HomeMy WebLinkAboutItem #13 AttachmentEXISTING LEGEND:
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SITE KEY NOTES (FEATURES TO REMAIN) ()
1 EXISTING TANKS AND TANK PAD TO REMAIN 10 EXISTING SIGN TO REMAIN
2 EXISTING DRIVE ENTRANCE TO RENAIN
3 EXISTING SIDEWALK TO REMAIN
I EXSNNG UM
PPS AND CANOPY TO REMAIN (TYPICAL)
5 EXISTING FIRE HYDRANT TO RE"N
6 EXISTING WATER METER TO REMIN
7 EXISTING RETAINING WALL TO REMAIN
0 EXSTINC ENVIRONMENTAL ENCLOSURE TO REMAIN
9 EXISTING PROPANE TANK TO REMAIN
I
1
ALL DER EXISTING FEATURES ON -SITE SUCH AS SIDEWALK, CURB CUTTER,
PAVEMENT, BUKDING. SITE LCHTS, REFUSE ENCLOSURE ARE TO BE REMOVED.
4 4
I
VICINITY MAP & AERIAL
NO SCALE
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DEVELOPER
OWNER
HARRISON FRENCH k
W(ESHORE LP
ASSOCIATES. LTD
16810 VAN BUREN BLVD /200
809 W A STREET SUITE 0200
RIVERSIDE, CA 92504
BENTONVRLE, ARKANSAS 72712
PH: (479) 273 -7780
FK: (ON) 520 -9685
CONTACT: MARLEY PHILLIPS
ENGINEER
GREENBERG FARROW
8360 E RAINTREE DR /110
SCOTTSDALE. AZ 85260
PH: (602) 321 -3412
FX: (480) 275 -7680
CONTACT: KEVIN PARKER
V
SCALE: 1 "= 20'
�0 10 2O 407❑ 2(Y 4' Val
19000 AIACa7a11M BIVD. Suite 250
Irvine. CA 92612
C 949 296 0450 E 949 296 0479
PROJECT TEAM
ODI` IT NOTICE
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DATE DESORPTION
02/01 ! 91E PI/Il
05/15/13 CITY C01A[TITS
no�
FROFfigORAL EN CN 11[
FARM" [IIIR
PROFESSIONAL ENGINEER
LICENSE NO. C63%8
PROJECT AA
IIAN[A
FAR" SHIN
OTAAIR7 CYNTR[t
FMYW SHR
YMtN ITT
MAKE HOLIES
PROJECT RAPE
7- ELEVEN
N0. 1028056
LAKE ELSINORE
CALIFORNIA
515 N. MAIN STREET
LAKE ELSINORE,CA 92530
u ELEVEn
FVMLCT RN[I[[II
20120688.0
SHEET TTTLE
PLAN
YNEET RYMY[R
43 rc
GENERAL SITE NOTES
1 CONTRACTOR MUST SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING WORK
2 IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY
DISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF
THE LOCALITY, OR ANY ERRORS OR OMISSIONS IN THE PLANS OR IN THE
LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS DUTY TO
IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER WILL
PROMPTLY VERIFY THE SAME ANY WORK DONE AFTER SUCH A
DISCOVERY, UNTIL AUTHORIZED. WILL BE AT THE CONTRACTOR'S RISK
3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE
BEGINNING CONSTRUCTION.
4 ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN
ACCORDANCE TO THE STATE AND LOCAL GOVERNMENT AGENCY LATEST
CONSTRUCTION SPECIFICATIONS AND DETAILS
5 ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL
FEDERAL. STATE AND LOCAL CODE.
6 NOTIFY THE CITY INSPECTOR TWENTY -FOUR (24) HOURS BEFORE
BEGINNING EACH PHASE OF CONSTRUCTION
7 THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS,
REFERENCE POINTS, AND STAKES
B ARCHITECTURAL PLANS ARE TO BE USED FOR BUILDING STAKE OUT
9 ALL DIMENSIONS ARE FROM FACE OF BUILDING, CURB. AND WALL
UNLESS OTHERWISE SPECIFIED ON PLANS
10
CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT
WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY. AND
ADJOINING PROPERTY PROTECTED FROM DAMAGE
I I CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM
AND /OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO
CONSTRUCTION OPERATION
12 ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS,
ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE
DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION
SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE
SPECIFICATIONS
13. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
STATE AND LOCAL GOVERNMENT AGENCY SPECIFICATIONS
14, STANDARD /HEAVY DUTY PAVEMENT AND CONCRETE SECTIONS SHALL
FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED
BY PROFESSIONAL SERVICE INDUSTRIES. INC . DATED JANUARY 7, 2013
SEE CIVIL DETAILS.
15. ALL CURB RADII SHALL BE 5' UNLESS OTHERWISE NOTED ON THE
PLANS
EXISTING LEGEND.
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PRESSURE INDICATOR VALVE
RLD
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SEWER CIEANOUT
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GAS METER
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OR
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e PL
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MR & WATER GSPENSER
ASPH
ASPHALT
EV
ELECTRICAL VAULT
so
SGIAIRE
GRORL
GUARDRAIL
FT
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K DOW
SPOT ELEVATION
OTMEE
MH
MANHOLE
ARN
ASSESSOR'S PARCEL NUMBER
—ONE—
OVERHEAD ELECTRIC
®
HATCHED AREA
_W_
WATER UNE
GTL
GAS TARR UO
_SS—
SEWER UNE
MW
MONITORING WELL
—G—
GAS UNE
COL
COLUMN
—E—
UNDERGROUND ELECTRICAL UNE
cm
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THE PROPOSED PROJECT WILL INCORPORATE THE FOLLOWING BEST MANAGEMENT
PRACTICES SEE WATER QUALITY MANAGEMENT PLAN FOR MORE INFORMATION
SC -10 NON STORMWATER DISCHARGES
SC -11 SPILL PREVENTION, CONTROL & CLEAN -UP
SD_ 10 SITE DESIGN & LANDSCAPE PLANNING
50 -11 ROOF RUN -OFF CONTROLS
SD -12 EFFICIENT IRRIGATION
SD -13 STORM DRAIN SIGNAGE
TC -I1 INFILTRATION BASIN
TC -30 VECETATED SCALE
CASOA AUTOMOTIVE SERVICE - SERVICE STATIONS
0A•
Al'xs F �
NPH� A� AZT
TACTILITY TO
REMAIN
-
RF.
t+�s
10 " k&7,. -
SITF KEY NOTES
56 STANDARD DUTY ASPHALT /CONCRETE PAYING (PER PAVING DETAIL)
S7 HEAVY DUTY ASPHALT /CONCRETE PAVING (PER PAVING DETAIL)
5O CONCRETE SIDEWALK & ADA PATH OF TRAVEL
510 SIDEWALK RAMP 0 633% MAX (TYPICAL -PER LOCAL CODES)
S15 DUMPSTER ENCLOSURE (PER ARCH PLANS)
S23 PARKING STALL STRIPING (PER LOCAL CODES)
525 4' EDE PAINTED STRIPES, 2' OFT CENTER 0 45' (PER LOCAL CODES)
1A1�p1�US1W
ill' VY,HGTY9. 0.
