HomeMy WebLinkAboutPCD 87-01; LEXUS CAR DEALERSHIP; Site Planz:8 2Z.B0 L 1 -,r,
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PROPOSED BUILDING
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Di:-PT
Building 1, new service bays, 18 stalls, 6,840 sq . ft.
(Reduce from 19 stalls as shown in PCD 87-1).
Building 2, existing paint booth. 2.031 sq. ft.
Bullding 3, existing bocty shop offices 900 sq. ft. with new
lunchroom addition 828 sq. ft. and new office addition 456
sq. ft. (increased from lunchoom @ 592 sq. ft. and office
addition @375 sq. ft. as shown in PCD 87-1)
Building 4, existing body shop, 18 stalls, 7,560 sq. ft.
(Delete proposed addition of 2 stalls as shown in
PCD 87-1)
Building 5, new parts and service building, 11 stalls,
10,981 sq. ft. (Decreased from 13 stalls, 11,812 sq. ft. as
shown in PCD 87-1).
Building 6, existing parts and seNice building, 9 stalls,
8,346 sq. ft . with a new addition enclosing a covered
canopy to provide 2 stalls, 482 sq. ft. and construct a new
covered canopy for 4 . cars for service write-up, for a
total of 11 stalls, 8,828 sq. ft. (Increased from 9 stalls
8,346 sq. ft. as sh own in PCD 87-1 ).
Building 7, existing showroom building, 5,760 sq. ft. with a
new showroom addition of 2,800 sq. ft. and new covered
display /new car delivery areas for a total of 8,560 sq. ft.
(Increased from 5,760 sq. It. as shown in PCD 87-1)
Previous location of 2,800 sq. ft. used car showroom as
shown in 87-1. This floor area has been relocated to the
addition to Building 7.
Existing driveway curb cut and improvements ln R.O.W. to
remain as is.
Relocate existing driveway to accomodate new showroom
addition. Install new planters with trees.
Revise parking lot layout from that shown in PCD 87-1 to
provide adequate backup space and increased quantity of
standard •sized parking spaces (8 1 /2' x ,~') typical entire
front lot. --• ·
New car parking.
Used car parking.
Customer parking.
Employee parking.
Service parking.
New car delivery.
Existing gas pump.
Relocated trash area.
Previous location of 2 stall, 900 sq. ft. service area as
shown in PCD 87-1. These stalls will be reduced in size
to 482 sq. ft. and relocated at the northwest end of
Building 6 by enclosing an existing canopy. See note 21.
New addition of a 2 stall, 482 sq. ft. diagnostic service
area created by enclosing an existing canopy. See nole
20.
Revise parking layout from that shown in PCD 87-1 to
provide more parking spaces and reduce congestion by
providing two defined circuliition aisles.
Revise parking layout from that shown in PCD 87-1 to
provide tandem parking in this area.
Circulation turning pathways for trucks per City of
Carlsbad Engineering Department.
501
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/!_i-;H~C: : -PA;K,:q -~;~~w;,/~R-s~u~TTJRE -:HAU-,
A i.SD HAVE: DURABLE-ME=:!AL. 5 1<.-N S TATJ N~ Tl-i-'<T
/JNAUTHOR1ZEO VE:HICLG(-5) PAl'sKING; I N HAN17iCAPf'Eci?
SPACES MAY BE SUBJECT To TON -AWAY. (2-71o Ze) I )
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CONSULTANTS
Structural Engineer:
Burkett & Wong Engineers
3434 Fourth Avenue
San Diego, CA 92103
(619) 299-5550
Mechanical/Electrical
Engineer:
Morgen Design J.nc.
8254 Ronson Road
San Diego, CA 92111-2082
(619) 279-6300
Landscape:
Garbini & Garbini
427 "C" Street, Suite 216
San Diego, CA 92101
(619) 232-4747
Civil Engineers:
Nolte and Associ8.tes
9755 Clairemont Mesa Blvd.
San Diego, CA 92124
(619) 278-9392
y
Interiors:
Parron-Hall Office Interiors
820 West Ash
San Diego, CA 92101-2488
(619) 239-0345
DATA
Owner:
Legal:
Site Address:
Site Area:
Zone:
Stories:
Floor Areas:
Building
2
3
4
5
6
7
8
Total Floor Area:
Number of Service Stalls:
BJilding
2
3
4
5
6
7
8
Total Number Service
Sialls:
Number Parking Spaces:
Full Sizes
Compact
Subtotal
Additional Parking
Total Parking Spaces
Louis Jones
5424 Paseo dei Norte
Carlsbad, CA 92008
(619) 438-2000
Lot 7, Parcel No. 1 of Parcel Map 8651
5444 Paseo del Norte
Carlsbad, CA 92008
4.533 acres
C2 (SP 19)
Two
As Approved
PCD 87-1
As Proposed
6,840 sq ft.
