND INSTALLATION OF NEW CURB, GUTTER AND SIDEWALK TO MATCH EXISTING. ___ JU.-f"f-l ------ REMOVAL OF EXISTING DRIVEWAY AND INSTALLATION OF NEW CURB, GUTTER ANO SIDEWALK TO MATCH EXISTING. 30" HIGH SCREEN WALL 10' 6' z N "l (,J "' o· ,,. u, ' "' 0 (Jl D • ·. ·. b ... , .• : t..'~. . :: o: . ... . ... _ ·. ·. b .· .. ._ ... .· . i. ' .... . . ··..:...._ -. D 0 15'-0' SETBACK ~ ~ D 5' -Ii-: C\I Cl) LL (\J <( . x:s:O -a: Cl) ..,,. <( CX) ..,,. 0 (0 0) 8 • "' "' :::, u D f- "' "' :::, • "' _, Lf) M 7 PLANTER POTS (TYP. OF 4) • • TYP. 9 10 -+-+-+---+---+--~ <J== C--1------- "' "' u CAROL PLACE 80' X 39' AM/PM MART 2,997 SO. FT. = = = • ~ 5 4 3 2 J 9' J 8' J 9' ~ ' TYP. • I ' ("') MAP 5944 ---- • • ~ 90' X 40' m CANOPY m TRASH BIN I PER GS-16 z u, 0 N 13,600 SO. Ffbi!ll '--r34f!, ~tt • • • • --- • 0 Y'. I ii] ~ VJ L=137.61 D 0 MONUMENT SIGN 1 O' DEDICATION -- FOR SEWER EASEMENT t,, =3" 50' "' Q'. :::, u D f- "' Q'. 5' .· ,/\ -. . .... • • .. , •• _· / .. \":. t:,.··· .. :-. . . 60'-0' f- "' "' :::, u c:F;AMARACK AVENUE :::, u • -----v ----,+----i§:' r:= ------- NO WORK TO BE DONE ON LOT 2 LOT 2 l=J 17.43 R= 1949 - --- • ' 5'-0" PLANTER 4'-0" SIDEWALK w II. I I 19'-0' ..•.. R/1,' = 63'-4' 44'-0' EXIST AC PAVEMENT EXIST CONC. CURB II. E I 10'-4' 4-'-10" PLANTER 5'-6" SIDEWALK TYPICAL SECTION JEFFERSON ST. NO SCALE s II. I R/1,' = 95'-10' 80'-4' EXIST CONC. CURB TYPICAL SECTION TAMARACK AVE. NO SCALE ' 4" P.C.C. SIDEWALK s II. I 19' -1' : I . ··, .-.. II. I R/1,' = 53'-10' I I 35'-9" 9'-0' I f PAVEMENT . EXIST CONC. CURB TYPICAL SECTION CAROL PL NO SCALE CALTRANS --- RIGHT OF WAY R=37 • 72'-0' I I I DOUBLE YELl.f)W STRIPING / I I I I I HWY. 5 OFF RAMP N 4'-o" PLANTER 5'-0" SIDEWALK II. N I I I 10'-0' I I a, --=== -.L----------==={> C--------------------- ------I I Ix " 1 tj °!ta ;:: I "' u 1 "' -_,,;;; -J<l I I I ;tiF~. H;;;. ;;::;;~~;;::;;;;::;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;l'.:::=r;;;;;;;;;;;;;;;;;;;;;;;;*;;;;;;;;;;;;;;;:;;;;;:;;E::::::5r;;;;;;:;;;;;;:;;;;;;:;;;;;;;;;;;;;;;;:;;;;;;;;-i/ I I I SITE PLAN SCALE: 1" = 20' -0" NORTH I I PROJECT DIRECTORY OWNER : APPLICANT : SAAD ATTISHA 4142 ADAMS AVENUE SAN DIEGO, CA. 92130 ARCO PRODUCTS COMPANY 4 CENTERPOINTE DRIVE LA PALMA, CA. 90623 CONTACT : PHONE: FAX : CONTACT : PHONE: FAX : ~ MD ATIISHA 619) 300-9201 619) 442-6257 KENT ALLEN (714) 670-5258 (714) 670-5439 AGENT FOR APPLICANT : TAIT AND ASSOCIATES INC. CONTACT : 9089 CLAIREMONT MtSA BLVD., SUITE 300 PHONE: SAN DIEGO, CA. 92123 FAX : tESL~E BURNSIDE 858 278-11 61 858 278-1525 LANDSCAPE ARCHITECT : STEVE AHLES P.O. BOX 682 CARDIFF, CA 92007 CONTACT : PHONE: FAX : tTEV~ AHLES 760 632-0288 760 632-0289 GENERAL CONTRACTOR: T.B.D. PROJECT DAT A GROSS SITE AREA 36,927 S.F. / 0.85 AC. NET SITE AREA 27,145 S.F. / 0.62 AC. BUILDING AREAS BUILDING: CARWASH: CANOPY: 2,997 S.F. 968 S.F. 3,600 S.F. PARKING SUMMARY1 PARKING REQUIRED: 1. ARCO 2,997 / 300 + 3 = 13 SPACES (INCLUDES 1 HANDICAP) PROJECT NOTES CONTACT : PHONE: FAX : LANDSCAPE 1. ON-SITE: 7, 132 S.F./ 19.3% 2. OFF-SITE: 1,065 S.F./ 2.8% TOTAL: ZONE A.P.N 8,197 S.F./ 22% C-1 204-292-2400 PARKING PROVIDED: 1. ARCO 1 HANDICAP SPACE 13 STANDARD SPACES TOTAL: 14 SPACES OF OF OF CD EXISTING INGRESS/ EGRESS EASEMENT PER FILE NO. 127725 OF TITLE REPORT. SEE ALTA SURVEY SHEET 03 . 0 ELECTRICAL EASEMENT/ SEE ALTA SURVEY SHEET 03. 0 SIGHT DISTANCE CORRIDOR PER CITY STANDARDS (NOTHING OVER 30" IN THE AREA) . @ 2' MAXIMUM ROOF OVERHANG OVER SETBACK. SITE SITE SITE ® PER GRADING PLANS -REMOVE AND REPLACE EXISTING DRIVEWAY . @ GAS EASEMENT SEE ALTA SURVEY SHEET 03. CITY OF CARLSBAD Plc1nning Co1111nission ------------------------------------Crise No. ------ ------------------------------------Exhibit No. _J)_~ Dnte NO. DA TE REVISIONS BY PROJECT RELEASE 1 4/29/02 PER CITY COMMENTS BL 1----+--1----"1------------------..,__ __ __, PERMIT t----+---l---------------------1------l BID CONST. AS-BUILT ~~ ~,,. u _J _J Cl) -+-u :::s --0 0 L CL -1- Cl) 0 0 u -1- Cl) Q) 3: CL m >--+-·- 0) Q) 0 C >O ·-·-!.... l'f) !.... 0 L() Q> I Q) Q) 0 C +-r----. •-C !..O 0) ·- C 0 ,,.--.... w 0.. -..;;t !.... .-- Q) r----. '"O +-....._,. C C Q) !..O 0 u !..O 0 C ""-I" .-- I 0) ·-U) Q) 0 I 0) C ·--Q) ~ !.... 0 2 ·-0 -Q) O:::'. l'f) N !..O 0 0) <( u -0 E 0 0... 0 __J ,,.--.... 0) ..-- ..-- 0 0 +-+-·- TAIT & ASSOCIATES INC. 90B9 CI.AIREMONT M~A BLVD. SAN DIEOO, Q\LJFORNIA 92123 TEL. (858) 278-1161 FAX. (858) 278-1525 consultant job• AR1219/ CUP SUBMITTAL master release date 03/07 /01 project axe dale master drawn by 12/18/01 BL Filename FAC06525 04.dw Facility /Project 06525 sheet name 04 C/L " "' <( :,; I '-' z w ID L R/W I (::µ ,. ~ I ~f----+--G-1~1~/_2_"_H_.P_._o--"-..~ ~ " --------+-,... 8" VCP - (/) 0 161. 76 \52.16 1-- I-- I IMY FL) a_ ~ in I a, I') ClJ N z JOIN.(R1 .57 TH (61.12 FL) (61.888\M,, CLOSE EXIST DRII EWAY 1---1---- 1-- I-- I Cl 4" LJ D n (~ Q_ ~ ' "' JOIN(61.18 Tel \6C 70FLJ z <( °" 0 °" w 0 z :::, ,: w z C A L - R (0 L p L A ((SANDRA PLACE) ,------..---A A M A R A N 51• 20' 30" E L---~-A 18.52' 18.52' C E l~ C K -8" VCP i'i' L 6" ACP ---w- (R1 .59Td / ., ' , 163.97TCJ (63.49FS) Cn1.58 Tr) ~ ~ L) , 163.79TCJ (63.34FS) l R /IA/ ' li1.98RIM l:;3.38 FL) ( IN FEET ) 1 INCH -20 FEET REMOVE & REPLACE V EXIST. AC PAVEMENT w A "'V L go ~ c. -([_---- C/L R/W 63.9' (VARIES) 58.82' (VARIES) VARIES 30.00' 34.83' 40.00' 9.67' 56.67' ~ e-----':...::..:..:....::_ ___ --1~------------~-----------~1~----+~-----------1-~--~~----~1-----------~-i------~-i---------~1~ ~ 18.oo' 12.00' 12.00' 9.40' 6.33' ARCO <e ~ ~-----t-~-----'~--i [L I "' ~ ( 9. 40') 2.0% 2.0% 1 '.i ~ FF=64.35ft 10.0' 53.7' (VARIES) °"<e ~ M~ M~ t ---y --C~ "' ,M. C) ;• W"-RB ___ (P) 4" P.C.C. SIDEWALK --(P)_6_' -CU~RB /='; ~(:P)~A~.C~~-:::::~:E~NT=~r--""~Y=AR'.:;=.~~=-DkRl"'VE,;S;~;;:=ij%r:±'.53.,.~1:;s.8~%ii::~ .. ,;:,.;:;.:;:,,,~ .. 2,.·•L·, .. z:,, •. ;E,•,;.i~.:,J~:i~;. ·-~·.:O,,;:,,,:,:, ... ;;,-.:;::, ,t;, ·J:i·-! .. ']._._~~-10~:=· :._Ii ~ 1 • ~l --~ (E) A.C. PAVEMENT J P) CURB & GUffiR (P) CONCRETE PAVEMENT CR Os s-s EC Tl ON A-A (P) TANK SLAB (P) CURB & GUffiR [ ,...