APN.StR 0 1qS
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VICINITY MAP & AERIAL
' NO SCALE
DEVELOPER OWNER
I; HARRISON FRENCH & IAKESHORE LP
ASSOCIATES, LTD 16810 VAN BUREN BLVD 1200
809 W A STREET SUITE 1200 RIVERSIDE, CA 92504
BENTONVILLE, ARKANSAS 72712
PH: (179) 213 -7780
FX: (888) 520 -9685
CONTACT: MARLEY PHILUPS
ENGINEER
GREENBERG FARROW
8360 E RAINTREE DR /110
SCOTTSDALE, AZ 85260
PH: (602) 321 -3412
FX: (480) 275 -7680
CONTACT: KEVIN PARKER
SITE INFO:
7 -11 STORE N0. 1028056 515 N MAIN STREET
LAKE ELSINORE. CA 92530
ZONED COMMERCIAL
USE 3010 SF CONVENIENCE STORE AND FUEL SALES
LANDSCAPE AREA REQUIRED IS IS% OF LOT AREA (28,961 SF)
LANDSCAPE PROVIDED IS 19 5E OR 5,647 SF
PARKING REQUIRED IS 1/200 OR 15 SPACES (1 ADA)
PARKING PROVIDED IS 14 SPACES (1 ADA) PLUS 1 RV SPACE
LOT BUILDING COVERAGE IS 6%
PAVEMENT / HARDSCAPE COVERAGE IS 405
BUILDING CONSTRUCTION TYPE IS V -B UNSPRINKLED
cI BUILDINO OCCUPANCY IS M- MERCANTILE
SITE IS LOCATED WITHIN THE ALOUIST- PRIOLO EARTHQUAKE FAULT ZONE
r OF THE ELSINORE QUADRANGLE BUT NOT WITHIN A 1/2 MILE OF AN
ACTUAL FAULT
AREA
r /79
,11, 50, FT OR 1 10 ACS,
U7 LEGAL DESCRIPTION
APR: 377- 242 -021 AND 377- 242 -021 -0
REAL PROPERTY IN THE CITY OF LAKE ELSINORE. COUNTY OF RIVERSIDE. STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS;
PARCEL 1:
THAT PORTION OF LOT(S) 13, 15, 17 AND 19 IN BLOCK 84 OF HEALDS RESUBDIVISION,
AS SHOWN BY MAP ON FILE IN BOOK B PAGE(S) 378. OF MAPS, RECORDS OF SAN
1 DIEGO COUNTY, CALIFORNIA DESCRIBED AS FOLLOWS:
1 BEGINNING AT A POINT IN THE WESTERLY LINE OF THE EASTERLY 5.00 FEET OF SAID
LOTS, SAID POINT BEING THE MOST SOUTHERLY CORNER OF THE LAND DESCRIBED IN
DEED TO THE STATE OF CALIFORNIA RECORDED MARCH 30. 1956 IN BOOK 1888 PAGE
188 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE NORTH 70 DEG
-' 53' 50" WEST AT RIGHT ANGLES TO SAID WESTERLY LINE, 175 11 FEET TO A POINT IN
THE WESTERLY LINE OF SAID LOTS; THENCE SOUTH 19 DEG 06' 11' WEST ALONG THE
588 WESTERLY LINE OF SAID LOTS, A DISTANCE OF 155 63 FEET TO THE SOUTHWESTERLY
CORNER OF SAID LOT 13; THENCE SOUTH 70 DEG 59' 45' EAST ALONG THE
SOUTHERLY LINE OF SAID LOT 13, A DISTANCE OF 175.11 FEET TO A POINT IN SAID
1 WESTERLY LINE OF THE EASTERLY 5.00 FEET OF SAID LOTS; THENCE NORTH 19 DEG
I 06' 10" EAST ALONG SAID WESTERLY LINE 155.33 FEET TO THE POINT OF BEGINNING
PARCEL 2:
THAT PORTION OF LOT(S) 19, 21 AND 23 IN BLOCK 84 OF HEALDS RESUBONISION, AS
SHOWN BY MAP ON FILE IN BOOK 8 PAGE(S) 378, OF MAPS, RECORDS OF SAN DIEGO
COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS:
I BEGINNING AT A POINT IN THE WESTERLY UNE OF THE EASTERLY 5 00 FEET OF SAID
Sm - LOTS, SAID POINT BEING THE MOST SOUTHERLY CORNER OF THE LAND DESCRIBED IN
DEED TO THE STATE OF CALIFORNIA RECORDED MARCH 30, 1956 IN 900K 1888 PAGE
180 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE NORTH 70 DEC
53' 50' WEST AT RIGHT ANGLES TO SAID WESTERLY LINE, 175 11 FEET TO A POINT IN
THE WESTERLY LINE OF SAID LOTS; THENCE NORTH 19 DEG 06' 11" WEST ALONG SAID
WESTERLY LINE 144 77 FEET TO THE NORTHWESTERLY CORNER OF SAID LOT 23;
��y THENCE SOUTH 70 DEG 56' 10' EAST ALONG THE NORTHERLY LINE OF SAID LOT 23, A
-�1 •' DISTANCE OF 110.52 FEET TO THE MOST NORTHERLY CORNER OF SAID LAND
�J DESCRIBED IN DEED TO THE STATE OF CALIFORNIA; THENCE SOUTH 4 DEG 55' 40'
• F EAST ALONG THE BOUNDARY LINE OF SAID LAND DESCRIBED IN DEED TO THE STATE OF
1 CALIFORNIA A DISTANCE OF 158.62 FEET TO THE POINT OF BEGINNING
1
FLOOD NOTE
FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X" AND IS
IJ NOT IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON FEMA FLOODPLAIN MAP
06065C.2037G DATED AUGUST 28, 2008 BY CONTACT DATED 10/18/12 TO THE
_ NATIONAL FLOOD INSURANCE PROGRAM (800- 638 -6620) WE HAVE LEARNED THIS
COMMUNITY DOES PARTICIPATE IN THE PROGRAM. NO FIELD SURVEYING WAS
y PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE
! NEEDED TO VERIFY TH15 DETERMINATION OR APPLY FOR A VARIANCE FROM THE
FEDERAL EMERGENCY MANAGEMENT AGENCY
UTILITIES
WATER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT
SEWER: ELSINORE VALLEY MUNICIPAL WATER DISTRICT
WATER DISTRICT: WESTERN MUNICIPAL WATER DISTRICT
FLOOD CONTROL DISTRICT: RIVERSIDE COUNTY FLOOD CONTROL
ELECTRICITY: SOUTHERN CALIFORNIA EDISON I 'V
PHONE: VERIZON
GAS: THE GAS COMPANY
SM BOIIMD (SEE NOTE FOR NUMBER) S87 RELOCATED 330 GALLON PROPANE TANK S94 REMOVE UPPER PORTION OF WALL TO FINISH GRADE CABLE: TIME WARNER
S80 EXISTING MONITORING WELL S88 EXISRNG DRIVE ENTRANCE TO REMAIN INSTALL WALL OPENING FOR DRAINAGE
S81 2 EXISTING 12000 GA TANKS & TANK PAO TO REMAIN S89 EXISTING SIDEWALK TO HENAN S95 REFUSE ENCLOSURE WALL TO BE DESIGNED & CONSTRUCTED
582 NEW ENHANCED PAVING S89 SITE LIGHT (TYP) A W'�
SO3 AIR/VACUUM MACHINE AND TRASH CAN S90 24' WIDE TURN RADIUS WITH 26'r -38'r (TYP)
S64 EXISTING PUMPS AND CANOPY TO REMAIN (TYPICAL) S91 6' HIGH WROUGHT IRON FENCE
SOS EXISTING FIRE HYDRANT TO REMAIN 592 REPLACE EX WOOD FENCE WITH fi BLOCK WALL
S66 EXISTING WATER METER TO RERAN S93 APPLY DUST & WEEJ CONTROL SURFACE
SCALE: V= 20'
0
0 10' 20 40 60
19000 M. AA" BNO Suite 250
Irvine, CA 92612
1: 949 2% 0450 f. 949 296 0479
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FARMAM EMIR
PROFTSSIONLL ENGINEER
LICENSE N0, C63M
►ROAECT MARAMEM
FARMAN STINT ..
