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SIGN 5'-6"X8'-6"
47 so. FT. I
REMOVAL OF EXISTING
DRIVEWAY AND INSTALLATION
OF NEW CURB, GUTTER AND
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SIDEWALK TO MATCH EXISTING. -----,W-
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REMOVAL OF EXISTING DRIVEWAY
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EXISTING.
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CAROL PLACE
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80' X 39'
AM/PM MART
PROTOTYPICAL
2,997 SQ. FT.
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SIDEWALK
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EXIST CONC. CURB
4'-10"
PLANTER
5'-6~
SIDEWALK
TYPICAL SECTION JEFFERSON ST.
NO SCALE
Sit ltN
! R/\,/ = 95'-10' !
TYPICAL SECTION TAMARA CK AVE.
NO SCALE
s It II'. N I I R/"1 = 53' -10' I
19'-1'
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35'-9' 9•-0· I
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4'-0"
PLANTER
4" P.C.C.~ s·-o·
SIDEWALK SIDEWALK
EXIST CONC. CURB
TYPICAL SECTION CAROL PL
NO SCALE
CALTRANS---
RIGHT OF WAY
HWY. 5
OFF RAMP 6' WIDE GAS
EASEMENT
---------------
------
REMOVE AND REPLACE
EXISTING DRIVEWAY
L= 111.43
R= 1949 -
72'-o.,, 1J _---=-"--------I
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SITE PLAN
SCALE: 1" = 20' -0" NORTH
PROJECT DIRECTORY
OWNER :
APPLICANT :
AGENT FO~
APPLICAN'I :
IANDSCAPE
ARCHI If CT ·
GENERAi
CO~TRACTOR:
SAAD ATTISHA 4142 ADAMS AVENUE
SAN DIEGO, CA. 92130
ARCO PRODUCTS 80MPANY
4 CENTERPOINTE RIVE
LA PALMA, CA. 90623
CONTACT ·
PHONE: FAX :
CONTACT :
PCONE:
FAX :
TAIT AND ASSOCIATES INC. CONTACT · 9089 CLAIREMONT Mi:'SA BLVD., SUITE 300 Pl o~E:
SAN DIEGO, CA. 92123 FAX :
STEVE AHLES
P.O. BOX 682
CARDIFF, CA 92007
T.B.D.
CQNTAYT :
PHONE:
!-"AX:
CONTACT :
PHONE:
FAX :
PROJECT DATA
LANDSCAPE
~AA□ ATTISHA 619) 300-9201 619) 442-6257
KENT ALLEN (714) 670-5258 (714) 670-5439
tESLjE BURNSIDE 858 278-1161 858 278-1525
rTEV~ AHLES 760 632-0288 760 632-0289
GROSS SITE AREA
36,927 S.F. / 0.85 AC. 1 '
2.
ON-SITE: 7,913 S.F./ 21 % OF SITE
NET SITE AREA
27,145 S.F. / 0.62 AC.
OFF-SITE: 1,074 S.F.j 3% OF SITE
TOTAL: 8,987 S.F./ 24% OF SITE
BUILDING AREAS
BUILDING: 2,997
968
3,600
S.F.
S.F.
S.F.
ZONE
A.P.N
C-1
204-292-2400 CARWASH:
CANOPY:
PARKING SUMMARY,
PARKING REQUIRED:
1. ARCO
PARKING F'ROVIDED:
1. ARCO
2,997 / 300 + 3 = 13
(lt1CLUDES 1 HANDICAP)
SPACES 1 HANDICAP SPACE
13 STANDARD SPACES
TOTAL: 14 SPACES
PROJECT NOTES
NO.
9
10
11
12
13
14
15
(i) EXISTING INGRESS/ EGRESS EASEMENT PER FILE NO. 127725
OF TITLE REPORT. SEE ALTA SURVEY SHEET 03.
0 ELECTRICAL EASEMENT/ SEE ALTA SURVEY SHEET 03.
® SIGHT DISTANCE CORRIDOR PER CITY
(NOTHING OVER 30" IN THE AREA).
STANDARDS
2' MAXIMUM ROOF OVERHANG OVER SETBACK.
PER GRADING PLANS -REMOVE AND REPLACE EXISTING DRIVEWAY.
@ GAS EASEMENT SEE ALTA SURVEY SHEET 03.
APPROVAL BLOCK
GARY SIMNING 9/16/02
SITE ACQUISITION MANAGER DATE
DAVID MACDONALD
GLOBAL ALLIANCE MANAGER DATE
JOHN YADA
DESIGN MANAGER DATE
MICHAEL BURKE 9/16/02
DISTRIBUTION APPROVAL DATE
BOB FLAIG 3/25/02
WCBU CAR CARE OFFER MANAGER DATE
DATE REVISIONS BY PRO.ECT RELEASE
3/26/02 CAR WASH AND BUILDING SIZE PER S.A.M. -G.S. BL PERMIT
4/2/02 RELOCATE TANKS PER S.A.M. -G.S. BL
4/29/02 PER PROTOTYPE REVISION/ APOLLO CANOPY BL BID
5/01/02 PER CITY COMMENTS BL
B/13/02 CARWASH RELOCATION PER CITY COMMETS BL CONST.
8/13/02 SIGN RELOCATION PER BP BL
1/21/03 PER PLANNING COMMISSION COMMENT AS-BUILT
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T alt & Assoclatea, Inc.