--L(E) A.C. PAVEMENT (E) CURB & GUffiR (P) SCREEN WALL \_(E) CURB & GUffiR (E) SIDEWALK (P) CURB N. T. S. (P) CURB (E) SIDEWALK SYMBOL FS GB BW R/W TC FL -----®--- --(64)-- BO.DD (BO.DO) LEGEND DESCRIPTION FINISHED SURFACE GRADE BREAK BACK OF WALK RIGHT OF WAY TOP OF CURB FLOW LINE FLOW DIRECTION PROPOSED ELEVATION EXISTING ELEVATION PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION FLOW LINE ----R/W MAGNOLIA AVE. SITE TAMARACK AVE. 0 CJ w 0 J---'. z i--: ~ ~ ~ ~ z ~ 0 :::; ~ ~ "' 0 w ~ CHINQUAPIN AVE. b ---+------+-- ~ ----ft RIGHT OF WAY LINE PROPERTY LINE EXISTING TREE NO SCALE VICINITY MAP e ~ ••• ~ PROPOSED YARD LIGHT CONCRETE PAVEMENT SCREEN WALL CITY BENCH MARK PRELIMINARY GRADING DATA: TOTAL AMOUNT OF SITE TO BE GRADED: 0.85 AC PERCENT OF TOTAL SITE GRADED: 100% AMOUNT OF SITE '111TH 25% SLOPES OR GREATER: 0.00 AC PERCENT OF TOTAL SITE WITH 25% SLOPES OR GREATER: 0.0% AMOUNT OF SITE 'MTHIN HILLSIDE REVIEW: N/A PERCENT OF TOTAL SITE WITHIN HILLSIDE REVIEW: N/A MAXIMUM HEIGHT OF FILL SLOPES(S): N /A FEET N /A SLOPE RATIO MAXIMUM HEIGHT OF CUT SLOPES(S): N /A FEET N /A SLOPE RATIO EARTHWORK STATEMENT OF QUANTITIES: RETAINING/CRIB WALLS: HOW MANY: N/A CUT: 390 CUBIC YARDS FILL: 110 CUBIC YARDS MAXIMUM LENGTH: N /A FEET MAXIMUM HEIGHT: N /A FEET NET: 280 CUBIC YARDS (EXPORT) *POTENTIAL REMEDIAL GRADING PER SOILS REPORT= 3,911 CY Note: The quantities as shown hereon are for permit and/or banding purposes only. The Grading Contractor shall be responsible for verification of quantities prior to the start of grading and account for distributing any excess material or supplying any deficiencies to bring site to design grade. The above cut and fill figures represent pure volume figures only. There is no consideration taken for shrinkage, subsidence, or any other loss factor. METHOD OF DRAINAGE: ON SITE DRAINAGE FROM THE STOREFRONT FLOWS SOUTHWESTERLY TO GUTTERS THAT DRAIN TO TWO ON SITE CATCH BASINS WITH "FOSSIL FILTERS". THE CATCH BASINS WILL DISCHARGE TO JEFFERSON ST. AND TAMARACK AVE. VIA SIDEWALK UNDERDRAINS. BEHIND THE STOREFRONT DRAINAGE FLOWS NORTHWESTERLY TO GUTTERS THAT DRAIN TO AN ONSITE CATCH BASIN WITH A "FOSSIL FILTER", WHICH WILL DISCHARGE TO CAROL PLACE VIA A SIDEWALK UNDERDRAIN. BASIS OF BEARINGS: THE BEARING OF NORTH 2s· 39' 45" WEST FOR 1HE EASTERLY LINE OF LOT 1 AS SHOWN ON MAP NO. 5944 FILED IN OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON AUGUST 23, 1967. LEGAL DESCRIPTION LOTS 1, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 5944 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. BENCH MARK: NUMBER: --- ELEVATION: 60.94 FEET DESCRIPTION: CITY OF CARLSBAD DATUM, TOP CURB LOCATION: NORTHERLY BCR OF NORTHWEST CORNER INTERSECTION TAMARACK AVENUE AND JEFFERSON STREET, SHOWN AS STATION 10+85.27 ON CITY OF CARLSBAD ENGINEERING PROJECT NO. 3203 (DWG. 321-6 DATED 4/27 /94). CITY OF CARLSBAD Planning Con11nis::.ion IMPORTANT NOTIICE Section 4216/4217 of the: Government Code requires o Dig Alert identification Number be issued before o Permit to Excavate will be valid For your Dig Alert ID Number Coll UNDERGROUND SERVICE ALERT 1-800-422-4133 For Underground Locating 2 Working Days before You Dig Case No. -- Exhibit No. /3 Dute -~----~--- Engineers Note to Contractor: The existence and location of any underground utilities, pipes, and/or structures shown on these plans were obtained by a search of available records. To the best of our knowledge, there are no existing utilities except as shown on these plans. The contractor shall ascertain the true vertical and horizontal location of those underground utilities to be used and shall be responsible for any damage to any public or private utilities, shown or not shown hereon. NO. DATE REVISIONS BY PROJECT RELEASE f---1-+_4,_/_29---'/_0_24-P_E_R_C_ITY __ c_o_M_M_EN_T_s ___________ f---EA_J_-l PERM IT BID f----t----+-------------------+----J CONST. 1--t----+-------------------+----l AS-BUILT u __J _J (/) -1- 0 ::Ji u 0 !,_ o__ -(I) 0 0 u -(I) Q) ~ >--1-·-·- 0) Q) 0 C >o •-'i._ ~ L D Lf) a> I Cl) C Q) 0 ·-c" 0) ·-lO C O ,,..--.... w e-'¢ Q) .-- "D -+-I' C C '--" 0 (J) u lO C -,;;:J-lO 0) 0 ·-VJ (I) 0 I 0) C ·--+- 0) ..:y_ l,._ 0 2 ·-0 -+- 0) O'.:'. co 0 0 N CY) I ~ N lO 0 0) <:( u 0 E 0 Q_ 0 _J z <:( _J Q_ C) z DRAWN: EAJ DATE: 4-05-02 CK'D:CEH DATE: 4-05-02 REVISION NO: DATE: TAIT & ASSOCIATES INC. 9089 CLAIREMONT MESA BLVD_ SAN DIEGO, CALIFORNIA 9212J TEL {B5B) 278~1161 FAX. (858) 278-1525 consultant job# AR1219/ CUP SUBMITTAL master release date 03/07 /01 project exe date master drawn by 12/18/01 BL Filename ar1219dconc.dw Facility/Project 06525 sheet name 05 TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON IS BASED ON THE ALTA DATED MAY 25, 2001 BY KENDRICKS AND ASSOCIATES, INC APN# 204-292-24-00 ar1219clconc.clwg 4-8-02 4:46:29 pM EST -----~ ARCO LANDSCAPE CONCEPT PLAN CONCEPT STATEMENT Tl-IE LANDSCAPE PROVIDES AE5TI-IETIC AND FUNCTIONAL TREATMENTS OF A COMMERCIAL BUILDING. PALMS, FLOWERING TREES, 51-1RUB5 AND GROUND COVER OF A REFINED CI-IARACTER ARE FEATURED. STREET TREES ARE PROVIDED. NEW PLANTING INCLUDE SEVERAL LOW WATER AND MAINTENANCE SPECIES. SOME PALMS EXISTING ON SITE MAY BE TRANSPLANTED IN LIEU OF NEW PALM PLANTINGS INDICATED. ALL LANDSCAPING WILL BE PROVIDED IN CONFORMANCE WITI-I Tl-IE CITY'S LANDSCAPE MANUAL WATER CONSERVATION PLAN WATER CONSERVATION 15 PROMOTED TI-IROUGI-I Tl-IE 'I-IYDROZONE' GROUPING OF PLANTS WITI-I SIMILAR IRRIGATION REQUIREMENTS. TURF 15 LIMITED TO 10% OF Tl-IE LANDSCAPE AREA. PLANT WATER REQUIREMENTS AREA GENERALLY PROGRESSIVELY LOWER CORRESPONDING TO Tl-IE DISTANCE FROM Tl-IE BUILDING ENTRANCE. AN AUTOMATIC IRRIGATION 5Y5TEM5 WITI-I ALL EQUIPMENT SUITABLE FOR Tl-IE USE OF RECLAIMED WATER AND D.E.1-1. REQUIREMENTS RELATIVE TO RECYCLED USE WILL BE PROVIDED. PLANTING ZONE PERCENTAGES LANDSCAPING 15 CLA5SIFED INTO ZONES REFLECTING Tl-IE PLANT'S VISUAL, WATER CONSUMPTION AND MAINTENANCE CI-IARACTERISTICS. % OF SITE AREA WATER USAGE LANDSCAPE PER YEAR ZONE I-LU51-1 !TURF! 1.1% 800 30-45'/ SF ZONE 2-REFINED ':13.I ':1500 15-25'/SF. ZONE 3-TRANSITIONAL @f)% 0 5-10'/ SF. ZONE 4-NATIVE @f)% 0 0'/ SF. TOT AL LANDSCAPE AREA 10,300 PERCENT AGE OF 51TE LANDSCAPED ±21% MAINTENANCE NOTE AFTER COMPLETION OF AN E5TABLl51-1MENT PERIOD BY Tl-IE INSTALLATION CONTRACTOR, MAINTENANCE WILL BE PROVIDED BY Tl-IE PROJECT OUINER. I I I I I I I I I I I I I I I I-I ~I a: I ~I I z1 o, U) a: I ~I LL I w/ --, I I I I I I I I I I 0 CAROL PLACE AM/PM MART = == = 7 6 5 4 3 2 42" HIGH SCREEN WALL TRASH BIN LOT1 --- -- - -- - - - -- • • • • • • m CANOPY m ; ; • • • • • • ~-- - --!-- - - - -- ( 1 [!] [!] (~11 ' ® : ® l ® :! ~ ,~ l~!i 1-.oooQAL. r j DIESEL ff ...... I@ :1.· UNL PREM. I .22,000~ 9.:? OCT. \ !'! UNLEADED t-,;\, '-// [ 87 OCT, ~ __ .,.... ! © 10. 