2011-224 Walmart (Tire) TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 .(518)761-8201
Community Development- Building & Codes (518) 761-8256
CEDLUTLIFTCATE . OF COMPLIANCE
Permit Number:`-. P20110224 Date Issued: Thursday, July 14,2011 "
This is to certify that-work requested to be done as shown by Permit Number P20110224
has been completed.
- Tax Map Number: 523400-296-017-0001-036-000-0000
Location: . 891 STATE ROUTE 9
Owner: WAL-MART PROPERTY TAX DEPARTMENT
Applicant: WAL-MART PROPERTY TAX DEPARTMENT
This structure may be occupied as a:
Sign
By Order of Town Board .
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the f4
ro er owner of the responsibility
p p property for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals b the
pp y Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
-- �. TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20110224 Application Number: A20110224
Tax Map No: 523400-296-017-0001-036-000-0000
Permission is hereby granted to: WA,-MART PROPERTY TAX DEPARTMENT
For property located at: 891 STATE ROUTE 9
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. , Type.of Construction Value
Owner Address: WAL-MART PROPERTY TAX DER Sign
PROPERTY TAX DEPT-0555 Total Value
PO BOX 8050 MS 0555
BENTONVILLE,AR 72712-8050
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
BP 2011-224 Wall Sign Sign Copy: Tire 2.38 sq. ft.
( Sign 4 of 4)
change of copy from Tires to Tire and decrease in sign size (<0.88 sq. ft.)
$0.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,July_14,2012
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the T wn ofQueensb1ryy hu shay,July 14,2011
SIGNED BY ivy ` ^ for the Town of Queensb
ury.
ury
Director of Building&Code Enforcement
-� V"Valmart BP 2011 -224 ,a D
rE
2.38 sq. ft. wall sign Tire (sign 4 of 4)'''� �''"� 891 State Route 9
DIY 1
APPROL ;
SIGNPEIMIT APPLICATION BUILDING&CODES
A permit must be obtained before installation of your permanent sign. All applicants'spaces on this application must
be completed and must appear on the application form.OWNER: \A 1Y>,tLl;� �- - 8-T n INSTALLERIBUILDER: 12p,CLU �iGr!'1n �"C.
ADDRESS: 7 t7 i•F,(1. 1 c.��/1 SZ-r-ed D �i�' k k2ADDRESS:
PHONE NOS._ ta7fi-?,oq - oS I Li IcW PHONE NOS._ 7 7 7` /371
LOCATION OF PROPOSED INSTALLATION:(LEGAL ADDRESS) T'7 l 51" {e_ "�.vf r J � L'c�ear►S�n.�a. �z7 / 2,�0 7
BUSINESS COMPLEX I PLAZA/]MALL NAME:
BUSINESS NAME: 1A1,P4/YWC1
CONTACT PERSON FOR SIGN CODE COMPLIANCE: PHONE: 2 tSnrw 76>S-6
TYPE OF SIGN PROPOSED: _freestanding - +°y�`ir14 ____awning _projecting
IF SIGN IS TO BE ILLUMINATED,PLEASE INDICATE: i internal External Incandescent Neon Other
DO SIGNS CURRENTLY EXIST ON THE PROPERTY? —Yes No ® H
IF YES,LIST ALL EXISTING SIGNAGE:
The application creates a change New
in the following existing site Change in number of signs from to
conditions(fill in all applicable Change in setback fdr sign from to
spaces): Change in size of sign from. 13.0 Y S P to y,5"_ s5
Change in height cNign from . to
aII
'Change of wordinglcopy from: to: Tt f
Sign Wording/Copy: H
Sign size: Length a�-3-y'x Width i-as =Total Sq.ft. - Height(freestanding sign):
F-1 , w• co
Color and Material to be used:
✓ Provide 2 copies of a scaled Drawing or surveyed plot plan with the following information: N
o Location of.sign(walls signs: drawing of the fagade
the sign will be located on,indicate sign on fagade) =? CALL61-825 OOR EMAIL
o Height of freestanding sign sbunr.net:o Depth of projecting signo Distances from front and side property tines. MORE INFORMATION
Provide 2 drawings or photos of sign design. buiy.nei
✓ Provide Applicant and Owner's signature(permission
for placement of sign on the property or building),
Declaration: To the best of my knowledge,the statements contained in the application,together with the plans and
specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that
all provisions of the zoning Ordinance;and all other laws pertaining to the proposed work shall be complied with,whether
specified or noted,and that such rk i a orized by the owner.