QUALNTT CONTROL
FARMAN SMR
@"WE n
MIKE HOLIES
M10JECT MME
7- ELEVEN
NO.1028056
LAKE ELSINORE
CALIFORNIA
515 N. MAIN STREET
LAKE ELSINORE, CA 22530
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IEEE
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20120688.0
XMEET TARE
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SEE CIVIL PLANS °K
NEW WROUGHT IRON- I \
LENCE. SEE CIVIL PLANS
x �
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6' CHAIN LINK FENCE. —_? - I
� TRSAIAN-IXE S-
EXISTING LANOSCAPE
10 REXEVN
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4' CHAIN LINK FENCE '{ I a r ` •a` C
ON TOP OF BLOCK WALL ` ' I IF N g
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ON TOP OF BLOCK WALL
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PLANT SCHEDULE
TREES
CODE
Qa
BOTANICAL NAME
COMMON NAME
CONI.
WUI:UL]
GI
2
Gledilsia lriocanthos in nris 'Moraine'
Moraine Honeylocusl
24 bo.
L
}//''0
KB
1
Koelreulerio bipinnoto
Chinese Flame Tree
26 "bo.
M
,. J
SHRUBS
CQDE
QTY
BOTANICAL NAME
COMMON NAME
RQQI
WUCOLS
10
HP
41
Hesperaloe P— illora
Red Yucca
5 got
L
OLH
31
Lovandulo anguslifotia 'Hidcole'
Hidcote Lavender
1 got
L
O
PF
20
Photinio A froseri
Photinia
5 gal
M
®
RB
40
Rhophiolepis nd ca 'Ballerina'
Bade °ina indian Naw0mrn
5 gal
M
ORP
5
Rhophiolep's indico 'Indian Princess' TM
Indian Princess Indian Hawthorne
5 gat
M
GROUND COVERS
CQDE
Qa
BOTANICAL NAME
COMMON NAME
ROOT
WUCOLS
SB
26
Salvia . Bee's Bliss'
Sage
1 gal0 72" oc
L
REQUIREMENTS
- NI projects shall provide landscape and Irrigation for all areas not
devoted to structures, paving. or approved storage areas
- All building sites shall have a minimum landscaped coverage equivalent
to 15% of the total lot area
- Total lot area. 28,961 sf
Total landscape area: 5,647 or 19 5% of total lot are
Parking lots shall include a minimum of one tree per 30' of interior
property line
At least one tree shall be provided within the parking areas for every
ten parking spaces.
Street trees shall be provided at a ratio of one tree per each SO
lineal feel of street frontage
NOTES:
ALL LANDSCAPE AREAS SHALL RECEIVE AUTOMATIC IRRIGATION
SYSTEM. ALL LANDSCAPE INSTALLATION SHALL BE PERMANENTLY
MAINTAINED
A LANDSCAPE DOCUMENT PACKAGE AS PER AB 1881 SHALL BE PROVIDED.
PLANT MATERIAL NOT LISTED MAY BE USED, SUBJECT TO APPROVAL
OF THE CITY
ALL LANDSCAPE PLANS AND INSTALLATIONS SHALL ADHERE TO CITY
DESIGN GUIDELINES. CODES AND REGULATIONS -
WHERE TREES ARE WITHIN 5- OF WALKWAYS AND / OR PAVING
SURFACES, ROOT BARRIERS SHALL BE INSTALLED
ON -SITE AND PARKWAY LANDSCAPE SHALL BE MAINTAINED BY BUSINESS
OWNERS
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PROJE6f NAm
7— ELEVEN
NO.1028056
CITY OF
LAID: ELSINORE, CA
515 N. NWN STREET
LANE ELSINORE, CA 92550
PIFN CT ryersEll
20120688
SHE" TTTEE
LANDSCAPE
CONCEPT
iNE[T NYMNR
L1.0
PROPOSED LEGEND:
FINISH FLOOR ELEVATION
PAD =00.00 PAD ELEVATION
89,50 ELEVATION
__j, DIRECTION OF DRAINAGE
— 09.50— CONTOUR LINES
® CATCH BASIN
MK:MMEIW STORM DRAIN PIPE
r= CURB OPENING
- . - - -. -- SWALE FLOW LINE
`.�4VI4�' RIP RAP
EXISTING LEGEND:
4 PP POWER POLE EOA EQUIPMENT AREA
ONE OVERHEAD ELECTRIC GR DRAIN GRATE
SL STREET UGHT TIC TOP CURB
E3 WM WATER METER FL FLOW UNE
ICI a SN SIGN FS FINISH SURFACE
H HEIGHT FF FINISH FLOOR
�"4-- LS LIGHT STANDARD INV INVERT
OH OVERHANG SA STORAGE AREA
b HC HANDICAP WV WATER VALVE
ED PIV PRESSURE INDICATOR VALVE BUD ROLL DOOR
W'D WOOD ROG POINT CF BEGINNING
FNC FENCE BR BOLLARD RAIL
CONC CONCRETE YV STREET LIGHT VAULT
(� FH FIRE HYDRANT PT PROPANE TANK
0 SSMH SEWER MANHOLE SN SIGN
o SSCO SEWER CLEANOUT FWY FREEWAY
E2 OM GAS METER EMR ELECTRIC METER RISER
o B BOLLARD CLF CHAIN LINK FENCE
OR OMCIAL RECORDS DECO DECORATIVE
IQ PL PROPERTY LINE AWO MR i WATER DISPENSER
ASPH ASPHALT EV ELECTRICAL VAULT
SD SQUARE GRDRL GUARDRAIL
FT FEET K G000 SPOT ELEVATION
OTREE MH MANHOLE
APN ASSESSOR'S PARCEL NUMBER —OHE— OVERHEAD ELECTRIC
® HATCHED AREA —W— WATER LINE
OR GAS TANK UD —SS— SEWER LINE
MW MONITORING WELL —G— GAS UNE
Co. COLUMN —E— UNDERGROUND ELECTRICAL LINE
COL COLUMN
LEGAL DESCRIPTION
APN: 377- 242 -021 AND 377 - 242 -021 -0
REAL PROPERTY IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS;
PARCEL 1:
THAT PORTION OF LOT(S) 13, 15, 17 AND 19 IN BLOCK 84 OF HEALDS RESUBDIVISION,
AS SHOWN BY MAP ON FILE IN BOOK 8 PAGE(S) 378, OF MAPS, RECORDS OF SAN
DIEGO COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE WESTERLY LINE OF THE EASTERLY 5.00 FEET OF SAID
LOTS, SAID POINT BEING THE MOST SOUTHERLY CORNER OF THE LAND DESCRIBED IN
DEED TO THE STATE OF CALIFORNIA RECORDED MARCH 30, 1956 IN BOOK 1888 PAGE
188 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE NORTH 70 DEC
53' 50" WEST AT RIGHT ANGLES TO SAID WESTERLY IN 17 .11 F TO A POINT IN
AN L E, 5 EEi 01
THE WESTERLY LINE OF SAID LOTS; THENCE SOUTH 19 DEG 06' 11" WEST ALONG THE
WESTERLY LINE OF SAID LOTS, A DISTANCE OF 155,63 FEET TO THE SOUTHWESTERLY
CORNER OF SAID LOT 13; THENCE SOUTH 70 DEC 59' 45' EAST ALONG THE SOUTHERLY
LINE OF SAID LOT 13, A DISTANCE OF 175,11 FEET TO A POINT IN SAID WESTERLY LINE
OF THE EASTERLY 5.00 FEET OF SAID LOTS; THENCE NORTH 19 DEG 06' 10" EAST
ALONG SAID WESTERLY LINE 155,33 FEET TO THE POINT OF BEGINNING.