11 2 /) I I I I ljll I I I I I I :\--'--c-''il/ - -_J MONUMENT SIGN \ NO WORK T \ \ \ \ \ --~ -REDWOOD f-!EADER;lf PID,l-----__ 516f-!T DISTANCE LINE ' AVE N ,U E --------------------------==---------------------- ' LANDSCAPE CONCEPT PLAN 20 40 FT. I tlllllllllllllllllllllll l llllllllllllllllllllllllllllllllllllllllllllllllllit111111111111111111111111 ==-- PLANT LEGEND Tl/ESE PLANTS OR SPECIES /JJIT/1 S/11/LAR CIIARACTERIST/CS ARE PROPOSE[), S)11fJOL eoTANICAL NA/1E C0/1/10N NA/1E SIZE ~ Af'f'ROXl/1ATEL r /3& TOTAL PLANTS ZONE l-REFIN£0 (PA!<K/11AY TREESJ + ERYTI-IRINA CAFFRA CORAL TREE TRl5TANIA CONFERTA BRISBANE BOX CASTRUM ROMANIZOFFIUM QUEEN FALM ARECASTRUM ROMANIZOFFIUM QUEEN FALM -----/ '\ ( \ I CD I EXISTING STREET TREE TO REMAIN '\ / ----SHRUBS Af'f'ROXll1ATEL r 3e& TOTAL PLANTS ZONE 2-REFINE[) (!) CARISSA 'TUTTLI' © ESCALLONIA 'FRADESII' @ HEMEROCALLIS 'YELLO.U KING' 0 STRETLIZIA REGINAE @ RI-IAFI-IIOLEFIS I. 'CLARA' 0 ROSEMARINUS 'FROSTRATUS' NATAL FLUM ESCALLONIA DAYLILY BIRD OF PARADISE INDIAN 1-!AWTI-IORN STAR JASMINE EXISTING I!; GALLON 12 BT!-1 6·12 BT!-1 MULTI TRUNK !'> GALLON S GALLON I GALLON S GALLON S GALLON !; GALLON @ PLANTER FOT /FER SITE FLAN) WIT!-1 FOLLOWING PLANTING EAC!-1- 1-STRETLIZIA REGINAE BIRD OF PARADISE I!> GALLON 6-CUFI-IEA 1-!YSSOFIFOLIA FALSE 1-!EATI-IER I GALLON VINES Af'f'ROXll1ATEL r 4 TOTAL PLANTS ZONE 2-REFINEO j FICUS REFENS GROUND COVERS ZONE/-L111311 FESCUE ZONE 2-REFINE!) FELAGONIUM FEL TA TUM 1-!EDRA HELIX CREEPING FIG I GALLON TURF GRASS SOD 4 EXISTING IVY GERANIUM FLATS 12' O.C. ENGLISH IVY FLATS 12' 0.C. Cc1se No. CITY OF CARLSBAD Planning Co1nn1ission 1::xhibit No. ____E_~ Date ___ _ ~~ ARCO ~~ ~,,. Products Company~,,. Steven M. Ahles LANDSCAPE ARCf-!ITECT P.O. Box 682 Cardiff, California 92007 CA# 2538 760.632.0288 NV# 441 fax/data 760.632.0289 PRELIMINARY PLAN NOT FOR CONSTRUCTION PROJECT NO.: ISSUE: UPDATE: 0145 II Ma~ 01 13 June 2~01 B Apr ii 2002 ':i Ma~ 2002 L-1 Division of AtlanticRichfieldCompany CONCEPT LANDSCAPE PLAN NEW ARCO STORE # TBD 810 TAMARACK AVENUE CARLSBAD, CA. 92008 PREPARED BY I NAME , TAIT AND ASSOCIATES. INC. ADDRESS , 9089 CLAIREMONT MESA BOULEVARD, SUITE 300 SAN DIEGO. CA. 92123 PHONE 11 , 18581 278-1161 PROJECT ADDRESS , 810 TAMARACK AVENUE CARLSBAD, CA 92008 PROJECT NAME , ARCO CUP SUBMITTAL PROJECT NO. AR1219 SHEET TITLE , CONCEPT LANDSCAPE PLAN SHEET NO. 5 TAIT & AS80CIAT1!9, INC. CONBILTINQ ENGINEERS 9089 CLAIR!IIONT IIEIA BLVD. SUITE 9100 SAN DEBO, CA. 11113 IB1181 ITB-flB1 FAX IIIBJ 178•111:11 REVISION 14 , ------- REVISION 13 , ------- REVISION 12 , ______ _ REVISION 11 , REVISION 10 , ------- REVISION 9 , -------- REVISION 8 , _______ _ REVISION 7 , -------- REVISION 6 , _______ _ REVISION 5 , -------- REVISION 4 , _______ _ REVISION 3 , _______ _ REVISION 2 , -------- REVISION 1 , -------- ORIGINAL DA TE • .__,0,,__,,3'-'·0=7'--·.,,,_01,.__ __ _ SHEET 5 OF~•---- DEP • _________ _ ' Wall Legend ALTERNATE DOWNSPOUT:----\. LOCATION, SEE NOTE 13 '\ 19'-0" 9'-0'" 5'-0" \!\! I 1'-6" 10'-1" 8'-o 1/4" --MOF SINK w/ WATER HEA ER ABOVE 80'-Q" 5'-3 1/2" 8'-1 1/2" 36'-o" 3",;, DOWNSPOUT- SEE SITE PLAN FOR r--CONTINUATION 19'-Q" 8" EXTERIOR WALLS 2 X 6 STUDS SPACING PER STRUCTURAL DRAWINGS WITH INSULATION, INTERIOR FINISHES VAF?'f. EXTERIOR FACE 7 /8" CEMENT PLASTER OVER 1 /2" PLYWOOD SHEATHING. INTERIOR WALL 2 x 4 STUDS at 16"o.c .. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. PREFABRICATED COOLER/FREEZER WALLS INSULATED STEEL PANELS BY COOLER/FREEZER MANUFACTURER. ~'<-------l+l~~l~~MA~l;N~SiWilTCiH~~~~l~~~~l~~~~LE~:;l~~ICA~;~p~~~N~~E~i~~J~~~~~~~~~~~~~~~l~~l~~i-~-~~~~,~~~~~-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~.~-~~~~~~l~~S~EE~N~OT~E~1~3~~~~~~~~~~~~~~~============]'--~~r--r Ai,'.ru;i:JO~.ff,, 3 COMPARTMENT_/ ;._ ~ ~ -_--I ;,. ' 2 Al AIR -~ 0 I SP, 7/ 'o I ' N ' ,0 I 1,, ~ "' '" I "' N I "' mNK ' 1 ~ UTILITY I PREFAB COOLER "' ~ RE EZER I SEE NOTE 14 1 . T, ~F:~ \ I : 111• ... 11••11ffil!!ll //'''. ~E ~B~~~~ 0 ~/ I -.1 ? -r----i -$ / ~ eek = = eek = v v : Ao0~~b L....l::::=~::::::C.==·:".:=:::':::::L......,41 ..,, ,,-~ I I ~ ;v' ( SALES \ : 9 \ COUNTER/ §§§ "... __,-/1' '',...j-------ELECTRICAL STUB-UP FOR II ~ CASH REGISTER. (1YP. OF 2) 11 /011 /2 _,,--0,....___ EPRESSED LAB AREA EE NOTE 1 _J ' 0 I ;.., ROOF LADDER N I :'.l I L _J = D L _J C7'"<"i / '-----SALES COUNTER. SEE SHEET 'k--~<c-------1'-+ -=::::::___ ......._ A3-1 FOR CABINETS (ELEC. " W, ] 0 OWGS. SHOW OUTLETS) z1 I -) '-.1 __ 112A-1DB.C. FIRE ,::;«_ I I I H+------"..::::,,-L--I 2" MIN. Al I SPACE, TYPIC 1- l I I I I I I I I I I I ' ;._ N ' ' ~ ,0 ,0 I I . . " " ( :4" +-=-</ EXTINGUISHER CIGAREnE MERCHANDISERS 'II ,, :a :a !!! m N~ m'> :a Ill II J ~fN~iR~i~ -SALES AREA (EXIT) 3'-6" 3'-8" 3'-9 1/2~ 3'~7" I J ' N ' ~ .... ( ' "' I ' -:... 0 I -,, ( " I ,,A~ /4~ ~LY/ I -· +-c------1-..,_..-e I ARE, ""EN WOMEN I N ' "' I " • N ' 0, I 0 ::::_ I D EE NOTE 1,,. D ,,!'E SHJB ,f,__4--l d SEE SHEET A:i1 I O ~NJD f.lOTE u '-.. O AND_....MfflE-...S 11 I ~ _L ~ 5·-0· I " ~ '-\ 1 [,] 3'-" l"'v{ I i'V =~ I/ ! ~ lA ',lAJ HAND -;=::t:::~Els~~~~§E~~~eeseese3!:!Eeesees~~~~~~~~~i!it:==::=saaa~;;::::!::::;;;;;;;aaa~==ci!lj'ee'e""""""~"""""li"""~"""""""""3C!Ea""""""""""""~Es'!~"""~~~, SINK"""' I, I """ ID 6" STUD ({ \\ I Q - I 6'-4 1/4" '" 6'-4 1/4" 0 0 0 0 I ( \ '-- • 0 I 1,, "' l[8JJ -~ WALL . M I A ---1/~::=::::::=~~~=~~::;::::!.cl!l-l _______ _,(~-+ '--/ I I I ---- ~-_J.~.-•• -oo_w_N_S_P_O_UT---S-EE _ _/ __ ,_,//-t::::::::::::::::: ------3.:''11 DOWNSPOUT-SEE SITE~ -: 1----'------1 1 -/-~--'--- PLAN FOR CONTltlUAOOM-:: -------------------_______ --_______ --::_= ::.=----SURFACE MOUNTE BUILDING---¥ ---SIGN (TYP. OF 3) ---------------- SITE PLAN FOR CONTINUATION -- -:: ----- -_ -r----=====-------- Notes 1. All WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. ALL DOOR DIMENSIONS ARE TO CENTERLINE. 2. ALL FLOOR SINK AND FLOOR DRAIN DIMENSIONS ARE FROM EDGE OF FLOOR SLAB TO CENTERLINE OF OPENING. 3. ALL EXTERIOR WALLS SHALL BE 2 x 6 STUDS. SEE STRUCTURAL DRAWINGS FOR SPACING. 4. ALL INTERIOR WALLS SHALL BE 2 x 4 STUDS at 1 B"a,c. UNLESS OTHERWISE NOTED. METAL STUDS MAY BE USED IN PLACE OF WOOD STUDS. 5. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND BEAM REQUIREMENTS. 6. INSULATION SHALL BE INSTALLED PER LOCAL ENERGY CODE REQUIREMENTS. SEE SCHEDULE TI-HS SHEET. FLOOR PLAN 11'-0 1/2" 12'-2 1/2" 22'-5 1/4" 7. REFER TO SITE PLAN FOR SPECIFIC SIDEWALK AND PARKING CONFIGURATION. SITE PLAN CONFIGURATION TAKES PRECEDENCE OVER THIS DRAWING. 8. RESTROOM FLOOR SLAB DEPRESSED AT FLOOR DRAINS. SEE STRUCTURAL FOUNDATION PLANS. 