APPLICANT SIGNATURE: �' DATE: '7 ZZ ozl t
I hereby authorize-the applicant to place a sign on my property or building.
OWNER SIGNATURE: -&/1a./6,,/l- DATE:
t`puji :•.-*1 1OW11 of Qlleerisbzay CoyntnUMity Developrrterit Office a 742 Bay Road, Queensbury,IVY 22804
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MULTI -FAMILY
RESIDENTIAL ZONING W LF. dr* HIGH
MESA BLOCK RETAYRNG
WAL*MART
C-192-SGL-OL
891 STATE ROUTE 9
EXISTING BUILDING AREA = 124,475 S.F.
TOTAL EXPANSION AREA = 90,972 S.F.
TOTAL PROPOSED AREA = 215,447 S.F.(APPROX,)
(GARDEN CENTER CANOPY = 14,917 S.F.)
F.L-.LEV.=465
I
SE3]
30.0'
SIDE YARD
SETBACK �'i
spy
K
A
7�17 r
6 7 7
C. C. N
k iDMWG PYLON
�-SIGN TO BE
IVM rl
C TRACTOR SHALL L
ADJUST SIDEWALK TO ali
—Li -lujiJI-1
O___ SUIT HYDRANT LOCATION''. lu.0 PFtFMEr__ — —
FRONT Y 110.00 So. FT. X 25 NNIO
T
S 7AC SHALL SLIIR goWERMpnM �t2E K IQ
"af.41 SUITON AND STREE
SWIWX CUIRIII RAIMP
4MM C
SIDEWALK CURB RAMP
BLEr -TRANSITION su� CURB RAMP
/ INDIDED, 4RANOD-n0N
TYPE 3A SIDEWALK CURB RAW
CROSSV�� TOW hhPPEE
lic. -t
7RANSMON
SMWALUX am TYPE US
TYPE
/ BLENDED-
3A
f
SITE LEGEND
O
6' WIDE FIRE LANE WITH 6' WIDE PAINTED TRAFFIC RED STRIPING AT 45' TYPICAL.
4
CURB TO BE PAINTED TRAFFIC RED AT THEM LOCATIONS.
HIGH
MUNDWAILL
*NO PARKING -FIRE LANE' PAINTED TRAFFIC RED ON PAVEMENT AT 60' D.C.
LETTERS TO
N
I,
BE A MINIMUM 2'-0" TALL
PEDESTRIAN CROSSWALK WITH 4* WIDE PAINTED YELLOW STRIPING PARALLEL TO DIRECTION
OF TRAFFIC AT 2'-0* D.C. UNLESS NOTED OTHER.. SEE SITE PLAN FOR WIDTH.
X
"WELD' PAINTED YELLOW ON PAVEMENT TYPICAL
R
SEE DETAIL SHEET.
P
UNUSED REFERENCE
EXITSEE ARC
AT ARCHITECTURAL PLANS FOR EXACT SIZE,Toop
I ITECTURAL
R STOOPS. STAIRS AND/OR RAMPS THAT WAY BE REUUIRED,
__`SEE
FOR DETAIL!
RAMP PAVEDFLUSH WITH THE Top OF STOOP.
1. PIPE ROLLAND
TYPICAL UNLESS NOTED OTHERWISE SEE DETAIL SHEET.
EXISTING AT GRADE OVERHEAD DOOR LOCATION,
R
4- WIDE v 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES.
CONCRETE COMPACTOR PAD. REFER TO ARCHITECTURAL
PLAN FOR EXACT LOCATION, SIZE AND SLOPE.
'STOP PANTED ON PAVEMENT WITH SWSL/24- STOP BAR-Typ
SEE DETAIL SHEET.
ACCESSIBLE PARKING SPACE TYPICAL SEE MT FOR ACCESSIBLE
PARKING SPACE SIZE, SIGN AND SYMBOL (.VAN*-,NDICATES VAN
• ev.'`PAIN
ACCESSIBLE SPACE)
D TE ISLAND TYPLCA1. UNLESS NOTED OTHERWSE_ STRIPES SHALL BE
PAINTED SYSL/4' AT 2'-0' D.C. PERPENDICULAR TO PARKING STRIPE
r
ON
CART CORRAL TYPICAL -SEE DETAIL SHUT FOR WAL-MART
IF
CART CORRAL DETAIL.