2,031 sq. ft.
2, 184 sq. ft.
7,560 Sq. ft. \ .. II
10,981 sq. ft.
8,820 sq. ft. ,_
"
,,
..... ,,,,.
,,
6,820 sq. ft.
2,031 sq. ft.
1,867 sq. fl.
8,580 sq. ft.
11,812 sq. ft.
8,364 sq. ft.
5,760 sq. ft. 8,560 sq. ft. \ _, '-2,800 sq. ft.
48,016 sq. ft.
19
0
0
20
13
9
0
0
61
195 (58%)
144 (42%)
339
0
339
0
46,976 sq. ft.
18
0
0
18
11
11
0
0
58
253 (75%)
66 (25%)
339
19
358
Assessor's Parcel No.
Occupancy Group
Occupant Load
Building use ,\Description
Type of Construction
Sprinklers
Allowable Floor Area
Coverage -
Height
existing
addition
Total
211 .060.18
B-2
Commercial showroom with offices
V-N (non-rated)
Light hazard per NFPA 13
. ';::_'{.,. ~t'-~ p~~--ro.'7.?
49,364 s.f.
21,449 s.f.
19.261 s.f.
40 ,710 s.t.
25'-0"
Previously Approved PCD 87 .1 Landscaping
Grading permit
Hazardous Materials
ffi Not required ;
No hazardous materials will be
stored and/or used within the
building which exceed the
quanlitles listed in U.B.C. Table 9A.
SHEET INDEX
A1 Site Plan
A2. Survey & Drainage Plan
L1 Site Irrigation Plan
L2 Building irrigation Plan
L3 Site Landscape Pian
L4 Building landscape Plan
L5 Landscape & Irrigation Details
L6 Landscape & Irrigation Details
A3 . Hardscape & Site Details
A4 Floor Plans & Details
A5 Enlarged Plans & Storefront Details
A6 Reflected Ceiling Plan & Details
A7 Roof Plan & Details
A8 Exterior Elevations & Details
A9 Building Sections
A10 Finish, Door & Window Schedules
A11 Interior Elevations
A12 Details & Miscellaneous ·
S1 General Structural Details & Notes
S2 Foundation Plan
S3 Roof Framing Plan
S4 S1ructural Details
S5 Slructural Details
S6 S1ructural Details
S7 Slructural Details
M 1 Mechanlcel · HVAC Equip. Pian
M2 Mschanical -HVAC Pian
T1 Tiile 24 Energy Consen1atlon
T2 Title 24 Energy Conseivation
E1 Electrical Distribution/Parking
Lighting Pian
E2 Electrical Interior Light'g Plan
E3 Electrical Interior POW"er /Light'g f
Communication Plan
32 T oral Sheets
NOTES
1. Maximum slope of parking surface in any
direction shall not exceed 1 /4~ per foot.
2. Parking spaces shall be indentified with
the international symbol of accessibility on
reflectorized sign affixed to post or wall,
and also duplicated on parking surface
(symbol to be 36" x 36").
3. Curb ramps shall be located wherever
pedestrian path crosses curb. Surface is to
be slip resistant.
4. Curb ramp shall be 48" minimum width
with maximum slope of 1 in 12.
5. A level 48. minimum depth landing is
required at top of curb ramp over entire
curb ramp width.
6. Walks and pedestrian ramps width shall be
48" minimum .
7. For eXisting sl)Ot elevations and drainage 1
patterns see Survey & Drainage Plan Sheet
A2.
8. For finish floor elevations, cut and fill
slopes and finish grade adjacent to
building see Hardscape Plan Sheet A3.
, -. . -' ~
All property lines, easements and buildings,
both existing and proposed, are shovvn on
this site plan NJO 'S\-j;E,T t,.. '1..
10. Walks to have maximum cross slope not to
exceed 1 /4" per foot.
CARLSBAD,CALIFORNIA . .