9. FIBERGLASS REINFORCED PLASTIC (FRP) FINISH ON PREFABRICATED COOLER ANO FREEZER BY GENERAL CONTRACTOR. 10. FLOOR SLAB BELOW PREFABRICATED FREEZER DEPRESSED 4-1/2" FOR PREFABRICATED FREEZER FLOOR. 11. GENERAL CONTRACTOR TO PROVIDE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2A-10BC (4 MIN.) VERIFY RATINGS, LOCATIONS AND TYPE w/ LOCAL FIRE DEPARTMENT. SCALE J/16" = 1 '-0" 11 '-2 3/4" 12' -0 1 /2" CLEAR OPENING 81'-4" 12. DRAWINGS SHALL NOT BE SCALED FOR LAYOUT OF MATERIALS. USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT OR FIELD ENGINEER BEFORE PROCEEDING TO CONSTRUCTION. 13. ADD DOWNSPOUTS IN LOCATIONS REQUIRING PERIMETER GUTTERS FOR SLOPED ROOF AREAS AS NECESSARY. 14. USE 1/2" PLYWOOD BACKING IN LIEU OF GYP. BO. IN BACK ROOM WHERE FRP OR STAINLESS STEEL WALL COVERING OCCURS. USE CEMENTITIOUS BACKER BOARD ON WALLS WITH CERAMIC TILE. NORTH 5 1/2"-5'-5 1/2" 6'-3 1/2" -*'l~-----,1<--------Jr- 22'-5 1/4" 12'-2 1/2" CITY or CARLSBAD Pl~nning Con1111is~ion -- ----- - -.. - - ------ - - - -. ----. --- Crtc,~ No. NO. DATE REVISIONS BY PROJECT RELEASE 1 4/29/02 PER CITY COMMENTS BL t---+-~--1--------------------+----l PERMIT l---+-----+-----------------------1------' BID CONST. AS-BUILT (_) _J _J en -+-u ::; ""'O 0 L. 0..... -+-en 0 0 (_) -+-en Q) ~ 0..... m >-~ ·-·-t) 0 Li... 0) Q) 0 C >O ·-·-!..... r,t) !..... 0 I..{) Q) I Q) 0 C ~I'-•-CLO 0) ·- C 0 ,..--... w 0..""'" !,_......- Q) I'- "'O -+-,.____... C C Q) LO 0 ULO 0 C "<t ....... I 0) ·-en Q) 0 I 0) C ·-+- Q) ..::::t. !..... 0 2 ·-0 +- Q) O::'. r,t) N LO 0 01 <( u -0 E 0 Q_ 0 _J .,----.... m ....... ....... 0 0 +-+-·-E ...0 :::J (/) -+-<D (,) 0.... ~ Q) - TAIT & ASSOCIATES INC. 9089 CLAIREMONT MESA BLVD, SAN DIEGO, CI\LIFORNIA 9212j TEL. (858) 278-1161 FAX. {858) 278-1525 consultant job# AR1219/ CUP SUBMITIAL master release date 03/07 /01 project exe date master drawn by 12/18/01 BL Filename FAC06525 07.dw Facility /Project 06525 sheet name 07 en· .; ~ +13'-10 1/2" TOP OF REVEAL ~ +9'-10 1/2" ~ +5'-10 1/2" TOP OF REVEAL ~ ;04~-~~ REVEAL . . . . .. -. . hl~··.··· -...•. · ... ·.·• ... ·I I 1. .I . I I I I "--FF~~~~~~~"'9 I xx' 8" HIGH ADDRESS NUMERALS 5 9 12 .:·_ ·. --~-_.·· ..... ·.:-_ ... ·. ·.·-· _-_ -. -' . '.-: .. -~··· ._ :· ·, .. ·_-··-·- ' ~ 8 TYP. 6 ~ TYP. 4" BREAK METAL BASE DENOTES TEMPERED GLAZING --J EMERGENCY SHUT-OFF SWITCH & SIGN SEE TK DWGS. FOR EXACT LOCATION 1 · .. _-.·.~· ·:·_' .. _ ... _:. ~ lr-~"'%:c-tt--~itt-<-7>-tt<--=ill + 19' -0" A.F.F. $ PLANTER POTS --J (TYP. OF 4) ·. r-C....1 r--, + 17' -0" A.F.F. $ -1 ,--1 ~-30"H x36"W ACCESS WAY BEYOND I I I + 19' -0" A.F.F. + 17' -0" A.F.F. + 10'-0" A.F.F. $ EQUIPMENT SCREEN 0'-0"$ I I I ~~· ·~'lF""" ____ ""="";===. == .. =. = ... =_=.=.=. =. · = .. = .. "":=="".=.===. = .. =. =.= •.. = .•. =.=. ""· = .•• =.== .. = .. =.=_""l L _ :__ L :.J :__ r ----·-·~-~- I .J 4 ~-~5>-------- I .. 1 I · · I L • ~ L _1 __ J F.=.=.=.="".=. =.=.'='. =.=· = .. =· ==. ======~==;;t,'i=l _-,---=-:--,------~ ~ -.. --'-----.:..,...,, _,_ .:...._ :.._.:._ -____:. --___: -_____: -~F-'""'· ="'"· =-=--""'"1-i-1 .. · [' . I I " I • . .. I I I I. 7'-o" EQ. EQ. West Elevation ~~S=CA=L=E,==3/=1=6="==1=,_=0=,,=================== 19'-8" EQ. EQUIPMENT SCREEN II II : 11 .... · II . 6'-0" EQ. EQ. :r -::--~-.. .J I I 1 • . 7'-0" EQ. + 1 o' -o" A.F.F. $ "-----(9)----/ _,------<.2 I I .I I .··. 7'-o" EQ. ! • ' ···• 1 I I I b--.J I I ~~h~:s1F7~~:::1r'77:1r;li7S't7'7?777"tt~\ EQ. EQ. EQ. 7'-o" I I @1=s=~A=~=. s=,:=16= .. ==~=~0=~=v=a=t=i=o=n==== ~-----EXTERIOR LIGHTS, WALL WASH FIXTURE 11 I I 11 . EQ. ~-OVERFLOW SCUPPER (48 SQUARE INCHES MIN.) 11 · · 11 ~· • .. ·.· c..cJ~ ·. I . I I 111. D EQ. EQ. 6'-0" ~-DOWNSPOUT SEE SITE PLAN FOR CONTINUATION OR EXIT THROUGH CURB FACE WHERE PERMITIED. (TYPICAL) + 19'-0" A.F.F.$ + 15'-o" A.F.F.$ rc====~===irrc=====~===="'ii l I / ' I ' / o'-0"$ FINISH FLOOR 19'-8" + 19' -0" A.F.F. $ + 15' -0" A.F.F. $ o'-0"$ Legend MARK DESCRIPTION FURNISHED AND INSTALLED BY CODE MATERIAL P-1 PAINT(EXTERIOR) P-2 PAINT(EXTERIOR) SAND FINISH STUCCO, PAINTED P-1 SAND FINISH STUCCO, PAINTED P-2 1" REVEAL IN FINISH INTERNALLY ILLUMINATED SUN ARCH INTERNALLY ILLUMINATED SIGN LETTERS (am/pm) DOUBLE PANE CLEAR GLAZING, TYPICAL (TEMPERED WHERE NOTED) ANODIZED ALUMINUM ENTRANCE DOOR & FRAME (CLEAR) ANODIZED ALUMINUM (CLEAR) ACM BACKED GRAPHICS BAND W/ AM/PM COLOR DECALS PAINT TO MATCH 0 NOT USED L.E.D. LASER LIGHT Material Legend MANUFACTURER SPECIFICATION G.C. G.C. Owner /Graphics Contractor Owner/Graphics Contractor G.C. G.C. G.C. Owner /Graphics Contractor G.C. DUPONT COMPANY 300 EAGLEVIEW BOULEVARD LIONVILLE, PA 19353 COLOR: DUPONT 72P-1458 TO MATCH LAHABRA STUCCO #X-73 "EGGSHELL" DUPONT COMPANY 300 EAGLEVIEW BOULEVARD LIONVILLE, PA 19353 • COLOR: DUPONT 72P-1459 TO MATCH LAHABRA STUCCO #X-97 "PACIFIC SAND" Key Plan (,JT'{ OF Cr\RLS!3,\D Pl.inning Co1~1n1is~ion Case No.---------· __ _ NO. DATE REVISIONS BY PROJECT RELEASE f-1--+_4/~2_9_c/_0_2-+-P_E_R_C_ITY __ c_o_M_M_EN_T_s ___________ t-_B_L_--I PERMIT BID l----+----+--------------------+-----1 CONST. f---t----+-------------------t----1 AS-BUILT u _J _J U) -+- (.) ::) ""'O 0 !,._ 0.... -+- U) 0 0 u -+- U) Cl) 3: 0.... (I) >--+-·- ·-U) Q.) 0 I CJ) C ·-+- Q.) ~ L 0 2 ·-0 +- Q.) 0:::: I r-r) N lO 0 O"l <t: u 0 E 0 0... 0 _J 0 0 -+--+-·-E ..Cl ::J (/) 0... :::J u TAIT & ASSOCIATES INC. 9089 CLAIREMONT MESA BLVD. SAN DIEGO, CALIFORNIA 92123 TEL. (B58) 278-1161 FAX. (B58) 278-1525 consultant job# AR1219/ CUP SUBMITIAL master release date 03/07 /01 project exe date master drawn by 12/18/01 BL Filename FAC06525 08.dw Facility /Project 06525 sheet name 08 __diill±' -0 H -v-------- FIN-1 C-09 5>--- FIN-1 C-09 4>---- ~·-·· -. :_,,-. : ·-.. _,. . , .. AP-1 C-06 .. rr==F====;;====1=3=;n;c==>,==3==,;=======!i 1 C-07 C-01 ·-· -lO -er: <O <· , ... · ... ~:-~~AB -~ _ ___i _ _t::'::j,t:::':'.:::::::::::::::::::::::::::::::::::::=::".::::::::::::::::::::::::::::=t::::::'::::'=::::··.::'::· .• ·:::':-:::·::':· ::::::'::::'::::':::::::'::::::::::':::'::':::::::::::'::::'::::':::::::".:::::::::::'::::::':::':::':::±.::::::"':;t. :::::::::::::::::::':::::::::::::::::::::=s·;::· .::::: .. :::::. :=::::::::LJ..L~ @East Elevation 09SCALE: 1/4"=1'-0" __diill±' -0 N -v-------- FIN-1 C-09 ~··. ·_m .. /11==a----=,1 / 4 >---...J '-0' -------' SLAB / / I I 12 C-09 ' a N. I . r:--·,·~:- · ....... @South Elevation 09SCALE: 1/4"=1 '-o" Eb ' TD-1 SLOPE TO N DRAIN N ~ 0 "' ~ EXIT 0 ' I "' 15' ' N '- ' N I I[) N '- "' N r---I "' N '- 5' 0 1 C-08 e t "' 5 1/2" ........ -· .... · AP-1 C-06 10 C-04 20' R.O. IL~----~-t----< 2 9 FIN-1 C-09 FIN-1 C-09 FIN-I C-04 ., , I I ·I I I I · 11 . I I · I I. .11 .. I I,·· .. LI ' u,: .. , I I . FIN-1 C-04 I' .. : ~· .. -· 141~-~ @West Elevation 09SCALE: 1/4"=1'-0" 44' 43'-1" 5 1/2" 7 .·• .. · ......... · r----------------------------------------------------------------------------------------------------------, : EQLIPt.£NT ROOM : I I I 1 CONC. -FLOOR 1 : PLY \./ALLS : I I 1 PLY -CEILING 1 I I I I -----------------------------------------------------------------------------------------------------------------, ---------------------------------------------------------------------1--1-------1-n: -~----------------------1 1 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 r-, IQ I L_.J :~ : I --...._ I I l I , I I __ ,,,, 1 L _______ _J I ~ 1 I I I I L_ ---------~ I 3' 12·-10" ' N I 0 I I I I I CAR WASH BAY RYKO-SOFTGLOSS CONC. -FLOOR FIB-1 -\./ALLS FIB-1 -CEILING L------------------------------------------------------------------------------------------.t!)... 12· 20' R.O. 12' 44' Floor Plan SCALE: 1/4=1 '-0" AP-1 C-06 e n t e 7 0 I 0, 10 C-04 ,. ,_. '" ... -. ,_ .. -, .. --., . 114'-0H (IL ----------v- L.------..( 5 FIN-1 C-09 FIN-! C-04 100'-*H -------T.D. SLAB KEYED NOTES ELEVATIONS: 1 VINYL LITTERS 2 1" REVEAL EACH SIDE. 3 VINYL DECAL APPLIED TO ACM PANEL 4 4" BREAK METAL BASE. EXTEND TO 1 O" WHERE SHOWN. 5 1" REVEAL IN FINISH (TYPICAL) 6 "NO ENTRY" - 1 O" x 36" SIGN CENTERED OUTSIDE OF OVERHEAD DOOR. 7 OVERHEAD CLEARANCE BAR PROVIDED BY 0\./NER. VERIFY MOUNTING HEIGHT ABOVE APRON \./ITH 0\./NER. 8 INSTRUCTIONAL SIGN PANEL. 9 CONCRETE EXTRUDED CURB AND CONCRETE WALK 10 PREFABRICATED CORNICE 11 6" ROUND CONCRETE FILLED STEEL BOLLARD. 12 HOLLOW METAL DOOR AND FRAME. PAINT BOTH AS NOTED 13 ALUMINUM STOREFRONT FRAMING 14 3"x5" GALVANIZED STEEL DOWNSPOUT 15 2' -6" ARCO SPARK BUTTON EXTERIOR FINISHES I FIN-1 ! STUCCO WITH LIGHT SAND FINISH @North Elevation 09SCALE: 1/4"=1 '-0" AP-1 WITH 1" x 3/4" DEEP REVEAL, TYPICAL ALUMINUM PANEL WITH 1" REVEAL EACH SIDE, 15' FIN-1 C-09 10 C-04 114'~ ------- ' N '- EXTERIOR PAINTS C-01 COLOR: ARCO RED C-02 NOT USED C-03 NOT USED C-04 COLOR: PACIFIC SAND <O FIELD APPLIED COLOR TO MATCH BUILDING I car wasti If . 11. ·.:: 4 GENERAL NOTES: ' N '- CX) I "' N l'.l z ~ u <C Cl. "' ...J N <C '-w > w m "' I ...J -<C -u ~ Cl. >-,- ~~100' =Jl..'.....d... T.D. SLA]"V A. DIMENSION LINES SHD\./N ARE TO FACE OF STUDS UNLESS NOTED OTHER\./ISE. B. CONTROL Ii/IRING BY CAR Ii/ASH INSTALLER. C. REFER TD CAR Ii/ASH EQUIPMENT INSTALLATION MANUAL AND SUBSEQUENT SHOP DRA\JINGS FOR FURTHER INFORMATION KEYED NOTES FOR PLAN: ® 3 4 5 6 7 2x6 PRESSURE TREATED) \./DOD STUD \./ALL AT 16' O.C. SIT ON 6' HIG,H x 6' \./IDE CONCRETE CURB, 2x4 PRESSURE TREATEDJ \./ODD STUD \./ALL AT 16' O.C. SIT ON 6' HIGiH x 4 1/2' \./IDE CONCRETE CURB. 6' DIAMETER STEEL BOILLARDS, NOT USED EXTERIOR TRENCH DRAIN CONNECTED TD STORM ONLY. INTERIOR TRENCH DRAIN CONNECTED TO RECLAIM SYSTEM, 3'X5' GALVANIZED STEEL DO\./NSPOUT INTERIOR FINISHES I CONC. I SEALED CONCRETE, SMOOTH MACHINE TRO\i/ELLED FINISH. ! FIB-1 I IMPERVIOUS FIBERGLASS SPRAY APPLICATION OVER 1/2' CEMENT BOARD BY, SEGUIN FIBERGLASS COLOR, \./HITE PLY 5/8' EXTERIOR GRADE PL Y\./DOD EXTERIOR DOOR CD SIZE, 3'-0'x7'-0'xl 3/4' TYPE, ALUMINUM HOLL Ow' MET AL DOOR AND FRAME. HARD\i/ARE, -1 1/2' PAIR STAINLESS STEEL HINGES <N.P R.J -LEVER HANDLE Ii/ITH KEY OUTSIDE -LDCKGUARD -ALUMINUM THRESHOLD <PEMCD 254A) C-05 C-06 I C-07 I I C-08 I C-09 COLOR: PEARLESCENT WHITE FINISH COATING: SATIN FINISH COLOR: ARCO BLUE COLOR: CLEAR ANODIZED ALUMINUM FINISH COLOR: WHITE FINISH COATING: SATIN FINISH COLOR: EGGSHELL FIELD APPLIED COLOR TO MATCH BUILDING CITY OF CARLSBAD Plm1ni11g Co111n1ission C<isc No. ____ _ --- - ------------------ ---------r Date -~-------Exhibit No. -w'EATHERSTRIPPING NO. DATE REVISIONS BY PROJECT RELEASE 1--1--1-4-'/_2_9..:._/_0_2.j_P_E_R_C_ITY __ co_M_M_E_N_T_S ___________ I--_B_L_-I PERMIT l----l----+---------------------1----1 BID CONST. >----+----!--------------------+----< AS-BUILT u _J _J C/) -+-u :::::::; -0 0 !o..... Q_ -+- C/) 0 0 u -+- C/) Q) ~ Q_ CD >--I-·- CJ) Q) 0 C >O ·-\_ I"') L. 0 L{) <D I (1) 0 C 2r----•-C tO CJ)·-c o...-.. w 0... -.;;t L. ...- Q) l'- ""O +-'--" C ~ c.o 0 uc.o 0 c~ ...- I CJ) ·-U) (1) 0 I CJ) C ·-+- (1) ..Y L. 0 2 ·-0 +- (1) n::: I"') N tO 0 CJ) <( u 0 E 0 (L 0 ~ 0) ...- 0 0 -+--+-·-E ..0 :::J (/) (L :::::> u • > Q) w TAIT & ASSOCIATES INC. 9089 CLAIRD.tONT MESA BLVD. SAN DIEGO, CALIFORNIA 92123 TEL [858) 278-1161 FAX. {858) 278-1525 consultant job# AR1219/ CUP SUBMITIAL master release date 03/07 /01 project exe date master drawn by 12/18/01 BL Filename FAC06525 09.dw Facility /Project 06525 sheet name 09 (]) ""O ·-C/1 +- (]) (]) I- +- C/1 1 2 A 11 '-0" , OF MPD & COLUMN FACE OF CANOPY FRAMING -----..~ " \~·- - G z :,, « "' LL « 0 (fl i'2 >-D.. 0 z « 0 ' 0 I 0 st ' 0 I OCl ' 0 I st N ~ ' 0 I OCl ~ -L OF COLUMN - " OF MPD ~ 2" CONDUIT W/ PULL ROPE FOR SOLAR PANELS TO EPC \,; 0 -f-- ,--, I rh ! L.l-0.. ,. 2" CONDUIT I 1 ' I CONTROL JOINTS ( 4 ' TYPICAL UNLESS \ 1 O OTHERWISE NOTED"----../ ISLAND FORMS SEE~ ~TYP. - OF 8 TO EPC FOR CC1Y s" ----~....__ (@ COLUMN CLOSEST '---16"SQ. TUBULAR STEEL TO BUILDING) j COLUMN, TYP. OF 8 2"¢ CONDUIT W/PULL ROPE TO EPC FOR SPARE~ 1 L 1"--;I ' ' ' L_J ' I I L _J - - - - - - / ' I I;\ A ~· ____, (SEE STRUCTURAL DWGS.) 3/8" EXPANSION W 00,ITT (=)\ ~ BUMPER POST SEE @ ""' .. --------------_I __ _ A ~-----BLACK SILICONE SEALANT 3/8" 1/4" RADIUS\ ff TOOL EDGE ~ I_ '"'"----,-.--~,"'-!(J.-<=---------,-==~-t--JOINT FILLER CAST --... " .<1 <1 . 4 > <1 ~ " "1 ~ -....---l)l~---"-<1 " IN PLACE <1 . <l .. "<1 <1 "1 <1 4 4 <1 " " "1 ---#4 @ 18" o.c. ' <1 5" MESH/ REINF. Joint L 1/4" SAWCUT W/ FLARED EDGE EASER " " <1 N ' " "1, -<1 < <1 -- " <1. .4 " BOTH WAYS AT SLAB MIDPOINT ~i==:=A~=E==~=~=r=~='..=. =J=o=i=n=t=============== • Building Side B C ' 34'-Q" 34'-o" 11 • -o" ' '' OF MPD & COLUMN _ OF MPO & COLUMN __ LI N_E_O_F C_A_NO_PY _£:~·c.C=-E~A-"B~O~V~E~-------'lc ' "' I N EJ EJ ' 0 I r<) ' m 0 0 ? I\!'\ / -- r-- ,-l-'-+-'--1--v I 'I -' r-,, ' --, ' - I I 6"x12"x3/8" THICK BLUE ACRYLIC FLAG SIGN W/ WHITE NUMERALS (TYP. OF 16) 1" CONDUIT FOR LIGHTING TO EPC EJ 0 1~ I\!'\ COLUMN/@ SLAB 10 / -- --ENLARGED DETAIL-----------..