@)
9'-0* WIDE PARKING SPACE W/2'-0' LOADING ZONE AT ALL SPACES ADJACENT
TO CURB
AND GUTTER - TYPICAL 4' PANTED YELLOW STRIPING 0 V-O'
D.C. PERPENDICULAR TO PARKING SPACE.
R
PROPOSED CURB - TYPICAL SEE DETAIL SHEET
21
@)
PANTED DIRECTIONAL ARROW TYPICAL -SEE DEIAI SHEET
MATCH EXISTING CURB I GUTTER . GRADE AND ALIGNMENT
5' WDE. 4' THICK CONCRETE SIDEWALK
O
SIDEWALK RAMP
M0kJNTABLr CURB
PROPOSED GRANITE CURB
C. C.
-44 1
PROPOSED ? 1.0,
VFLA an $Top — 0
SHELTER —
0
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3L I*DI*US D WAI
to I EDUE -1 N
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IN TACE To..,
4
0 C SIDE YARD
i
SETBACK'
LWATION OF FUIIJREI
IN EG
0 P
IN — — SITE PLAN NOTES
ALL WORK AND MATERIALS SHALL COMPLY NTH ALL TOWN OF QUEENSBURY &
Arlin WARREN COUNTY REGULATIONS AND CODES, AND 0 S.H.A. STANDARDS.
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT
LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALK$, EXIT
"
PORCHES, TRUCK DOCKS PRECISE BUILDING DIMENSIONS AND EXACT BUILDING
0
UTILITY ENTRANCE LOCATIONS.
LOrAIMON OF Po=1UE FUTURE
KIEROCIONEIr"m (BY o1HERSb 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH
(3EE INDITE IOL)
AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.
4. ALL ISLANDS WITH CURB SHALL BE LANDSCAPED. ALL RIEMAINING ISLANDS ARE TO
BE PAINTED ISLANDS.
S. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT
NOT UMITED TO, ALL LIT]UTIES, STORM DRAINAGE,
SIGNS, TRAFFIC SIGNALS &
POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.
�. I /; I� ,...�' .k� \ ALL COST SHALL BE INCLUDED IN BASE END.
i 77 1�, \ •� I 6. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM
_• A SURVEY BY VAN DUSEN AND STEVES.
7. TOTAL LAND AREA IS 17.74 ACRES.
- ---r•,.:- _ J 13' • I rt. ''I ,:` 8. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE WAL*MART
1; STANDARD SITE WORK SPECIFICATIONS.'
IO 9. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING ELECTRICAL PLAN-
10. WAL-MART AGREES TO ALLOW FOR FUTURE INTERCONNECTION WITH ADJACENT
LAND OWNER.
11, REFER TO OVERALL CONSTRUCTION PHASING PLAN, DRAWING No. 29.00, FOR
CONSTRUCTION PHASE LIMITS AND NOTES.
.50" E 12. DELIVERY TRUCK TRAFFIC SHALL NOT BE ALLOWED ON WEEKS ROAD, IN
r_ '27'42- E '5
S 06 S 15 ACCORDANCE WITH THE RESOLUTION OF SITE PLAN APPROVAL, DATED MAY 18.
1 R-2
3 i 2004.
CROMALK
-IVK LS -SOENVU cum RAW LF Pr4pomD-tm ._!9QEV1&X CURB P"
_449_11111ANKININPER MYSIDDT SPECIFICA70005 TWANTM
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all V
(R.k
Tire sign 4 of 4
2.38 sqffwall sign
117
40 0 to 25 40
1 M IN FEET -�
Date: 7/7/2004 Time: 14:59 U!
I Dote I Description I No. I
NAME DATE
MICHAEL A. SEMERARO Jr,,
PROFESSIONAL ENGINEER NY LIC. No. 062002-1
`;LANGAN
Ewswe&wmc & fAWRoMW&vzu SEANCES
River Drive Center i
619 River Drive
Elmwood Park, NJ 07407
P: 201.794.6900 F: 201.794.0366
VVvVvv.Ien9&n.com
M Cedificits at A,thwiew W, 24GWA2 C
Project
WAL*MART C
AT QUEENSBURY
STORE INM2116 III
TOWN OF QUONWRY
C
LWARREN COUNTY NEW YORK
SITE PLAN It
ct No. 3S77102
Dro.mg No.