PARCEL 2:
THAT PORTION OF LOT(S) 19, 21 AND 23 IN BLOCK 84 OF HEALDS RESUBDIVISION, AS
SHOWN BY MAP ON FILE IN BOOK 8 PACE(S) 378, OF MAPS, RECORDS OF SAN DIEGO
COUNTY, CALIFORNIA, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE WESTERLY LINE OF THE EASTERLY 5.00 FEET OF SAID
LOTS, SAID POINT BEING THE MOST SOUTHERLY CORNER OF THE LAND DESCRIBED IN
DEED TO THE STATE OF CALIFORNIA RECORDED MARCH 30, 1956 IN BOOK 1888 PAGE
188 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE NORTH 70 DEG
53' 50' WEST AT RIGHT ANGLES TO SAID WESTERLY LINE, 175.11 FEET TO A POINT IN
-. THE WESTERLY LINE OF SAID LOTS; THENCE NORTH 19 DEG 06' 11" WEST ALONG SAID
WESTERLY LINE 144,77 FEET TO THE NORTHWESTERLY CORNER OF SAID LOT 23; THENCE
SOUTH 70 DEG 58' 10" EAST ALONG THE NORTHERLY LINE OF SAID LOT 23, A DISTANCE
OF 110.52 FEET TO THE MOST NORTHERLY CORNER OF SAID LAND DESCRIBED IN DEED
TO THE STATE OF CALIFORNIA; THENCE SOUTH 4 DEC 55' 40" EAST ALONG THE
BOUNDARY LINE OF SAID LAND DESCRIBED IN DEED TO THE STATE OF CALIFORNIA, A
DISTANCE OF 158.62 FEET TO THE POINT OF BEGINNING.
ESTIMATED CUT AND FILL QUANTITIES
CUT = 251 C.Y.
FILL = 466 C.Y
(RAW NUMBERS - NO SHRINK OR INITIAL COMPACTION APPLIED)
EARTHWORK OU0, MES INDICATED HEREIN ARE PROVIDED FOR PERMITTING
PURPOSES ONLY AND ARE BASED ON RAW EARTHWORK VOLUME
CALCUUTIONS WHICH ARE A COMPARISON OF EXISTING GRADE DETERMINED
FROM PROJECT TOPOGRAPHIC INFORMATION AND THE PROPOSED FINAL DESIGN
FINISHED GRADE AND OR PAVEMENT SUBGRADE ELEVATIONS. THESE
QUANTITIES DO NOT INCLUDE CLEARING, GRUBBING, SCARIFICATION OF
EXISTING SITE SUBGRADE OR COMPACTION FACTORS FOR PLACEMENT AND
RECOMPACTION OF EXISTING MATERIAS, FILL MATERIALS AND OR IMPORTS
SUBSURFACE CONDITIONS, OEMOLRION'S, ROCK REMOVALS, TRENCHING, BACK
FILLING, FOR UTILITIES AND FOUNDATION EXCESS MATERIALS ARE HOT
INCLUDED THE EARTHWORK CONTRACTORS ARE TO VERIFY ALL PROJECT SITE
CONDITIONS, GEOTECHNICAL REPORT BORING LOGS AND REQUIREMENTS PRIOR
TO PLACING THE BID. THE EARTHWORK CONTRACTORS ARE TO DETERMINE
THEIR OWN EARTHWORK CONSTRUCTION OLJANTTRES TO FULL FILL AND
EXECUTE THE INTENT OF THE PROJECT DESIGN REOVIREMENTS AND
SATISFACTORILY QUANTIFY THE BID TO THE CONTRACTORS AND OWNERS
7AGELEVEN
CONCEPT GRADING & DRAINAGE PLAN
515 N. MAIN STREET, LAKE ELSINORE, CA
1
Zl�
BUBBLER BOX
LOW LOT OUTFALL
7 020 S,
2 ATy1 ELEV = 097.21
Aa1p2•.{IG YM V" ;Oti DEED 1
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NOT TO SCALE
OWNER DEVELOPER
LAKESHORE LP HARRISON FRENCH k
1681 0 VAN BUREN BLVD. #200 ASSOCIATES, LTD.