All ideas. designs. and arrangements indicated on
these drawings are the prope rty of BoKal Kelley•
Marl<ham Architects and ore intended to be used in
connection with this specific project only and shall not
otherwise be used for any purpose whatsoever without
the written consent of Sokol Kelley-MorKham Architects.
There shall be no changes or deviations from these
drawings or the accompanying specifications without
the written consent of Bokal Kelley-MarKham Architects.
Sheet Title
SITE PLAN;'
Scale
Date MON eo HA0
Drawn
Checked
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Job Number ?;,e,::. 7
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SOIL ENGINEERS NOTES
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THE SOILS REPORI' TITLED PRELIMINARY SOIL INVESTIGATION FOR PROPOSED LOUIS JONES
MITSUBISHI, UNDER PROJECT NO. 87-9-2A PREPARED BY BEN'JUI ENGIN!lERING, IN:. DA1'f:D
9-23-87 , SHAIL BE COOSIDERED AS A PART OF 1'HIS GRADING PIAN. ALL GRADING
SHALL BE DOOE IN 1CCOl1DANCE WITH THE RECT»1ENDATIONS AND SPCCIFICA'l'IONS CON'fAIND)
IN SAID SOILS REPORT.
SOILS ENGINEER'S CERTIFICATE
I, PHILIP H. BrnroN, A REGISTERED CIVIL ENGINEER OF THE STATE Of CALIFORrHA,
PRIOCIPALLY DOING BUSIIIBSS IN THE FIELD OF APPLIED SOIL MEOJANICS, f!E.R£BY CER'!'H'Y
THAT A SAMPLING AND S'!UDY OF THE SOIL COOOITIOllS PREVALENT WITUIN 'rHIS SI1'E WnS
MADE BY ME OR UNDER MY DIRECTIOO BeruEE.N 'z -0 , 19lu:, AND G -/9 ,
19~. OOE (1) CCMPLETE STUDY, WITH MY RECCl-1MENDATICNS, HAS BEEN SU!l/o!ITI"ED 10
/--;J, /) / 'lliE OFFICE OF 1'HE CITY EN~GIN.
SIGNED: C¢ -6L ~
R.C.E. NO.: /0332.
DA1'E: o~r -;z,Y 1989
LICENSE EXPIRATIOO DATE: /2,-3/-/qqz
a-lNER'S CERI'IFICATE
I (WE) HEREBY CER"l'IFY THAT A REGIS"I'ERED SOILS ENGINEER OR GEOLOCIS•r HAS BEEN OR
WILL BE RCTAINED 'ID SIJPER\/ISE CNEAALL GAADitiG J\C'I'!VI1'Y AND ADVISE 0.1 U l!l
lo"CONC.
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DATE: OCT 24; /'2B2
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SCOl'll!!D COkClltU:
PEft ,6.RCHITll!:CT'S
PL.I.,,.
a,NER
LOUIS V. JOOES
542 4 PASEO Dfil. NORI'E
CARLSBAD, CA 92008
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SITE ADDRESS
5424 PASID DEL OORTE
CARLSBAD, CA 92008
LEGAL DESCRIP'l'IOO
PAOC:EL l, P.M. 8651
A.P.N. 211-060-18
SCOlltl!O
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PER,,U 'l"l'EE
LEXUS CAR DF.ALERSHIP
54 54 PASW DJ::!, NORl'E
CARLSBAD, CA 92008
•
I HEREBY DECIJ\RE THAT I AM 1~JE ENGINEER OF WORK FOR nus PROJECT, 'l"!Wr I HAVE
EXEK:ISED RESPCNSIBLE CHARGE 0/ER THE DESIGN OF '!'HE PRCUECT AS llill-'INED IN sa--rra,
6703 OF Tl!E OUSINESS AND PROFESSIONS CODE, AND 'IliA'l' '!11E DESIGN IS CONSIS'rEN'l" WITII
CURRENT srANDARDS •
I UNDERSTAND 'nJAT THE CllECX OF PROJECT DRAWINGS A!ID SPECIFICA'rIONS BY '!'HE CITY OF
CARLSllAD IS COOFINED 'ID A REVIEW OOLY AND lXlilS NOr RCLILVE ME, AS O!GlNEER Ol'
WORK, OF MY RESPOOSIBILITIES FOR PROJECT DESIGN.
JP-ENGINEERING, IN:.