__ ----........./, r:; ' I r-, ! \_ -I L:.J I \"--r-'v ' ___., 2" CONDUIT W/PULL \____ REINFORCE: CONCRETE ---, DRIVE SLAB SEE NOTE : ----~ BUMPER POST I' / I TYPICAL AT . . PIC UNITS SEE~[ , ,, .i I 2-3/4" HOMERUN CONDUITS 10 I/ I ,1 FOR PIC UNITS w/ PULL ROPES r - - - -STUB UP +12" w/ SEAL-OFF FITTINGS (TYP. @ EACH LJCATION) -EJ ' L.....J ' I I L1~-+--1_J -f-- -r- k:1::-"~r--.._ -::::J~-::::s..._ __ CONSTRUCTION JOINTS 1 • ' TYPICAL AT EACH '--DISPENSER ISLAND 90' -0" C /\NQPY F 1\SC IA FPJ\M ,NC MULTI-PRODUCT DISPENSER w/ CRIND & INTERCOM (TYP .) (DEBIT ONLY) 11 l'--C-/1 IJ I~ ,, -•,, I I/ I '°"'I i--------1'..,._ cl cl CASHIER (PIC UNIT) 1 '---CASH ONLY PAYMENT IS !AND SEE NOTE I AND D ET Al L ,,,--B r-,_ rs_--; (Bl\ I r1-, I \_11l) ~ '-~~ '---3" DIA. DO ·'NSPOUT CONTINUATI N BY -- / ' --··-· .. ·-..... ,,,l,,r,._,j,._,,, SEE NOTE (TYP. OF 8 / ----~ 1 '-0" ''"'1:-,, A A Canopy Slab Street Side Pian SCALE: 3/16" = 1 '-0" ' . • 4 3 1/2" +--_,,_---~---i'---,f- ~--G.C TO FILL WITH CONCRETE SLURRY AND PAINT BLACK ~-3 1 /2"¢ STANDARD BLACK PIPE, BEND 180' ON A 10 1/4" (i;_ RADIUS 6" CONC. DRIVE SLAB _,,.---FOOTING ' . ' . ' 0 I -..,. ' 0 I r<) :, • -4 18" r 12" WARNING DECAL --'k"-OSHA RED STRIPES ON REFLECTIVE BACKGROUND BY GENERAL CONTRACTOR . 6"¢ STANDARD BLACK PIPE CONCRETE FILLED 'I' OF ISLAND 0 I . - C)F=:=A'.=:=31=4 .~===~=.~=0 .. =p=e=r=P=o=s=t==D=e=t=a=i=I = ~F===~E=r=:=: . .9===~=.:= .. =B=u=m=p=e=r=P=o=s=t=D=e=ta==il 0 I OCl ' 0 I ,-... ~ ' "' I r<) • ' 0 I <Xl ' OJ :::i Ill w > i2 0 ' 0 I ,-... r<) 2 Notes: 1. DOWNSPOUTS ARE DESIGNED TO BE TIGHTLINED TO THE SITES UNDERGROUND STORM DRAINAGE SYSTEM. IF UNDERGROUND STORM SYSTEM IS NOT REQUIRED, DOWNSPOUTS SHALL BE ROUTED TO DAYLIGHT BEYOND DRIVE SLAB AREA. GRADING SHALL BE DESIGNED TO COMPENSATE TO PERMIT DAYLIGHTING OF PIPE IN SAFE LOCATION AS PERMITTED BY THE LOCAL JURISDICTION. 2. DRIVE SLAB SHALL BE 6" THICK REINFORCED CONCRETE w/ #4 at 1 B"o.c. EACH WAY OVER 4" CRUSHED ROCK OR AS SPECIFIED IN SOILS REPORT. FINISH SHALL BE A MEDIUM BROOM PERPENDICULAR TO ISLAND LAYOUT w/ EXPANSION AND CONTROL JOINTS AS SHOWN. 3. CANOPY CONTRACTOR SHALL PROVIDE DOWNPOUTS AND CONDUITS FOR LIGHTING, SIGN, CC1V, SOLAR AND SATELITE IN COLUMNS WHERE SPECIFIED. COORDINATE WITH GENTERAL CONTRACTOR FOR EXACT LOCATION OF CONDUITS, AND HAND HOLES PRIOR TO FABRICATION. 4. EACH PAIR OF ISLANDS HEIGHTS SHALL BE THE SAME. 5. ISLAND FORMS SHALL BE PAINTED BLACK. 6. PAYMENT ISLAND CASHIER (P.1.C.) UNITS ARE BASED ON GEN 111 FRONT LOAD DOUBLE SIDED UNITS. CASH ACCEPTING UNITS ONLY. 7. SEE SHEET CA 1-2 AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND IN COLUMN ELECTRICAL CONDUIT INFORMATION. 8. GRADE BREAKS AT CONCRETE DRIVE SLAB SHALL OCCUR WITHIN DRIPLINE OF CANOPY. 1 '-6" EDGE OF ISLAND+-- FORM 1/4"x1/2" DEEP--~ SURFACE DEPRESSION CONTROL JOINT 7'-0" 3'-6" CJTY OF CARLSBAD Planning Con1n1ission ---. ------ - - - - ---------------------- Case No. ---· ------ ----------------------------- - .Exhibit No._ ::T" _ D,He ___ _ 2'-0" 2'-3" ' IX) 0 I I CORE BOX PER MANUFACTURERS TEMPLATE '-) 8 Dimension 5 SCALE: 1 /2" = 1 '-0" Plan at Island Form NO. DATE REVISIONS BY PROJECT RELEASE t----+-4_/_29_/_0_2_P_E_R_c_1_TY_c_o_M_M_EN_T_s ___________ t-_B_L_-j PERMIT BID t----+----+--------------------t---~ CONST. >---+----+----------------------+------, AS-BUILT u _J _J -+-Cl) 0 0 u -+- Cl) Q) 3: o._ OJ ·- ·-U1 Q) 0 I 0) C ·-+- Q) ..Y. !..... 0 2 ·-0 +- Q) 0::: <:( u 0 E 0 0.... 0 _J 0 0 -+-+-·-E ...0 :l (/) TAIT & ASSOCIATES INC. 9089 CLAIREMONT MESA BLVD. SAN DIEGO, CAUfORNIA 9212J TEL. (858) 278-1161 FAX. {858) 278-1525 consultant job# AR1219/ CUP SUBMITTAL master release date 03/07/01 project exe date master drawn by 12/18/01 BL Filename FAC06525 1 O.dw Facility/Project 06525 sheet name 10 • go· o" ~-----SOLAR PANELS FRAMING DIMENSION ~----A.C.M. FASCIA BACKING PREFINISHED "PACIFIC SAND" ~--PLASTIC BULLNOSE "ARCO BLUE" w/ NON-ILLUMINATED REVEAL "POWDER BLUE" ~ A A A A A A A A A A A A A A A A A A A A A A A A A A A ~~ ~~:~,~:~,/~~'~/~~~,/~~:,~/~~~'~/~:,~,~:;;;~,~/~~~;;;;;;~,~7 :;;;:;;;~~~~~'~7~~~'~/~:~,.,~~:rri,,,~J~\r'/~~'~/~~~'~/~:,~/~~~'~/~:,~/~~~v~~~;g;,/:;:::v~:;;;~v~~:vg;;~~'~/~:,~/~~'~/~~;~!r"--~~~lt~ lllJ .---Ir---. / ,, I ~ ' '-1: ~ /'-C ~"-<=c "" ~' ILLUMINATED SPARK__/ CCTV CAMERAS. EXACT "" · I [ J D D -- Elevation = ~ ·-o" LOGO, SEE SITE PLAN LOCATIONS TO BE DETERMINED FOR EXACT LOCATION BY SECURllY CONTRACTOR 6"x12"x3/8" THICK r BLUE ACRYLIC FLAG_--_---,-n SIGN W/ WHITE NUMERALS (TYP.) . D LJ D I SEEQ \22) .....--SELF-SERVE HEALTH WARNING DECAL 0 I "' ~ -IL---DISPENSER (TYP.) ..,___,_,.._., ~BUMPERS / (1YP.) / ~------ILLUMINATED SPARK LOGO ON A.C.M. BACKING SEE DETAIL @ ,r----------------==..c4~0~' -~Occ'cc' ==--------~""-------4 AND SITE PLAN FOR 1 FRAMING DIMENSION LOCATIONS 12 i SIGN & CANOPY I ,-----1c--SOLAR PANELS INSTALLED BY SOLAR CONTRACTOR 26" x 48" "MILLENIA" P.V. PANELS, QUANTllY, TILT, AND LOCATION PER SOLAR CONTRACTORS SHOP DRAWINGS. PANELS SHALL NOT BE OBSTRUCTED BY ANY CANOPY FEATURE OR SURROUNDING BUILDINGS OR LANDSCAPE FEATURES. SOLAR CONTACTOR TO LOCATE PANELS FOR MINIMUM VISIBILITY BY PUBLIC eA~:==========~======:n1r.~~~~~,~~,~~~~~\~/,-~~~ "U i I '...._Jf/ $ I ~ FRONT oolifi COLUMNS PAINTED -------' i "PEARL WHITE" DOUBLE-SIDED P.1.C.-- WHERE OCCURS ~ 1 I I I I u- ~ I I ~ . 'o I 'o, --1)\Sl'ENSER DECALS FURNISHED WITH DISPENSERS ~-MULTI-PRODUCT DISPENSER W/INTERCOMS ,,--HEALTH WARNING/ SELF SERVE DECAL AT OUTSIDE FACE OF END DISP. FURNISHED BY ARCO INST. BY G.C. (TYP. OF 8) ~ BUMPER POST, ~ 4 SEE~ L1sLAND FORM \29 PAINTED BLACK (TYP.) • [ D ~ D D SIDE f-- ' . - ' 0 z :"i (/) 'o t;; _, w ~ I "' I :a; 0 Cl'. u.. CCTV ILLUMINATED SPARK LOGO ON A.C.M. BACKING BEYOND. SEE SITE PLAN FOR EXACT LOCATIONS ''·--11 N I II ~-(2) 1" CONDUIT STUB DOWN FOR SECURITY CAMERA ~ .,,,-----ir ~' II '"--CEILING DECK ___ /" 11 N -CONDUIT "'Q II ' ,: "~ 6 •• c~ "~re-......-CCTV CAMERA & ----1M1-:,._,.~._q;_ CONDUIT "'-STUB MOUNT BY SECURITY STUB CONTRACTOR . • ' ' Detail TOP OF PIC ENCLOSURE $ /' rMAX. HEIGHT OF CONTROLS/ h I op INSERTS, lYP. 1" BL\.IE~~ ' ...... ' I I REVEALS DP ' Cl) CL 0 @ HOUSlr-G 0 e---'~ I I I BUMPER POST I IO 00 i I- SEE@ ' "' Cl'. \. I -f---<!) wzcn / I I IOf--10 I ... o"' I I X W I I <( u.. Ul LJ -I \ ~o~ BLACK BASE 01:=p=sc=~L=:=1=/4=~=~=~=-~=o~=t=i=o=n=s== ' 0 I N 7 1 '?" 11 1 /2" ' ©=B=sc=~=}=l3n=18=.