RIVERSIDE, CA 92504 809 W. A STREET SUITE 1200
BENTONVILLE, ARKANSAS 72712
ENGINEER PH: (479) 273 -7780
FX: (888) 520 -9685
GREENBERG FARROW CONTACT: MARLEY PHILLIPS
8360 E- RAINTREE DR. #110
SCOTTSDALE, AZ 85260 SURVEYOR
PH: (602) 321 -3412 SITETECH INC,
FX: (480) 275 -7680 38248 POTATO CANYON RD.,
CONTACT: KEVIN PARKER OAK GLEN, CALIFORNIA 92399
SITE INFO: PH: (909) 864 -3180
FAX: (909) 864 -0850
7 -11 STORE N0 1028056 E -mail: jmayerOsiletechinc.com
515 N, MAIN STREET
EL
LAKE SINORE, CA 92530
AREA
r 47,913 SO. FT. OR 1.10 ACS,
BENCH MARK
BM# A -93 -21 - A CHISELED "X" - FROM THE
INTERSECTION OF MAIN ST AND CAMINO DEL NORTE,
0,15 MILES SW'LY ALONG MAIN ST. TO THE UNION 76
STATION, 25,00 FEET WILY OF THE CENTERLINE OF
MAIN ST.., 25 FEET W -LY FROM THE CENTERLINE OF THE
E'LY EX, DRIVEWAY,. 2.0 FEET E'LY OF A STREET LAMP,
ELEV = 1298.20 NAVD 88
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS THE
CENTERLINE OF MAIN STREET AS SHOWN ON RECORD
OF SURVEY RECORDED IN BOOK 491, PAGE 26,
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
BEARING SHOWN AS N 19' 06' 10" E
FLOOD NOTE
FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS
PROPERTY IS IN ZONE "X" AND IS NOT IN A SPECIAL
FLOOD HAZARD AREA AS SHOWN ON FEMA
FLOODPLAIN MAP 06065C2037G DATED AUGUST 28,
2008. BY CONTACT DATED 10/18/12 TO THE
NATIONAL FLOOD INSURANCE PROGRAM
(800 -638 -6620) WE HAVE LEARNED THIS
COMMUNITY DOES PARTICIPATE IN THE PROGRAM, NO
FIELD SURVEYING WAS PERFORMED TO DETERMINE
THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE
NEEDED TO VERIFY THIS DETERMINATION OR APPLY
FOR A VARIANCE FROM THE FEDERAL EMERGENCY
MANAGEMENT AGENCY,
WQMP NOTE:
THE PROPOSED PROJECT WILL INCORPORATE THE FOLLOWING BEST MANAGEMENT
PRACTICES. SEE WATER QUALITY MANAGEMENT PLAN FOR MORE INFORMATION
SC -10 NON STORMWATER. DISCHARGES
SIC 1 SPILL PREVENTION, CONTROL k CLEAN -UP
SD -10 SITE DESIGN & LANDSCAPE PLANNING
SD -11 ROOF RUN -OFF CONTROLS
SD -12 EFFICIENT IRRIGATION
SD -13 STORM DRAIN SIGNAGE
TIC -11 INFILTRATION BASIN
TC -30 VEGETATED SWALE
CASOA AUTOMOTIVE SERVICE - SERVICE STATIONS
I
I
l i
SCALE: 1"= 40'
0 20' 40' BO' 120'
I
�'IFNTwII
aorr cav
19000 MacAilhur BIVD Suite 250
Irvine, CA 92612
I: 949 296 D450 1: 949 296 0479
PROJECT TEAM
CGPYMWT KORCE
O,D.iiq i, NI a HY W IM Nrow
Mw --E P,DN,iwol ,0 4 ,M b h+ uwE
la anY Durpo- eawr lM1an lM pacKb
DmN� a„E iM rom,U M1,ry
issuE IIEY1B10M RECORD
OME DESEATTI
tl7/DB/L fdf� t DT SIIIiMITI AI
95/15/93 ;T41 O:Y S!BMTTK
PROFESSIONAL BEAL
t
lb:t
Ew. W/J11/A11.
'e Co't,
PROFEDEIOMAL IM CHARGE
FARMAN SHIR
mw&m
C63868
PROJECT MAMA ER
FARMM SHIR
QUALITY CONTROL
FARMAN SHIR
DRAWN EY
MIKE HOLIES
PROJECT MANE
7- ELEVEN
NO. 1028056
LAKE ELSINORE
CALIFORNIA
515 N. MAIN STREET
LAKE ELSINORE, CA 92530
1 110
ELEVin
j
FROJECT KuwocR
20120668.0
SHEET TITLE
CONCEPT
G &D
SHEET NUMBER
CGD
1
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1"1�.
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_OO
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rr
514'i10 -
1
Zl�
BUBBLER BOX
LOW LOT OUTFALL
7 020 S,
2 ATy1 ELEV = 097.21
Aa1p2•.{IG YM V" ;Oti DEED 1
4^1
. � aA
\
\
01,
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3
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{ 1 l q5
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NOT TO SCALE
OWNER DEVELOPER
LAKESHORE LP HARRISON FRENCH k
1681 0 VAN BUREN BLVD. #200 ASSOCIATES, LTD.
RIVERSIDE, CA 92504 809 W. A STREET SUITE 1200
BENTONVILLE, ARKANSAS 72712
ENGINEER PH: (479) 273 -7780
FX: (888) 520 -9685
GREENBERG FARROW CONTACT: MARLEY PHILLIPS
8360 E- RAINTREE DR. #110
SCOTTSDALE, AZ 85260 SURVEYOR
PH: (602) 321 -3412 SITETECH INC,
FX: (480) 275 -7680 38248 POTATO CANYON RD.,
CONTACT: KEVIN PARKER OAK GLEN, CALIFORNIA 92399
SITE INFO: PH: (909) 864 -3180
FAX: (909) 864 -0850
7 -11 STORE N0 1028056 E -mail: jmayerOsiletechinc.com
515 N, MAIN STREET
EL
LAKE SINORE, CA 92530
AREA
r 47,913 SO. FT. OR 1.10 ACS,
BENCH MARK
BM# A -93 -21 - A CHISELED "X" - FROM THE
INTERSECTION OF MAIN ST AND CAMINO DEL NORTE,
0,15 MILES SW'LY ALONG MAIN ST. TO THE UNION 76
STATION, 25,00 FEET WILY OF THE CENTERLINE OF
MAIN ST.., 25 FEET W -LY FROM THE CENTERLINE OF THE
E'LY EX, DRIVEWAY,. 2.0 FEET E'LY OF A STREET LAMP,
ELEV = 1298.20 NAVD 88
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS MAP IS THE
CENTERLINE OF MAIN STREET AS SHOWN ON RECORD
OF SURVEY RECORDED IN BOOK 491, PAGE 26,
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
BEARING SHOWN AS N 19' 06' 10" E
FLOOD NOTE
FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS
PROPERTY IS IN ZONE "X" AND IS NOT IN A SPECIAL
FLOOD HAZARD AREA AS SHOWN ON FEMA
FLOODPLAIN MAP 06065C2037G DATED AUGUST 28,
2008. BY CONTACT DATED 10/18/12 TO THE
NATIONAL FLOOD INSURANCE PROGRAM
(800 -638 -6620) WE HAVE LEARNED THIS
COMMUNITY DOES PARTICIPATE IN THE PROGRAM, NO
FIELD SURVEYING WAS PERFORMED TO DETERMINE
THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE
NEEDED TO VERIFY THIS DETERMINATION OR APPLY
FOR A VARIANCE FROM THE FEDERAL EMERGENCY
MANAGEMENT AGENCY,
WQMP NOTE:
THE PROPOSED PROJECT WILL INCORPORATE THE FOLLOWING BEST MANAGEMENT
PRACTICES. SEE WATER QUALITY MANAGEMENT PLAN FOR MORE INFORMATION
SC -10 NON STORMWATER. DISCHARGES
SIC 1 SPILL PREVENTION, CONTROL k CLEAN -UP
SD -10 SITE DESIGN & LANDSCAPE PLANNING
SD -11 ROOF RUN -OFF CONTROLS
SD -12 EFFICIENT IRRIGATION
SD -13 STORM DRAIN SIGNAGE
TIC -11 INFILTRATION BASIN
TC -30 VEGETATED SWALE
CASOA AUTOMOTIVE SERVICE - SERVICE STATIONS
I
I
l i
SCALE: 1"= 40'
0 20' 40' BO' 120'
I
�'IFNTwII
aorr cav
19000 MacAilhur BIVD Suite 250
Irvine, CA 92612
I: 949 296 D450 1: 949 296 0479
PROJECT TEAM
CGPYMWT KORCE
O,D.iiq i, NI a HY W IM Nrow
Mw --E P,DN,iwol ,0 4 ,M b h+ uwE
la anY Durpo- eawr lM1an lM pacKb
DmN� a„E iM rom,U M1,ry
issuE IIEY1B10M RECORD
OME DESEATTI
tl7/DB/L fdf� t DT SIIIiMITI AI
95/15/93 ;T41 O:Y S!BMTTK
PROFESSIONAL BEAL
t
lb:t
Ew. W/J11/A11.