8361 VICKERS S1'REET, SUITE 205
SAN DiffiO, CA 92111
619 569-7377
JOOCC H. PALACICS, ICE 32031
EXPIRA1'IOO 12/31/92
BFN:HMARK
DA.'ill
6' DEEP COPPER R00 WI'!'!! DISK S'fAMP£ll CC 1 51-1968 LOCATED ON CARLSBAD IlLVD. 0.30
MILE EAS•r OP CANNOO RCWl 156 NOR!'H OF J1AILRCIAfl CROSSING !<ECORD s-RQ,1 SAN DiffiO
COUNT\' DEPAR!l1ENT Of' 'l'RANSPOR!'ATION COOTROL DA'rA BOOKS, ELEVA'l'!ON 43.143 ,·u·r ,
DA'!UM USC&G J..AND.
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ENGINEER OF l·IORK
JP ENGINEERING, INC.
8361 VICKERS STREJ-."'T, SUITE
SAN Dllx:O, CA 92111
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NO D A.TE BY OESCRIPT10N NO BY
10-20-89 C/1/lNGE THE llMIT.S OF WORK.
DAT I!: DESCRIPTION
•
J p E N G I N E ER I N G, I N C . '1-Z£-Bf
CIVILENGINEEmNG.LMIO Pt.ANNING.SURVEYING J.H. PAlACIOS ACE 32031 DA.TE
9381 VICKERS STREET,SUITE 205,SAN DIEGO,CA '5a2111 r---=~=====~=~---~=~~-------!
<•1•1 s••-1,11 PREPARATION AND REVISION LOG
FILE CODE
137-89 DATE INITl,l,L
REVISION DESCRIPTION ENG INEER OF WORK
GRADING NOTES
(IN ADDITION 'ID REQUIREMENTS OF 11.06 OF THE CARLSBAD MUNICIPAL COOE,)
1. A PERMIT FR0'-1 THE err{ ENGINEER WILL BE IW;;OIREll FOR Alf'[ I-ORK IN THE CITY
RICHT-OF-1'1AY.
2. APPROJAL CF 'Il-lESE Pu.NS BY TIIE CI'!Y ENGINEER lXES 00'!' Atm-!ORI ZE ANY I-ORK OR
GRI\DING 'ID BE PERFORMED UNTIL 'I1!E PROPER'IY G-INER' S PERMISSIOO HAS BEW
OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
3. ALL OPEAATICNS CONDUC'f£D 00 THE SITE OR AnJICENT TH£RE'ro, INCLUDING THE
WI\RMING UP, REPAIR, ARRIVAL, DEP/\R'IURE OR RONNING oe TRUCKS, EARTHMCN'ING
EQUIPMENT, CCNSTRIJCTIOO EQUIPMENT ANO ANY i:mlER l\SSOCIA'IED GRADING EQUIPMENT
SHALL BE LIMITED 'ID THE PERICO BE'NEEN 7: 00 A.M. AND SUNSET EACH DAY, MOIDAY
1\lROOGH FRIDAY, AND NO EARI'HMOll'ING OR GRADING OPERA1'ICNS SHALL BE CONWCTED
CN 'ftlE PREMISES 00 WEEKENDS OR !IO'..IDAYS. (OOTAIN A LIST OP CI'IY HOLIDAYS
FRO:•! THE ENGINEERING DEPAlmlEN'I' COUNTER.)
4 . ALL QJ,-F-SITE HAUL RCU!"ES SHJ\LL BE SUBMI'rrED BY THE CCM'RAC'IDR TO THE CITY
ENGINEER POR APPno,,AL 48-HCXJRS PRIOR TO BEGINNING OF 1-llllK.
5. IMPORl' MA'l'ERIAL SHALL BE OOTAINED FRCM AND Wl\STE H/\TERIAL SHALL BE DEPC6ITED
AT A SITE APPllOIED BY THE CIT'f ENGINEER. THE COOTRACTOR SHALL BE
RESP<XlSIBLE ~'OR ANY DEBRIS OR DAMAGE OCCURRING AL(N; 1'HE HAIL Rl'.l.lTES OR
ADJACEN'r STREC!'S AS A DIRECT RESULT OF THE GRADING Ol'EAA'rICNS.