~==s=1 e=._=0 .. =D=e=t=a=i=I == CITY OF CARLSBAD Plc1n11ing Con1n1ission ----------------------------------- Cnss:: >lo. ------~------ NO. DATE REVISIONS BY PROJECT RELEASE 1 4/29/02 PER CITY COMMENTS BL f----l-'--'---1----------------------+----l PERMIT BID t-----t----+---------------------+---_, CONST. l--f-----l----------------------'f------1 AS-BUILT u _J _J U) -+- (_) :::J -0 0 L 0.... -+- U) 0 0 u -+- U) Q) ~ a... m ·- ·-(/) Q) 0 I O') C ·-+- Q) ~ !.... 0 2 ·-0 +- Q) O:::'. CX) ·u g ...- I I'() N tO 0 (J) <( u 0 E 0 o_ 0 __J ...- 0 0 +-+-·-E ..a :) U1 0 N LL. 0) CJ) ::J C ~ 0 E ~·c -(/)"' <(1....(.)C~ 0... owo- .., '+-...... ·->- __i • -lo... -t-C o-C O g_ E o 0°o>E I.... u a,8 0 -0 C ~ W:!a! C ""O o_ .: .r. o om >--"' I-_Q 0.. Cl'. 3: UlQO,g Q)01....oc§ ..--omo=o: Z CXJU NU@ TA1T & ASSOCIATES INC. 90B9 CLAIREMONT MESA BLVD. SAN DIEGO, CALIFORNIA 82123 TEL (858) 278-1161 FAX. (BSB) 276-1525 consultant job# AR1219/ CUP SUBMITTAL master release date 03/07 /01 project exe date master drawn by 12/18/01 BL Filename FAC06525 11.dwn Facility /Project 06525 sheet name 1 1 • • I- w w a: I- U) z 0 U) a: w LL LL w J ih , {.,., ,' , / / mtt <( . ~o a:Ul <(00 ()<O O') v"······ ~ i:i~ CAROL PLACE ·· ... , ... ,., .... ,, .. ,·., ,·.,,,, .. 80' X 36' AM/PM MART 2,900 SO. FT. : ') ·3 J 90' X 40' CANOPY 'i'-3,600 SQ. Fl:, ··~ TAMARACK AVENUE SIGN PLAN SCALE, I" = 20' -0" NORTH ,,, ' NOT USED ® SCALE: NONE [JD SUNRISE SIGN ® SCALE: 1 / 4" = 1 '-0" 18.1 S.F. • 8'-6' r 4'-3" r 41-31 r ~ (J[J{][J[l [!D/JUO LJG ~~eaded [QIOJ[O]II ~~ • ~fi;~ded [Q)l[ru@III • (\J '"' I ' I Ln ! Ln ~~:~~ ITJ)l(Q)l(Q)III ARCO self serve gasoline car wash • st MONUMENT SIGN @ SCALE: 1 /2" = 1 '-0" 47.0 S.F. SIGN LEGEND TOTAL SIGN SQ.FT.= 217.9 NO. CD ARCO SPARK SIGN 3' -8" DIAMETER INTERNALLY ILLUMINATED = ( 4 @ 10.5 S.F. EA.) 42.0 SQ. FT. ® NOT USED @ AM/PM SUNRISE SIGN 12'-8 3/4" LONG X 4'-9" HIGH INTERNALLY ILLUMINATED = 18.1 SQ. FT . @ MONUMENT SIGN 5'-6" LONG X 8'-6" HIGH INTERNALLY ILLUMINATED = 47.0 SQ.FT. @ CAR WASH SPARK SIGN 2' -6" DIAMETER INTERNALLY ILLUMINATED = 8.6 S.F. ® CAR WASH SIGN 8' -8 1 /2" LONG X1 '-4" HIGH = 11.6 SQ.FT. CITY OF CARLSBAD SITE DEVELOPMENT PLAN NUMBER: OWNER: SMD ATIISHA PHONE: (619) 300-9201 ADDRESS: 4142 ADAMS AVENUE, SAN DIEGO, CA 92130 ARCHITECT, ENGINEER DESIGNER: TAIT AND ASSOCIATES, INC. PHONE: (858) 278-1161 ADDRESS: 9089 CLAIREMONT MESA BLVD., STE 3DD LOCATION: 810 TAMARACK AVENUE TYPE F DEVELOPMENT: CARLSBAD, CA 92008 ZONE: C-1 COMMERCIAL SITE DATA AREA (sq. ft) COVERAGE % GROSS: 36,927 100% 100% 8% 10% 19.3% 2.8% 22% B'-8 1/2' ASSESSOR'S PARCEL NUMBER(S): 204-292-2400 DWELLING UNITS OPEN SPACE DATA STUDIO N/ A COMMON PRIVATE 1 BDRM N/A 2 BDRM N/A 3 BDRM TOTAL UNITS DRIVEWAY (SIZE AND SLOPE) ONE WAY N/A N/A FRONT: SETBACKS 20' -0 REAR: 1 o' -0 TWO WAY 25' -0" LEFT SIDE: 15' -0 SLOPE RIGHT SIDE: 1 o' -0 8.6 S.F. ca r w a s ti,____.,,. ! CAR WASH SIGN ® SCALE: 1 / 4" = 1 · -0" 11.6 S.F. CITY Of CARLSRi\lJ Planning Con1111ission ----.. ------------ - - -----. -------- 1_'.;\~.: No. __ ---- ---- --- - - - ----- ----- ------- Exhibit No.-· L .. -Date NO. DATE REVISIONS BY PROJECT RELEASE 1 4/29/02 PER CITY COMMENTS BL t---+---+----------------+----l PERMIT CONST. t---+---+----------------+----l AS-BUILT u _J _J Cl) -u ::::::s ""'O 0 !,,._ o._ -Cl) 0 0 u -Cl) Q.) ~ o._ m ·- I 0) C ·-+- Q) .Y. !..... 0 2: ·-0 +- Q) O'.:'. <:( u 0 E 0 (L 0 _J ,-- ,-- 0 0 --·-E ..0 :::J (/) TAIT & ASSOCIATES INC. 9089 CL.AlREMONT MESA BLVD. SAN DIEGO, CALIFORNIA 92123 TEL. (858) 278-1151 FAX. (858) 278-1 525 consultant job# AR1219/ CUP SUBMITIAL master release date 03/07 /01 project exe date master drawn by 12/18/01 BL Filename FAC06525 12.dw Facility /Project 06525 sheet name 12 .. I .... • w u 4 ==1 ()_ _J 0 er::: <::( u • l ' I ...... /' • • JEFFERSON D (o ffil) • • I I I I l I I • I (0 EfB) • • STREE T • / / / • l) • D 0 4 north u _J _J V) ....... (.) :::J -0 0 L CL ....... Cl) 0 0 u ....... Cl) Q) 3t a.. co I O> C ·- ·-0 -Q) 0:: co_nsulfonl job# <( u -0 E -0 n.. 0 ...J AA1.2.1 9 CUP SUBMITTAL m_ast,r ref,ose dote 8/22/02 p«>Jecl master exe dole drawn by 12/16/01 LS ntename PR SDWG F ocJ]lly Pn,jecl 0 6 525 she-et. name EX-4 # Based on the information provided. all dimensions and luminolre locations shown represent recommended posTtlons. The engineer and/or architect must determine opplicabTiity of the layout to existing or future field conditions. Th1s ltghting pattern represents Uluminatlon levels calculated from laboratory data taken under controlled condtt1ons in accordance wlth Illuminating Engineering Society approved methods. Actual performance of any manufacturer's lumlnaire may vory due to variation Tn electrical voltage. tolerance In lamps, and other variable field conditions. 0.0 o.o 'b.o o.o • 0.0 • o.o • 0.0 • 0.1 • 0.1 • 0.1 • 0.1 0.1 0.1 • 0.2 • 0,2 • 0.2 • 0.2 • 0.2 0,1 • 0.1 • 0,1 (),I • 0.1 0,1 0.1 • 0.1 0,1 0.1 0,1 0,1 0.1 0.1 • 0.1 • 0.1 • o.o • o.o • o.o o.o 0.0 • o.o • o.o 0.0 'b.o • 0.0 • 0.0 0.0 'b.o • 0.0 • 0.1 • 0.1 • 0.1 • 0.1 • 0.1 Oj • 0,1 0.1 0.2 • 0.1 0.2 0.2 • 0,3 0.2 • 0.3 • 0.2 • 0.3 • 0,2 • 0.4 0.2 'IJ.3 • 0.2 • 0.3 • • 0.2 0.3 • 0.2 0.3 • 0,2 • 0,2 0.2 0.2 • • 0.2 0.2 0.2 0,2 Cl.2 0.2 0.2 • 0.2 • 0.3 • • 0.2 0.2 0,2 (),2 • 0.2 • 0.1 0,1 0,2 (lj 0.1 0,1 0.1 Cl.I 0.1 • • 0.1 0.1 • • 0.1 0.1 • 0,1 • 0,1 • 0.0 • 0.0 'b.o 0.0 • 0.1 • 0.1 • 0.1 • 0.1 • 0.1 • 0.2 • 0.3 • 0.3 0.4 0.5 • 0.5 • 0,5 • 0.5 • 0.5 0.4 • 0.4 • 0.3 • 0.3 • 0,3 0.3 • 0,3 • 0,3 0.4 • 0.4 0.3 • 0.3 0.2 • 0.2 • 0,2 (1.1 'b.1 OJ (),1 • 0.0 • 0.0 • 0.0 0.1 • 0.1 • 0.1 • 0.1 • 0.1 • 0.1 • 0.2 • 0.4 • 0.5 • 0.7 0.9 • 0.9 • 0,9 • 0.8 • 0.7 • 0.6 • 0.5 • 0.5 • 0,4 • 0.4 0.4 • 0.4 • 0.4 • 0.5 • 0.5 • 0.4 (),3 • 0.3 • 0,2 • 0.2 'b.2 • 0.1 (),1 • 0.0 • 0.0 'b.o Cl.I • 0.1 • 0.1 • 0.1 • o.o • 0.0 'b.o • 0.1 Cl.I • 0.2 0.1 H.3 0.2 w.3 o.5 C\1.5 i.a H.9 'l.3 (/).7 '!.6 • 3.4 • 1.7 • 3.4 z 1.6 2.8 D 'l.3 '2.1 • 1.0 • 0.9 • 0.8 • 0.7 • 0.6 Cl.5 • 0.5 • 0.6 • 0.8 • 0.8 • 0.8 0,7 • 0.5 • 0.4 • 0,3 • 0.3 0.2 • 0.2 (/) 1.6 Q:'.'. i.4 w • 1.2 Li_ • 1,0 • 0.9 • 0.8 (),7 • 0.8 '1.3 • 1.4 • 1.1 • 0.8 0.6 • 0.5 0.4 • 0.3 • 0.2 • 0.1 o.o • 0.0 • 0.1 • 0.1 • 0.1 • 0.2 0.3 Cl.4 Cl.7 • 1.0 • 1.0 '2.a • 5.6 • 6.9 • 4.9 • 3.6 • 3.0 • 2..4 • 1.18 'l.2 • 1 . .2 • 1.6 • 2.3 • 2.6 • 1,9 • 1.3 • 1.0 • 0.7 • 0,5 0.3 • 0.2 ~.2 • 0.0 • o.o 0.0 • 0.0 • 0.0 Cl.I • 0.1 • 0.1 • 0.1 • 0.1 Cl.I 0.1 'b. • 0.8 • 1.0 • 1,9 • 1,6 '2 . ~-2 • 4.0 • • 3. .,, • 14.1 z 'l ~ '2o.9 ~ 8 0 • 1.2.0 18,9 19.4 • 10.7 ",,9 ",,o • 6.3 • 5.4 • 4.1 • 3.3 C ~-1 '2.o • 2. • 4.1 • 2,3 • 4.0 • 6.7 'l 5 D 0 5.1 '\,,5 'l 3 1.7 • .2.9 1..2 • 1.7 • 2.5 • 0.7 • 1.0 'l.3 0.4 • 0.6 • 0.7 0 0.3 • 0.3 • 0.4 • 0.2 0.2 0.2 • 0.0 • o.o • 0.1 0.1 • 0.1 0.1 • 0.1 Cl.1 • 3 .5 o.o • • 4 ,I .2.9 35.0 • 20.6 • 21,1 '!5.5 • 20.0 • .24,7 • 21,3 • 24.0 '24.5 • 20.4 0 12.6 19.l • 4.9 • 7.3 • 3.8 • 4.7 • 4.6 • 5.3 • 8.2 • 8.6 '!5.3 'le.6 • • 3.1 • 3.4 • 0.7 • 0.7 • 0.4 0.4 0.3 0.3 o.o • o.o • o.o • 0,0 • o.o 0.0 0.0 • 0.0 • 0.0 • 0.0 • 0.0 • o.o • 0.0 • o.o • 0.0 • 0.0 • 0.0 • 0.0 • 0.0 o. 40' X 90' BUILDING .8 • 4.9 2.8 ",,1 • 13.4 'll.2 • 11.6 10.1 • 25,9 • 23.5 • 4.2.1 • 50,6 • 39.9 • • 24.8 23.0 ll.5 '!