'e Co't,
PROFEDEIOMAL IM CHARGE
FARMAN SHIR
mw&m
C63868
PROJECT MAMA ER
FARMM SHIR
QUALITY CONTROL
FARMAN SHIR
DRAWN EY
MIKE HOLIES
PROJECT MANE
7- ELEVEN
NO. 1028056
LAKE ELSINORE
CALIFORNIA
515 N. MAIN STREET
LAKE ELSINORE, CA 92530
1 110
ELEVin
j
FROJECT KuwocR
20120668.0
SHEET TITLE
CONCEPT
G &D
SHEET NUMBER
CGD
PROPOSEDUS& MER'CCMAII,$ 2.852 SF
LWORCHANDISE AREA
,,562 SF
ALCOHOL SALES AREA
33 SF
ALCOHOL STORAGE AREA'
13 SF
x OF ALCOHOL AREA
z s x
OWNER INFORMATION:
LAKESHORE L P
16510 VAN BUREN BOULEVARD. Sift 200
RIVERSIDE CALIFORNIA 92501
ASP: ML.. MARVA01�I
PRESIDENT /CEO
MOBILE 19091262 -MM
OFFICE (9511 TM9300
FAX (S61) 7760404
S 3I
ALCOHOL
STORAGE
ALCOHOL
SALES
1, H t
1111
III
n
w �� }ir15i" ire 5
MERCHANDISE
tat
{ FLOOR PLAN
a 7 1. Ir 15
ro'
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1
MEN WOMEN
f r I 1 ELECn*C1
LY-
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TURBO
/ CHEF
ROLLER
GRILL DUMP
SINK
ROLLER SN3
GRILL
SALES
_toe
SANDWICH
CASE
POS i
POS
LOTTD
EMERGENCY
E
—
g
o,
z
ISi�!i 3s0:A
SNK
l�
L1
1111
M
COOLER WALLS
CERJNO.
DOORS ANO RACKS
DOORS AND RACK
NOVELTY GONDOLAS
f
{I _
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PASTRr
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PROVIDED BY 7-
IIIIAAIIII _IIIIOIIII��Jff1'1
- J'��I
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ELEVEN
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ALCOHOL SALES
I
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MOP o
SINK
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1111
VERNY OtME"S N5
WITH
CONSTRUCTION
III
IIII
PROJECT
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5R
RACKS
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1111
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{ FLOOR PLAN
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MEN WOMEN
f r I 1 ELECn*C1
LY-
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TURBO
/ CHEF
ROLLER
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SINK
ROLLER SN3
GRILL
SALES
_toe
SANDWICH
CASE
POS i
POS
LOTTD
F
OFFICE
104
TOTAL SOFT = 2,952
F4. \RRL10N FREINCH
.1 —C—TES LTD
991 Ste. A S`cq t.:ls 1M
Bs��i Abwmll
, rr91n.77r
rmsr3wc
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MOP o
SINK
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F
OFFICE
104
TOTAL SOFT = 2,952
F4. \RRL10N FREINCH
.1 —C—TES LTD
991 Ste. A S`cq t.:ls 1M
Bs��i Abwmll
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ALCOHOL SHELF
PLAN
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HARRISON FRENCF1
809 S.W. A Street' S.I,. 201
acnronvOk, Ark.... 72712
1479.273.7780
f479.271.9436
waw.hfe -ae
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MATERIAL COLOR TAG
N W
NICHIHA BRICK PANELS CRIMSON RED NBP
K
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STUCCO ANTIQUE WHITE ST -1
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KAWNEER Sl'ORE FRONT DARNK BRONZE WND
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FABRIC CANOPY FOREST GREEN FC
Ld
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EXTERIOR METAL SEALSKIN MTL
PROJECT DIRECTORY
OWNER 7- ELEVEN, INC.
APPLJCANT: ONE ARTS PLAZA
1722 ROUTH STREET, SUITE 1000
DALLAS, TX 75201
(714) 674 -4448
102BO56
j DOCUMENT DATE:
10118112
CONTACT: JOE GENGO
CS
DRAWN BY:
RS
Joseph Gengo @7- 11.COM
ARCHITECT: HARRISON FRENCH & ASSOCIATES, LTD,
809 SOUTHWEST "A" STREET, SUITE 201
BENTONVILLE, AR 72712
(479) 273 -7780
CONTACT: JAMES BURKHEART ext 514
PROPERTY MARWAN ALABBASI
OWNER: C/O MAMCO CONST.
16810 VAN BUREN BLVD.
RIVERSIDE, CA_ 92504
(951) 776 -9300
marwan@alabbasi.biz
37' -91/2'
T.O. TOWER_
21'- 11 7/8" -
T -r
LINE OF
1'.1 1'
Pa
T_.O. PARAPET
ROOF
17' 0" --
- DECORATIVE
BRICK CORNICE
WALL - MOUNTED
GOOSE NECK (TYP )
WALL- MOUNTED
T-4
GOOSE NECK (TYP )
EXTERIOR SIGNAGE BY SIGN -__
CONTRACTOR -
EXTERIORPROMOTIONALSIGN
(HOT FOODS /N")(LO E /"OH
THANK HEAVEN ")(LOTTO
SIGNAGE CANADA ONLY)
— EMERGENCY EGRESS LIGHT
516
MECHANICAL SCREEN
--SOLDIER COURSE
T
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EAST ELEVATION rn 2' 4• 6'
16'
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HARRISON FRENCF1
809 S.W. A Street' S.I,. 201
acnronvOk, Ark.... 72712
1479.273.7780
f479.271.9436
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ISSUE BLOCK
STORE NO.:
102BO56
j DOCUMENT DATE:
10118112
CHECKED BY:
CS
DRAWN BY:
RS
BUILDING
ELEVATIONS
SHEET:
A101
FRONT SITE ELEVATION PAINTED"BROWN w 2 d' 16
3 SWLiAR`
J ! 3116 " = 1' -0"
NORTH ELEVATION
2 Yf1s • r4Y
ROOFING
RED METAL LINING
EDGE OF ROOF
EXISTING COLUMN
NEW DISPENSERS
oECORATWE --
EIMCK CORNICE
ST -1 —__ _
FC
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479,273 9780
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STORE NO
102BOSB
DOCUMENT DATE:
NBP
CHECKED BY:
CS
TO
FINISH FLOOR
0'
CO2 FILL BOX WORE TO BE—
Q 72" A. F.F. PAINTED MTL
0 2-
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ISSUE BLOCK
STORE NO
102BOSB
DOCUMENT DATE:
10/18/12
CHECKED BY:
CS
DRAWN BY:
KP
SITE ELEVATIONS
SHEET:
Al 03
MATERIAL COLOR TAG
NICHIHA BRICK PANELS CRIMSON RED NBP
STUCCO ANTIQUE WHITE ST -1
KAWNEER STORE FRONT DARNK BRONZE WND
FABRIC CANOPY FOREST GREEN FC
EXTERIOR METAL.. SEALSKIN MTL
��� DECORATIVE
BRICK CORNICE T TOWER
21
LOUVERED VENT
PRE FINISHED DARK
BRt`k12E {TYP.Y TO PARAPET 17'-0" ,J
WALL - MUNTE4
MrAM11Y Lk3HTING ROOF qIIT
(TYP.) P 13' 6"
LOUVERED VENT
PAINTED MTL (TYP.)