6. A PlillCOOS'I'RUC"l'IOO COOF'ERENCE SHALL BE HELD AT TtlE SI'l'E PRIOR TO BEX.INNING OF
WORK AND SHALL BE A'l"J'CNDCD BY ALL RE1'RESENTA'I'IVES RESPOOSIBLE .OR
COOSTRIJCTIOO INSPECI'ION. SUPERVISIOO, TESTING AND ALL orl!ER ASPECIS OF THE
..ORK.
7. BRJSH SHALL BE IlEMOVED OOLY WI'Il!IN THE AREA 'ID BE GAADCD. NO TREES ARE TO
BE RD10VED UNLESS SPECIFICALLY NOTED 00 THE PLAN.
8. ALL AREAS SHALL DE GRADED TO DRAIN IMPROPER GRADING RESULTING IN 'ftlE POODING
OF WA'ff:R IS NC1!' PERMI'I'l"ED.
9. WHERE AN EXISTING PIPE LINE IS TO BE A8ANDQNED AS THE RESULT OP rnE GAADING
OJ'ERA'rIOO, IT SHALL BE REMOVED WI1'HIN Th'EN'I"l FEET ( 20' ) OF BUILDING OR
STREET AREAS AND REPU.CED WITH PROPERLY CC>-IPACTED SOILS. IN DrHER AREAS THE
PIPE SHOUill BE CCMPLETELY pur.,;m WI'Ill COOCRE'l'E OR REl-lO\IED,
10. A SOILS CDIPACTION JlEPORI' AND Cc,.u>LIANCE VERIFICATION Ra;ARDING hDllERENCE 1'0
RECCM-IENDATICNS OOTLINED IN THE SOILS REPORT IS REQUIRED PRIOR 'l'O 1liE
ISSUANCE OF A BUiillING PERMI1". ALL GAADING SHALL BE llCtiE UNDER THE
DIRECTIOO OF A QUALIFIED SOILS ENGINEER. ALL FILL QR FUWRE FILL AREAS
SHALL BE COOSTRUCTED IN 1\CCORDANCE WITH 1'HE CITY OF CARLSBAD STANDARD
SPECIFICATICNS AND THE "EAR!'HW)RK SPECIFICATICNS" ATl'ICHED 'l'O THE
PRELIMINARY SOILS INVESTIGATIOO.
11 • CON'I'Rl\C'IOR SIIALL PRClvIDE EROS ION CCNl'R(L MEASURES '11'.l CCN!'RCL SOIL MCNEMENT
SATISFAC'l'ORY TO 1l!E CI'!Y ENGINEER. IN 'IllE EVENT . THE SI1'E IS E:XPC15ED 'IO
ERC6IOO DURING '!'HE PERIOO FRO! OO\/Dt3ER 16TH TO APRIL 4'1'H, SPECIAL EROSIOO
COOTRa.5 SHALL BE REQUIRED. EROSIOO COOTRCC. MEASURES SHALL INCLUDE, BUT ARE
NOi' LIMITED TO, SLOPE PROI'ECI'ICN STILLING BASINS, SANDBAGS, AND STORi
DRAINS.
12. AIL E/\R'l'l!EN SWALES AND Dim!ES SHALL HAVE MINIMUM OOE Pm:::ENT (11) SLOPE.
13. ALL CUT AND FILL SLOPES SHALL BE TRIMMED '.IO FINISH GllADE ·ro PROOJCE Sl>WXJI'H
AND UNIFOR-1 SURl'l\CE OR CRCBS SECTICN. THE SI'l'E SHALL BE REIOJED AND
DISPCSED OF AT A SITE APPROVED BY THE CITY ENGINEER •
14. AS SOCW AS GRADING IS C()o!PLETEO SLOPES SHG-IN SHALL BE ESTABLISHED BY
JIYDROSEEDING, Mill.CHING AND FERTILIZATIOO. THE SEED HIX SHALL BE DESIGNED BY
AN EXP£RT IN THE FI.ELD AND SHALL BE APPROVED BY THE PARKS AND RECRE/\TIOO
DIREC'IDR. THE MULCH SHALL BE APPLIED AT NOI' LESS n1AN 2,000 POUNDS PER ACRE
AND 'IllE FERTILIZER AT NOi' LESS '!\LAN l, 000 PCUNDS PER 1':RE UNLESS OI'HERWISE
SPECIFIED AND APPRCN'ED BY THE CIT'f a!GINEER.