>.4 • 5.6 • 6.6 • 5.9 • 10.8 • 8.5 'l8.s '!2.6 '!9.5 • 29,3 '2.9 '2.o • ~.o • 5.7 • 4.5 'll.7 • 7.8 • • .23.1 26.6 ~5.1. 43.5 51.1 . ~ • 50,4 6LS • • 24.7 2 .I '!>.3 • 5.3 • 4.6 • 4.9 • 8,6 • 8. • 4, • 4. • 6. • • • 25.8 12,1 6.4 • 1.7 • 2.6 °2.5 '2.4 • 0.4 • 0,5 (),8 0.9 • 0.3 0,3 • 0.5 • 0.6 • 0,2 • 0.2 • 0,3 • 0.4 '!.5 • 1.3 2.3 • 3,3 • 3.8 7.3 'l;,6 • 24,0 • 24.0 • if!.O ~5.6 • 42.9 • 47.0 • • 53,2 • 53.0 "2.9 • 42,9 • 28.5 2s.3 'll.9 8.3 • 5.0 • 5.3 • 6.5 'll.o • 7.5 • 5.5 • 4.0 °2.8 • 1.0 • 1.1 • 0,6 • 0.4 o.o • o.o 0.0 'b.o • 0.0 • 0.0 t 1 • 2.9 • 2.5 • 6.3 '!;,3 • 22,5 • 23,6 4o.s 46.5 . ~ . '50.1 '56.4 lllo.9@°43! 24.0 \6 4.6 • 6.2 • 8.6 h.6 • 13.3 • 4.9 0.7 • 0,5 2 ,2 • 7, • 4. 'lo 1 I • 2 ,6 '24.8 • 5.4 • 2.8 • 0,8 0.5 LuMino.ire Schedule SyMbol Qty llliJI 18 ¢ 3 0.0 • o.o • o.o • o.o • 0.0 'b.o 0.1 • 0.1 • 0.1 • 0,1 Cl.I 0.2 • 0,2 ().3 • 0.3 '!.1 2.0 1.4 • 4.3 °2.7 • 13,7 • 6.0 °21.9 • 9.5 °26.4 • 10.9 • 32,4 fa.3 24.e • 10.6 • 15.0 • 6.9 '!;,9 • 3.9 ~-5 '2.7 ~.9 • 3.2 • 6.6 • 5.1 • 12.1 • 9.7 'l;,a '!.7 • 1.6 • 0.9 • 0.8 o.5 • 0,5 Lo.bet A B 0.0 • o.o • o.o • 0.1 • 0.1 0,2 • 0,3 0.3 • 0.7 "o • !. '2. • 3. ~- • 4. • 3. • 3. • 2, • 2. • 6. 11 o.o 'b.o 'b.o 'b.o 'b.o 0.0 'b.o o.o 0.0 • o.o ,1 • 0,1 0,1 'b.1 • 0,1 • 0.1 11------ • • • 11--'Q'"J'---"ll.J..J --0,1 ll-le>-<,e--'l>0,-<-1--0.1 0,.2 0.3 • 0.4 • 0.5 Je;7 l'\l ro 0 . .2 0.2 • 0 . .2 0.2 • 0.3 • 0.2 • 0.4 (),3 'b.5 .. . . 11_,o"-'.9'---"o.,,,6 __ o.4 w <,[) 11-1:-1;•'2i!---ll.~ Sil----0.5 U1 • 11---'"'----"-"~-· ,t:" 0,9 0,6 ;ta 1.o 0.7 U1 '!.1 • 0.7 • 1.8 • 1.1 • 0.7 • 1.7 • 1.1 • 0.8 • • • 1,8 1.2 0,8 11------ • • • 1,~e ... JL-_-'"1..,s __ 1.0 11-'s .... 1,__-..,i."9--i.1 !i.1 li.3 !_4 • 1.9 7.5 • 3.2 • 4.7 °2.5 • • • • 33.2 15.2 6.0 2.9 ~0.6 '[4,5 '2.7 • 0.3 • 5.0 • 3.0 'b.8 • 0.3 • 1.2 • 0.9 • 0.6 • 0,2 • 0,7 • 0.5 • 0,3 0.4 (),3 0,2 Arro.ngeMent SINGLE 2@ 90 DEGREES • o.o o.o • o.o • o.o • 0.0 • 0.0 • o.o • 0.0 • 0.0 • 0.0 o.o 0.0 o.o o.o • o.o • 0.1 'b.1 • 0.0 • 0,1 0,1 • 0.1 • 0,1 • 0.1 (),! Cl.I • 0.1 0,1 • 0,1 0.1 0.2 0.1 0.1 • 0.2 • 0.1 • 0.1 (),2 0.2 0.1 0.3 'b.2 • 0,2 • 0.3 • 0.2 • 0.2 • 0.4 • 0.3 • 0.2 • 0.4 • 0.3 0.5 (),3 0.3 • 0.5 • 0.3 • 0.5 • 0.4 • 0.3 • 0.5 • 0.4 • 0.3 • • 0.6 0,3 0.6 • 0.4 0.3 • 0.5 • 0.3 • 0.9 • 0.4 0.6 '!.1 • 0.7 'b,4 • 1.4 'll.4 0.8 • • 0.8 0.4 • 1.3 0.7 0.4 • 0.3 .2 0.3 • • 0.1 0.1 • 0.1 • 0.1 • 0.1 0.1 • 0.1 • 0.1 0.1 (),1 0.0 LuMens 32000 110000 • • 0.0 0.0 • o.o • 0.0 0.0 • 0.0 0.0 'b.o • 0.0 • 0.0 0.0 • • o.o 0.0 (),1 • 0,0 • 0.1 • 0.1 Cl.I • 0.1 0,1 • 0.1 0.1 0.1 • 0.1 • 0.1 0.1 (),1 • 0.1 • 0.1 0,2 • 0.1 0.2 • 0.1 • 0.2 (),1 • 0.2 • 0.2 0.2 • 0.2 • 0.2 • o.e • 0.2 • o.e • 0.2 0,2 • 0.2 • 0.3 • 0.2 • 0.3 0.2 • 0.2 • 0.2 0.2 o. OJ • 0.1 • 0.1 0.1 0.0 • 0.0 • 0.0 • 0.0 LLF 0.720 0.720 • o.o • o.o • 0.0 0.0 o.o 0.0 • 0.0 o.o • 0.0 • o.o 0,1 • 0.1 • 0.1 0.1 • 0.1 • 0.1 • 0.1 'lu • 0.1 • 0.1 • 0.1 • 0,1 0,1 0.1 0.1 • 0.1 0.1 • 0.1 0,1 • 0.1 Cl.I • 0.0 • 0.0 • 0.0 • 0.0 • o.o • 0.0 • o.o • 0.0 • 0.0 • 0.0 • 0.0 • o.o • 0.0 • 0.1 • 0.1 • 0.1 • 0.1 0.1 0,1 0.1 • 0.1 • 0.1 • 0.1 • 0.1 • 0.1 0.1 • 0.1 0.1 • 0.1 • 0.1 .I • 0.1 • 0.0 0.0 'b.o Description o.o 0.0 0.0 • o.o 'b.o • 0.0 o.o • 0.0 • o.o ().0 • 0.0 • o.o • 0.0 • 0.0 • o.o 'b.o o.o • 0.0 'll.o • o.o • 0.0 'b.o 'b.o 0.0 0.0 • o.o 0,1 'b.o 0.1 0,1 'b.1 • 0.1 Cl.I • 0.1 'b.1 0.1 • 0.1 0.1 • 0.1 0.1 ()j • 0.1 • 0.1 • 0.1 • 0,1 • 0.1 0.1 • 0.1 Cl.I 0.1 • 0.1 0.1 • 0.1 'b. • 0.1 Cl.I 'b. 'b. • o. 0.0 • 0.0 • 0.0 • 0.0 'b.o • o.o 'b.o • 0.0 • o.o SC S-320-PSMV PG CHV FP 1000MHR 20 D90 • o.o • o.o • 0.0 'b.o 'b.o • o.o 0.0 o.o • 0.0 'll.o 0.0 Cl.O • o.o (),0 (),0 • 0.0 • 0.0 • 0,1 0.1 '11.1 • 0.1 '1,,1 0.1 Cl.I 'b.1 • 0.1 • 0.1 • o.o 'b.o • 0.0 • 0.0 • 0.0 • o.o 'li.o • o.o 0.0 • 0.0 Sta. tistlco.l Areo. SuMMo.rv Lo.bel CANOPY INSIDE CURB NORTH Avo Mo.x Min Avg/Min Mo.x/Mln 43.50 61.8 33.1 1.31 1.87 12.03 50.0 0.9 13.37 55.56 Mo.into.inecl Footco.nclle levels o.t gro.cle, using o. .72 Toto.l Light Loss Fo.ctor. . Toto.l 1,/o. tts 370 2160 Rev. Date B Revisions INDUSTRIES• LIGHTING PROPOSAL FOR ARCO CARLSBAD, CA = 1·=20' L0-52000 DATE, 1-3-02 ""' BDB SHEET 1 OF 1 • ,, ,. I • : : ' I l I ;• ·' l ,. . I - ) ' 'c .. • .,_ ~· ; I ' cl. i ,~ • i ' I ----' -----·· - 4: ''? A NO R ·t-. ' FI. A c ~ ·_ ·. ·-------·---~---~-------·-· .-.. -~---r-~----------- 60 p°' .,-· k ,·~ . sf'~ces A~ O' l'L' 45• . R= '2.D,;I, 0/J' L•?,G,1' 0 (l\ - . ,S N 1---'---• .0 . lnh.---- 1'>1 0 If) f--""- <-l ~·--- -1-f -I oi '9, i j i .. ,1 I . . '. -! .... ,~ . . ··/. I ! I ' I / ·1·· Sp: L' 'I ' '· • I -I I ~. .l SCALE. -I s .. 4- 1 I ·. (po .i ', . ..:,,.,;. 11.1 59'.olo" .· 11.·= ~1:·a~· L. • ,_;74• i PAR.~:~I I i ! ' . I ! u•. r • .. · . '. f '' .' I . i .. ···I i:. l ·.1·· '. ·;'!. i , ···1 ·l . . . , , . r .. 11 , -.. .. [. •. I I l : l ! ! · SPA<.l:.S .. 1 . I ' I l f ·j ! I • II I_ I ----------------------------L-------------·---------.-------------------.... _ .. __ .. ________ ~--!'--,~ 1---4----':-r,_· ·T ~ M A g A c K-A \11:. N u e. 1· ·REV.IS IONS. ' ' ' I . -• . ?PE. ctl ·. . .·· ' •.. · . -i ! .. .,, I ~ ·, .. ,. .. ' .j I W01FE WOODS. & A.SSOC.IATJ:S · :, .. ·. . . l : ·' .,., .. , .. : ''' . 7 ·, ' ;.;r·\~w1i . . . ' . . . ... ·. ·• .. ... ··f'."".'\ it'~-,' :,e''"s>·· TA··u· ;f')A'~IT'',~:c .,.,.,,Jr~ ., a A a o L u ,a.,w o.L r.1, 1.,. A R c HIT Jc r ,I_..:..,,:-~;,, .:·7-.,1' , . · . . .. , . . ,I(,. il'f ,l' · :. ·;:.,, ·<· ·., . ,,;,c---,• ' RO WAY S. t C 12 .. , ·,~-t ··,... . .-,, .;: •'. • • ·: .. ·.,::. ·-,., ·r ·· -1,i:1:111•H·,'-'···-~· . ~ _, , ~ '.'L-c"! .. ,., .pw~-~--~·.,:.., ... :;t.t::>H , ,. ; , , ,, M'i\:-~J;:S.:. --. , .......... ,... . . . ,.,, . -, : .-,?~<:;..}.; «~~·;{ ;,-;:.;;~ .· .. · · ·.,' · ·· , ,i::ei;,~~ 111..\l~.-~tr1>1e4Q:~~~i.oi:,i;·~~ .,,~·;,;,, ·:··_,~~-~,••-• -· a; ::.wmff,WJ~1lli~~~--~1~,,.,,_.,.,-.. ,,, ..• ,,,~~·-~~,¥11"' • ~~"!" ,.,,,...,,. .ct..,..,. "·'~H I . ,~·-·--~' ,, . : . .'-. : r· .. ',.' ' ' ' ' \. .. ,·: ! 4 • . . _, ., . , ·-·~-'· .:-· ·I ~ .: ·" ·J , . • . : i