EMERGENCY EGRESS LIGHT --- - T.O. SCREEN
ST -1 1- Y MECHANICAL
IIII .1SME- NBP
� I
EL EQUIP- PRE Nip --
FINISHED ISHED DARK '
T.O_f7NF5ME FLOOR
it
WEST ELEVATION cr v 41 1s
3+ie =1?A'
T ER
.O. TOW / -
21'•11 ER ,J
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GOOSENECK l �.
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7-Eleven #36788 Conceptual /Photo Overlay Salesperson: RG PM: JC DE 515 N. Main Lake Elsinore. tCA 92530
sign Of the future
F: \Customers \7 Eleven \Art 12.27.12 : ORIGINAL CONCEPT
5300 SHAD ROAD, JACKSONVILLE. FL. 32257 904.268.4681 \SVE2257-R1 #36788.cdr 04.26.13 : R1 - rev elevs. rev monument - tb customer approval date:
THIS DESIGN IS FOR THE SOLE PURPOSE OF ILLUSTRATION 6 CONCEPT DESIGN THIS FILE IS NOT TO BE USED FOR PRODUCTION AND /OR FABRICATION THIS DESIGN IS THE SOLE PROPERTY OF HARBINGER AND MAY NOT BE USED OR DUPLICATED IN ANY FORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF HARBINGER
C bus
THE SIGNS ON THESE PAGES HAVE BEEN DESIGNED
TO MEET OR EXCEED ALL APPLICABLE CODES OR
REQUIREMENTS OF THE NEC-2011 AND OR
THE 2010 FBC AND OR THE 2007 SFBC
PROPOSED ELEVATION
harbin er
sign of the future
5300 SHAD ROAD, JACKSONVILLE. FL. 32257 904.268.4681
EXISTING CONDITION
7-Eleven #36788
515 N. Main St.
Lake Elsinore. CA 92530
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19' -11" EXISTINC� CABINET
12' -6" LOGO
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15,4' CABINET
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(7' /'11 O1
Lake Elsinore
I; I) ON CENTER
Conceptual /Photo Overlay
MANUFACTURE & SHIP TWO (2) CUSTOM 19' -11' WHITE FLEX FACES TO HAVE TRANSLUCENT
VINYL GRAPHICS APPLIED FIRST SURFACE.
EXISTING CABINET W/ 4" RETAINERS TO BE PAINTED DURANODIC BRONZE OUTSIDE.
CABINET TO BE RETRO FITTED WITH WHITE LEDS.
3M 3630 -44, ORANGE 3M 3630 -33, RED 3M 3630.26, GREEN
Front Elevation - Custom Panaflex Face - Sign A
3/16" = 1' -0"
MANUFACTURE & SHIP ONE (1) CUSTOM 15' X 8' -7 "' S/F INTERNALLY ILLUMINATED "MAIN ID" SIGN CABINET
WHITE FLEX FACES TO HAVE TRANSLUCENT VINYL GRAPHICS APPLIED FIRST SURFACE
24" DEEP SKIN AND FRAME ALUM. CABINET W/ 4" RETAINERS (COLOR TBD).
CABINET TO BE PAINTED WHITE INSIDE.
CABINET TO BE INTERNALLY ILLUMINATED W/ WHITE LEDS.
COLORS TBD
2 Front Elevation - Custom Panaflex Pylon Cabinet - Sign A
3/16" = V -0"
EXISTING 16" DIA. STEEL PIPES
TO BE PAINTED DURANODIC BRONZE.
Salesperson: RG PM: JC Designer: TB Page: 1
F: \Customers \7 Eleven \Art 12.27.12: ORIGINAL CONCEPT
\SVE2257-R1 #36788.cdr 1 04.26.13: RI - rev elevs. rev monument - tb customer approval date:
THIS DESIGN 15 FOR THE SOLE PURPOSE OF ILLUSTRATION & CONCEPT DESIGN THIS FILE IS NOT TO BE USED FOR PRODUCTION AND /OR FABRICATION THIS DESIGN IS THE SOLE PROPERTY OF HARBINGER. AND MAY NOT BE USED OR DUPLICATED IN ANY FORM WITHOUT THE EXPFESS WRITTEN PERMISSION OF HARBINGER
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UL 48
MET ' CSA 022.2 No.207
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THE SIGNS ON THESE PAGES HAVE BEEN DESIGNED
TO MEET OR EXCEED ALL APPLICABLE CODES OR
REQUIREMENTS OF THE NEC-2011 AND OR
THE 2010 FBC AND OR THE 2007 SFBC
T -BAR RETAINER
TO BE REMOVED
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harbinoer
sign of the future
5300 SHAD ROAD, JACKSONVILLE. FL 32257 904 268 4681
EXISTING CONDITION
4'-1/2" CAB I N C 1
4' -0" CUT SIZE 2" PAN
T -5 3/4" P N 4
LED UNIT SIZE: 9 82" X 20.45"
LED UNIT V.O: 9.82"X 20.45"
LED CHARACTER SIZE: 6"
PRODUCT BACKGROUND: 8" X 13"
PRODUCT COPY: 1.5"
GASOLINE COPY: 2.75"
DIESEL COPY: 2 75"
FONT: UNIVERSE BOLD
MANUFACTURE & SHIP TWO (2) CUSTOM "TRIPLE PRODUCT" REPLACEMENT ACRYLIC FACES.
3/16" THICK PAN FORMED CLEAR ACRYLIC FACE TO BE BACK SPRAYED
PMS 485, RED THEN PMS WHITE.
PROVIDE CUSTOMER W/ STANDARD 6" DIGIT RED LED MODULES
4' -112" CABINET
4' -0" CUT SIZE
3.-8 314" V.O.
T -5 3/4" PAN
Mr
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PROPOSED ELEVATION
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2 "HN
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- PANNED 3/16"
ACRYLIC FACE
- 1/4" EMBOSS
- - -- - 1/2" EMBOSS
:1 +4- EMBOSS
MANUFACTURE & SHIP TWO (2) CUSTOM REPLACEMENT FACES.
3/16" THICK PAN FORMED & EMBOSSED WHITE ACRYLIC FACE W/ TRANSLUCENT VINYL
GRAPHICS APPLIED FIRST SURFACE.