15. PERMI'l'S FOR WORK IN THE PUBLIC RlGffi"-OF-WAY SHALL NOr BE ISSUED UNTIL A
CERJ'IFICA'.ffi OF INSURANCE IS FILED THAT NAMES THE CITY OF CARLSBAD /.S
ADDITI ONAL INSURED 00 THE PERMITl'EE' S PCl,ICT IN AN /\KXJN'l' o,-AT LEAS'f
$1,000,000.00 FOR EACH =AAEtCE OF LIABILIT'f.
16. ALL RETAINING WALLS TO BE COOSTRIJCTED UNDER SEPARATE PERMI'r HHICH fol.JST BE
OOTAINED FRQ,I THE BUILDING DEPAR'II-IENT PRIOR TO GRADING PERMIT ISSUANCE.
17. ALL SLa>ES SIIALL BE PLANTED AND OR JIYDROSEEDED WlTUIN 1'EN ( 10) DAYS
F'Cll.LOIING RO'.JGH GRADE CERTIFICATIOO. FAIWRE TO CCY,tpLf."l'E HYDRCYSEED
Ol'ERA'rIOO WITHIN THIRT'f ( 30) DAYS SHALL BE REASOi FOR '!HE CHY OF CARLSllAD
'ID ~"TOP ALL COOSTRIJCTIOO ACTIVITY 00 THE PROJECr.
18. FINISH GRADING AND PLAN"rING SHALL BE J\CC01PLISHED 00 ALL SLOPES PRIOR '.IO
OC"rollER 1 OR II-f,IEDIA'IBLY UP(l,I CQo!PLETIOO OF ANY SWPES GRADED BE'IWE:::N
'CC'JalER 1 AND APRIL l, PADS OR Ol'HER RELATIVELY LEVEL AREAS SHALL EE
PLANTED AS DIRECTED BY THE CIT'f ol'lGINEER.
WORK •ro BE DCtlE
THE IMPRO/EMENTS COOSIS"r OF THE POLLCWING WORK TO DE rolE ACCORDING '10 1ilESE
PLANS ANO SijE~FICATICNS AND THE FCLLCWING STANDARDS CURREN!' A'l' 1i!E 'l'IME OF
COOSTRUC'l'IC,,: TtlE CIT'f OF CARI.SAD STANDA11D DESIGN CRITERIA FOR ~\IE DESIGN Of
PUBLIC WORKS IMPROVEMENTS, 1'HE CI'!Y OF CARLSBAD GRADING ORDINMCE 9 (CHAP~'Ef<
11. 06). ALL CI'IY OF CARLSBAD SUPPID!EN'l'AL DRAWINGS AND APPLICABLE OIDINANCES
'!'HE SAN DI!X:O Ra:;IOO/\L STANDARD DRAWINGS AS MOOIFIED BY THE Cl1Y OF CARLSBAD, NlO
1ll8 STANDARD SPECU'ICATIOOS FOR PUBLIC WORKS CCX>IS"I'l!UCTION (GREEN BOOK) •
DESCRIPTIOO OF ~RK
PROPER'J"l LINE
EXISTING ELEVATION
PROPC6ED ELEVATICN
EXISTING SIDEWALK
EXISTING CURB AND CUl'TER
PROPCSED CURB, G-1 C.C. HOO. GS-13
EXISTING CURB
EXISTING DRIVIl!AY
PROPOSED IC PAVEMENI'
SURFACE DRAINAGE DIRECTIOO
EXISTING D-25 CURB aJ'll.ET MCDIFIED
WA'l'ER MAIN • PROPCSED
FIRE HYDRANT• PROPCSF.O
FIRE HYDRAm' • EXISTING
WATER M.E:I'E.R • nlSTING
DETECTOR CHECK • PROPCSED
LIMI1S OF I-ORK
• CARLSBAD MUNICIPAL WATER DISTRICT
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I 5H1[T I CITY OF CAR LS BAD ISH 1ETSl
EWG I N[[F!IN ( OEPARTM[NT
IMPROVEMENT PLAN FOR:
LEXUS CAR DEALERSHIP
PARCEL 1, P.M.8851
~:P,ROVED :
CITY ENGINEER DATE \
OWN BY, PROJECT NO [ ORAWING NO,
I '1.t.TE INl"TI.AL CHKO IIY. Pc fJ B7-ot SMT. FIELD IK, NO. CITTA...OWAl ,,