JULY 02, 2004
0001 1
1" 40'
By P. P.
jms
i.
By G. F.
Sheet 03 of 18
0
C
■
RESURFACE EXISTING EIFS TO
EXTENTS SHOWN ON BUILDING
ELEVATIONS TO ENSURE
CONSISTENT FINISH TEXTURE,
REF. EIFS SPECIFICATION
REMOVE EXISTING SHEATHING IN
SIGN MOUNTING AREA (TO NEXT
AVAILABLE STUD) AND REPLACE
WITH 5/8" EXTERIOR GRADE
FIRE -TREATED PLYWOOD
INSTALL NEW EIFS WHERE EXISTING
EIFS WAS REMOVED. ENSURE FINISH
COAT IS FLUSH WITH ADJACENT
RESURFACED EXISTING EIFS.
SIGNAGE INSTALLED BY OTHERS
DESIGN OF SIGNAGE PRIOR TO
AND ITS CONNECTIONS PERFORMING THIS
BY SI ONAGE MFR PER WORK, VERIFY
WAL-MART DIRECTION EXISTING SUBSTRATE
EXISTING METAL MATERIAL. IF
STUDS BEHIND EXISTING SUBSTRATE
SHEATHING IS CMU OR PLYWOOD
EXISTING (5/8" OR THICKER),
SHEATHING SUBSTRATE
REPLACEMENT IS
EXISTING EIFS I NOT RED'D
cm
REMOVE EXISTING EIFS 1PRIOR TO PERFORMING THIS WORK, VERIFY EXISTING SUBSTRATE
6" PAST AREA OF MATERIAL. IF EXISTING SUBSTRATE IS CMU OR PLYWOOD (5/8"
SHEATHING REMOVAL --,OR THICKER), SUBSTRATE REPLACEMENT IS NOT RE0'D
EXISTING METAL PLYWOOD LENGTH PER SIGN SIZE
STUDS (BEYOND) 6 (TO NEXT AVAILABLE STUD) 6
REMOVE EXISTING I t d
SHEATHING IN SIGN
MOUNTING AREA (TO ;
NEXT AVAILABLE STUD)
AND REPLACE WITH 5/8"
EXTERIOR GRADE
FIRE —TREATED PLYWOOD
INSTALL NEW EIFS WHERE
EXISTING EIFS WAS
REMOVED. ENSURE FINISH
COAT IS FLUSH WITH
MEN, 0
ADJACENT RESURFACED
EXISTING EIFS. ;
RESURFACE EXISTING EIFS TO EXTENTS SHOWN
ON BUILDING ELEVATIONS TO ENSURE CONSISTENT '
FINISH TEXTURE, REF. EIFS SPECIFICA1ION / rT
12 SUBSTRATE AT NEW SIGNAGE
STANDING SEAM RIB COVER
NEW METAL EDGE
TRIM/DRIP PAINTED TO
MATCH METAL ROOF -
EXISTING CONTINUOUS METAL
N
EXISTING GALVANIZEFS
GUTTER PAINT TO
MATCH EIFS COLOR
WATERPROOFING
MEMBRANE BEHIND
GUTTER
EXISTING GALVANIZED
GUTTER BRACKET
CONTINUOUS SEALANT
REGLET
PITCH BREAK
TRIM SEALANT AT
Z-CLOSURE TRIM —
CONTIN000S TAPE
SEALANT
Z CLOSURE TRIM —
NEW STANDING
SEAM METAL ROOF —
NEW UNDERLAYMENT,
REF SPEC 07412—
NEW PLYWOOD
SHEATHING
THIN
EXISTING BATT INSULATION -
EXISTING BENT PLATE BRACKET
FLASHING DETAIL
11
NEW STANDING SEAM
Al• /
1
METAL ROOF
NEW UNDERLAYMENT,
/
REF SPEC 07412
/�"..
NEW WATERPROOFING
_
'AT
MEMBRANE EXTENDED
8" BENEATH NEW
UNDERLAYMENT AND
BEHIND GUTTER
NEW 5/8" PLYWOOD
'.