7- ELEVEN VINYL SPECS:
3M 363044, ORANGE
3M 3630 -33, RED
3M 3630 -26, GREEN
7- ELEVEN LOGO
DIMENSIONS:
OAH: 32 7/8"
OAL: 31 1/2"
3 Front Elevation & Side Detail - CUSTOM California Spec. Two Product Sign Cabinet - Sign B Front Elevation &Side Detail - CUSTOM Main -ID Face - Sign B
'r"a "' = 1' -0" Display Square Footage(V.O.): 15.61 1/2" = V -0" Display Square Footage(V.O.): 16
7-Eleven #36788 Conceptual /Photo Overlay Salesperson: RG PM: JC Designer: TB Paqe: 2
515 N. Main St.
Lake Elsinore, CA 92530
F: \Customers \7 Eleven \Art 12.27.12 : ORIGINAL CONCEPT
\SVE2257-R1 #36788.cdr 04.26.13 : R1 - rev elevs. rev monument - tb customer approval date:
THIS DESIGN IS FOR THE SOLE PURPOSE OF ILLUSTRATION & CONCEPT DESIGN THIS FILE IS NOT TO BE USED FOR PRODUCTION AND /OR FABRICATION THIS DESIGN IS THE SOLE PROPERTY OF HARBINGER AND MAY NOT BE USED OR DUPLICATED IN ANY FORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF HARBINGER
ytiarq�y
Complies wish
ILL 48
22.2
can caza rvo.zo7
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THE SIGNS ON THESE PAGES HAVE BEEN DESIGNED
TO MEET OR EXCEED ALL APPLICABLE CODES OR
REQUIREMENTS OF THE NEC-2011 AND OR
THE 2010 FBC AND OR THE 2007 SFBC
T.O. TOWER
21'- 11 7/8'
_ T.O. PARAPET_
1T -0"
3 TOP OF KNEE WALL
3' -0'
C.O. FINISH FLOOR
5 South Elevation - SEJ Wall Sign Cabinets - Sign C
1/8" = 1' -0"
1 6 X 50.8661" CABINET _+ _ 50.8661" CABINET
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6 Front Elevation - SEJ Wall Sian Cabinets - Sign C
3/8" = 1' -0"
harbinger.
sign of the future
5300 SHAD ROAD. JACKSONVILLE. FL. 32257 904.268.4681
7-Eleven #36788
515 N. Main St.
Lake Elsinore. CA 92530
30' -8 f:" OAL
50.8661" CABINET 50.8661" CABINET
50.66Fii" CABINET 50.8661" CABINET
50.8661" CABINET .r63°
-
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ELECTRICAL NOTE: EXPOSED EXTERIOR 20 AMP WEATHERPROOF ELECTRICAL DISCONNECT REQUIRED WITHIN
VISUAL RANGE OF SIGN REQUIRED FOR EVERY 16 AMPS OF SIGNAGE. ACTUAL NUMBER OF CIRCUITS TO BE
DETERMINED BYA LICENSED ELECTRICAL CONTRACTOR. ACTUAL LOCATION OF BOX MAY VARY. CIRCUITS AND
SWITCH TO BE PROVIDED BY OTHERS. INPUT VOLTAGE - 120V
ALL SIGNAGE WILL BE (MET) LISTED,(U.L.) 48STD COMPLIANT AND CARRY (MET) LABELS.
Conceptual /Photo Overlay
Display Square Footage: 61.4 (All Cabinets Combined)
Salesperson: RG PM: JC Designer: TB
Display Square Footage: 61.4 (All Cabinets Combined)
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MOUNTED W/
TOGGLE BOLTS
i
PANNED & "
EMBOSSED FACE
I
BUILDING
WALL /FASCIA
7 Side Mounting Detail - Signs C
NTS
Page: 3
F: \Customers \7 Eleven \Art 12.27.12: ORIGINAL CONCEPT
\SVE2257-R1 #36788.cdr 1 04.26.13: RI - rev elevs. rev monument - tb customer approval date:
THIS DESIGN IS FOR THE SOLE PURPOSE OF ILLUSTRATION 6 CONCEPT DESIGN THIS FILE IS NOT TO BE USED FOR PRODUCTION AND /OR FABRICATION THIS DESIGN IS THE SOLE PROPERTY OF HARBINGER AND MAY NOT BE USED OR DUPLICATED IN ANY FORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF HARBINGER
y15TFp
Complies wish
MEN CSA C22.2 No.207
G WS
THE SIGNS ON THESE PAGES HAVE BEEN DESIGNED
TO MEET OR EXCEED ALL APPLICABLE CODES OR
REQUIREMENTS OF THE NEC 2011 AND OR
THE 2010 FBC AND OR THE 2007 SFBC
T.O. TOWER
21'- 117/8'
T.O. PARAPET_
IT. 0"
TOP OF KNEE WALL
3'- 0'
T -0. FINISH FLOOR _.
-. Or
8 South Elevation - Standard Interior ATM S/F Window Sign - Sign D
1/8" = 1' -0"
harbinoer
sign of the future
5300 SHAD ROAD. JACKSONVILLE. FL. 32257 904.268.4681
Display Square Footage: 61.4 (All Cabinets Combined)
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_ 3 -314' CABINET
3' -'IV CUT SIZE
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EYE BOLT
FLUORESCENT LAMP
- = 1" RETAINER
FLAT 3/16"
ACRYLIC FACE
INSTALL ONE (1) STANDARD INTERIOR INTERNALLY ILLUMINATED S/F HANGING SIGN. 3/16" THICK
FLAT WHITE ACRYLIC FACE W/ TRANSLUCENT VINYL GRAPHICS APPLIED FIRST SURFACE. CABINET
TO BE INTERNALLY ILLUMINATED W/ T -8 H.O. FLUORESCENT LAMPS. 5 1/8" DEEP ALUM. CABINET &
1" RETAINERS ALL PAINTED BLACK. SIGN TO HANG INSIDE THE STORE BEHIND GLASS AS INDICATED
IN PHOTO OVERLAY WITH EYE BOLTS.
VINYL SPECS: 3M 3630 -157 BLUE, 3M 3630 -33 RED, 3M 3630 -126 GREEN
NOTE: ATM WALL SIGN TO BE FABRICATED & PROVIDED BY OTHERS!
NOTE: EXACT INSTALL LOCATION TBD
Front Elevation & Side Mounting Detail - Standard Interior ATM S/F Window Sign - Sign D
9 I 1 "= 1' -0" Display Square Footage: 3.2
7-Eleven #36788 Conceptual /Photo Overlay Salesperson: RG PM: JC Designer: TB Paqe: 4
515 N, Main St,
Lake Elsinore, CA 92530
F: \Customers \7 Eleven \Art 12.27.12 : ORIGINAL CONCEPT
\SVE2257-R1 #36788.cdr 04.26.13 : RI - rev elevs. rev monument - tb customer approval date:
THIS DESIGN IS FOR THE SOLE PURPOSE OF ILLUSTRATION & CONCEPT DESIGN THIS FILE IS NOT TO BE USED FOR PRODUCTION AND /OR FABRICATION THIS DESIGN IS THE SOLE PROPERTY OF HARBINGER AND MAY NOT BE USED OR DUPLICATED IN ANY FORM WITHOUT THE EXPRESS WRITTEN PERMISSION OF HARBINGER
�1STFD
Complies wiiL
CSA C22.2 No.207
THE SIGNS ON THESE PAGES HAVE BEEN DESIGNED
TO MEET OR EXCEED ALL APPLICABLE CODES OR
REQUIREMENTS OF THE NEC-2011 AND OR
THE 2010 FBC AND OR THE 2007 SFBC