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8089 CIII'""""" -Blvd. U.300
a.n o• ca111om1o 112123
(858) 271>-1181 I'll.
(858) 278-fi26 Fu
www.talt.com
OIMr Olfloell
llentaAna,CA
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LU-NY• Rono,NY
Lovelond,CO•Baloo,D --consultant Job•
AR1219
master release date
03/D7 /01
project axe date
12/18/01
FIiename
master drawn by
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Facility/Project
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1 INCH : 20 FEET
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30.00' 34.83' 40.00' 9.67' 56.67' 18.52' 18.52' 58.82' (VARIES) VARIES 63.9' (VARIES) ~1--------------+------'-"..::....:_--------1•-------=-=------1-_:;_=-~------=-=-=-----,----='--i--==-------------1-----=='-~f----------~w
S __ 1_8_.o_o_· _ __,__1_2_.o_o_·--'◄2_.5_8_'~2-._5_o·~--12_._o_o_·~--9·_4_0-'.~6_.3___,3' ARCO ~
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o -~ ~ 4:1 MAX. '--~ (P) 4" P.C.C. SIDEWALK---~ /t.L:-~VA~R~IE:l~=7--=-~~•~Rl~ES~··<c·o=·=-----;'~·8~%r~~~1~.B~%~zt.;:: .. t·••ci!"·"2••·ZZ:JZ:~1.J;,:~~,;;:;:;;:,:J!l.~....._j!~1~~% .. ::......._~ ! 7-7F (P;~i;c~~: PAVEMENT (P) 6' CURB (P) A.C. PAVEMENT (P) DRIVE SLAB (P) TANKS~'· ·•a.,.. ""·' -~[.o,:' .,---~)--
(E) A.C. PAVEMENT __/ (P) CURB & GUTlER (P) CURB & GUTlER \ L (E) A.C. PA\£MENT
(E) CURB & ll.JTTER (P) SCREEN WALL C R O S S -S E C TI O N A -A \_ (E) CURB & ll.JTTER
(E) SIDEWALK (P) CURB N. T. S. (P) CURB (E) SIDEWALK
40
SYMBOL
FS
GB
BW
R/W
TC
FL
-®--
--(64)--
80.00
(80.00)
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 RIGHT OF WAY LINE
PROPERTY LINE
EXISTING TREE
----It • ~ PROPOSED YARD LIGHT
CONCRETE PAVEMENT
SCREEN WALL
CITY BENCH MARK
MAGNOLIA AVE.
SIT[
TAMARACK AVE.
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NO SCALE VICINITY MAP
PRELIMINARY GRADING DATA:
TOTAL AMOUNT OF SITE TO BE GRADE'.□: ~AC
PERCENT OF TOTAL SITE GRADED: 100%
AMOUNT OF SITE l'ATH 25% SLOPES OR GREATER: QJ)Q___AC
PERCENT OF TOTAL SITE WITH 25% SLOPES OR GREATER: 0.0%
AMOUNT OF SITE WITHIN HILLSIDE REVIEW: N /A
PERCENT OF TOTAL SITE WITHIN HILLSIDE REV1EW: N /A
MAXIMUM HEIGHT OF FILL SLOPES(S): N /A FEET N /A SLOPE RATIO
MAXIMUM HEIGHT OF CUT SLOPES(S): )UA FEET )UA 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 ore for permit and/or bonding
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:
ONSITE DRAINAGE FROM THE STOREFRONT FLOWS SOUTHWESTERLY TO GUTTERS THAT DRAIN TO TWO ONSITE 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 28' 39' 45" WEST FOR THE EASTERLY
LINE OF LOT 1 AS SHOWN ON MAP NO. 5944 FILED IN OFFICE OF THE
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:
IMPORTANT NOTICE
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).
Engineers Note to Contractor:
COUNTY
Section 4216/4217 of the Go~rnment
Code requires o Dig Alert ldertlfloation
Number be i~sued before a
Perrnil lu E;,;covate will be valid
F"or your Dig Alert !D Nu'l'lbC' Call
UNDERGROUND SERVICE ALERT
1-800-422-4133
The existence and location of any underground utilities, pipes,
and/or structures shown or these plaris were obta·red by a search
of available records. To :he best of our knowledge, there are no
existing uti ities except as shown on hese plans. The contractor
shall ascer:ain the true vertical and horizontal location of
F"or UndergroL-nd Locating
2 Working Days before You !)l,;i
those undergrounrl utilities to be used and shall be responsible
for □'ly damage lo any public or private utilities, shown or not
shown hereon.
NO. DATE REVISIONS BY PROJECT RELEASE
l-1-+_4c_/_29-'/_0_2+-P_E_R_C_ITY_C_O_M_M_E_NT_S ___________ +-_E_AJ_-l PERMIT
1---1---+-------------------+-----1 BID
CONST.
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DRAWN: EAJ
DATE: 4-05-02
CK'D: CEH
DATE: 4-05-02
REVISION NO:
DATE:
TAIT & ASSOCIATES INC. gos~ CLAI,iEf,toN· ~ESA s~vo.
SAU DIEGO. C,l,LlrOR~I~ 0212~
!EL, (868) 278-·761 FAX. (1358) 278-1!52~
consullonl Job#
AR1219
master release dote
03/07/01
project axe dole
12/18/01
mastttr
drown by
BL
Filename
ar1219dconc.dw
F aclllty /Project
06525
sheat 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 o.r121 '3ciconc.ciwg 4-8 02 4 4f>:29 pr1 EST