SHEATHING
EXISTING
CONTINUOUS
WOOD BLOCKING
1
���'"
EXISTING BATT
INSULATION
~" ,.,.,✓1
INSTALL SNOW
GUARDS IF
SPECIFIED IN
SECTION 07412
10 DRIP EDGE SECTION
P500 8 FLANGE WITH ;FALANT 1/4"CON
NUOUS AT
PE�IN END nCONDITIONS SEALANT
1/4"xi 1/2" T
C D E F G H J K
8" 18 GAUGE SHEET METAL TAPCON AT 16" OC
HOOD COVER WITH NEW 18 GAUGE
CLOSED ENDS SHEET METAL HOOD PF4
PROVIDE 18 GAUGE BULKHEAD 1/4"xt 1/2" EIFS BAND (TYP) PBB
STIFFENER AT 2'-0" OC MAX TAPCON AT TOP p94 CORNICE (TYP)l P12 P94 P94 P94
AND BOTTOM OF 10 124-8 124'-B"Alh
in SIDE FLANGE PF4 126•_0" PF4 T.O.M. P94 PB8 PF4 P94 CORNICE (TYP) P12 T.O.M. P94
le IBO HOOD T.O.M. P94 7.02
2"x2" DRAIN TROUGH 8 108-8 2
8 2" UNO P98 P98 113-5" P98
p COLOR ... _.. -- --
CHANGE ® a e o o e e
ij HOOD TO COVER NEW _
DOOR AND FRAME. P83 P83 P83
SIDE
ELEVATION FFVESTIBULE FF P88 PB8 PB8 PB8 PB3 PB8 P86
PRERNISHED H.M. DOOR (TYP)
$ DOOR HOOD -7SIDE ELEVATION 6 RIGHT ELEVATION
( 1 ) (2) (3) (4) (5) (6) (7) (8 ► (9) 10 11 12 13 14 15
CAP (TYP) PB8
113-5"
COLOR CHANGE
100'- o"
F.F.
CORNICE
T
TC
PF4 P94 PB8 AP (TYP)
100'-0" o 0
F.F. P94
H.M. DOORS (TYP)
4 RECEIVING ELEVATION
15 14
125'-4"
T.O.M.
gjL 113-5"
COLOR CHANGE
II II II I - I
F.F.
P83 P88 I
CMU COLUMNS & WALL GARDEN CENTER FENCING SHOWN WALL
WITH DASHED LINE FOR CLARITY
DO NOT PAINT GLAZED
CANOPY STRUCTURES
10 113-5"
COLOR CHANGEM
- - - - y'T 120'-10"
I I I 1 T.O.M.
100'-0"
I -----4 1 113-5"
COLOR CHANGE
F. F.
I
PB8 PB8 P83
H.M. DOORS (TYP) CMU COLUMNS & WALL 100'-O" _
F.F.
SEASONAL SHOP
3 REAR ELEVATION
12 11 HATCHED AREA 10
NEW SIGN, INDICATES RESURFACED
REF 5-A2.1 EXISTING EIFS (TYP.).
TENANT SIGN REF. 12-A2
EIFS BAND (TYP) PB8 P94 P98
ZJ ZJ -NEW SIGN,
COLUMN (TYP) REF 3-A2.1
T
JnNEW SIGN,
REF
T 6-A2.1
NEW SIGN, NEW SIGN,
P94 PF4 REF 7-A2.1 P94 REF B-A2.1 CAP (TYP) PB8 P72
PF4 P94 CORNICE (TYP)
(TYP. OF 4)-1 (TYP. OF 2)-, 11'
H.M. DOORS (TYP)
HATCHED AREA
INDICATES RESURFACED
EXISTING EIFS (TYP.),
9 8 REF. 12-A2 7
NEW SIGN,
REF 1-A2.1
126 -0" P94 CORNICE (TYP) P12 L� P103 C
H.M. DOORS (TYP)
5 REAR ELEVATION
c
128'-0- EIFS
]:'T -z r---I
I II II I II II II II I
P88 P83 PB8
WALL BEYOND GARDEN CENTER FENCING SHOWN
6 5 HATCHED AREA T
INDICATES RESURFACED
EXISTING EIFS (TYP.),
REF. 12-A27
NEW
REF
WITH DASHED LINE FOR CLARITY-
q
10'
,) LEFT ELEVATION
2
1
EIFS BAND (TYP) P88
P12 CORNICE (TYP)
COLUMN (TYP) \-TENANT SIGN FRONT ELEVATION
1 1 "=20,_O"
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ISSUE BLOCK
Q 01/12/11 REV 1
/2\ 02/03/11 1 ADD 1
CHECKED BY: LDS
DRAWN BY:
AUK
PROTO:
192 NP EXP
PROTO CYCLE:
10/29/10
DOCUMENT DATE:
12/3/1 D
I HERESY CERTIFY THAT THE PORTIONS
OF THIS TECHNICAL SUBMISSION
BEARING MY SEAL AND SIGNATURE
WERE PREPARED BY ME OR UNDER
MY SUPERVISION AND CONTROL
I AM A DULY ROISTERED ARCHITECT
UNDER THE LAWS OF THE STATE OF
NEW YORIC
SIGNATURE
12/3/2010
DATE ISSUED
022454-1
REG. NO.
EXTERIOR
ELEVATIONS
AND
DETAILS
SHEET:
A2
SHERWIN-WILLIAMS CUSTOM BRONZE/
ORDER NUMBER 7248-0044642
BRONZE MATCH
- CUSTOM MANUAL MATCH
BAC COLORANTOZ 32 64 128
W1 WHITE - 43 - 1
B1 BLACK 6 4 1 1
R2 MAROON - 19 - 1
Y3 DEEP GOLD - 48 1 1
G2 NEW GREEN - 18 - -
ONE GALLON MB54T00104
UI TRADECP #796S"-"--
CI N IN TA ATION ONTRA TOR R SPONSIBI (TIES:
EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO INSTALLATION.
1. PAINT ANY ATTACHED HARDWARE, CONDUIT, ELECTRICAL BOXES, ETC.
TO MATCH CABINET, DURANODIC BRONZE.
2. CLEAN UP ALL DEBRIS.
3. CLEAN FACES AND RETURNS OF ALL SIGNS AFTER INSTALLATION IS COMPLETE.
PAINT EXISTING SIGN LIGHTING,
AND CABINET DURANODIC
BRONZE. REF. TABLE FOR
CUSTOM COLOR TYP
REPLACE THE EXISTING SIGN
FACE WITH NEW SIGN FACE OF
THE SAME SIZE.
NEW SIGN FACING,
COLOR TO MATCH
PANTONE 285C.
EXISTING SIGN SUPPORT
COLUMN TO BE PAINTED
DURANODIC BRONZE. REF.
TABLE FOR CUSTOM
COLOR.
2 WALMART PYLON SIGN
0 0
I I
Lube
3.13 SOFT.
8 12;' DLUBE SIGNAGE
1/2oTIRE SIGNAGE
10'-2j»
U'e_&_Lub
16.34 SOFT.
6 18" oTIRE & LUBE SIGNAGE
18-1.4»
. ......
o �I.. _.'
-� I )utdoor Livin j
-� 49.47 SOFT.
5 2411 OUTDOOR LIVING SIGNAGE
o 'Market
i I
N N
17.97 SO.FT.
4 24"MARKET SIGNAGE D
22'-4j-
dome P armac�r
61.85 SO.FT.
-z24t'D HOME &PHARMACY
37'-3'
h
9n i a I 1'-21• B" 94» mg
53"
�5'c-6" WALMART SIGN
298.00 S.F.
2 wn0-t-
c -oa
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0 �n
V� Z��onoro
56: g00z
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E��3w
v0(y Mx
I r2LLaQ
m.-aa
BLOCK
CHECKED BY: LDS
DRAWN BY:
AJK
PROTO
192 NP EXP
PROTO CYCLE:
10/29/10
DOCUMENT DATE:
122L
I HEREBY CERTIFY THAT THE PORTIONS
OF THIS TECHNICAL SUBMISSION
BEARING MY SEAL AND SIGNATURE
WERE PREPARED BY ME OR UNDER
MY SUPERVISION AND CONTROL
I AM A DULY REGISTERED ARCMTECT
UNDER THE LAWS OF THE STATE OF
NEW YORK.
SIGNATURE
12/3/2010
DATE ISSUED
022454-1
REG. NO.
SIGNAGE
DETAILS,
NOTES,
AND
SCHEDULES
SHEET:
A2.1
Walmart BP 2011-224
2.38 sq. ft. wall sign Tire (sign 4 of 4)
891 State Route 9