2004-583 Walmart TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE 0F 'C0MPLIAN(--"'.'E'"
Permit Number. P20040583 Date Issued: Friday, December 01, 2006
This is to certify that work requested to be done as shown by Permit Number P20040583
has been completed.
Tax Map Number. 523400-296-017-0001-036-000-0000
Location: 891 STATE ROUTE 9
Owner. WAL-MART REAL ESTATE BUSINESS TRUST
Applicant: WAL-MART REAL ESTATE BUSINESS TRUST
This structure maybe occupied as a:
Sign
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the )ev
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the 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: P20040583 Application Number: A20040583
Tax Map No: 523400-296-017-0001-036-000-0000
Permission is hereby granted to: WAL-MART REAL ESTATE BUSINESS TRIJST
For property located at: 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 REAL ESTATE BUSI
402 SW 8TH St Sign
Total Value
DEPT. 8013
BENTONVILLE, AR 72716-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2004-583 WALMART
116 SQ FT FREESTANDING SIGN
$232.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, August 02, 2005
(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 Town ue sbury; i , ly 30, 2004
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
`
TOWN OF QUEENSBURY Fee Paid
742 Bay Road, Queensbury, NY 12804 Approved By:
Permit #. "; .3
(518) 761-8256
SIGN PERMIT APPLICATION yy�
�G6
THE FOLLOWING INFORMATION IS REQUIRED: 6 200k
2. P1otiled plandofwing or locationhofo sign.
sign. �OwNDNG Np����
3. Written consent of the owner of the building or land.
OWNER OF PROPERTY
z
ADDRESS 'Io2 S�ti � TEL.
NAME OF APPLICANT 1:0E. ,
ADDRESS Pv'�ti DP'-ivy Cc.-i-ruf- x- E CLr�ww� 4, k, ,��� vP1��� TEL. 'Zo1-Z tit--
-7GOt
BUSINESS NAME IF DIFFERENT:
N -1 12,('jr Lk
TYPE AND LOCATION Check What Applies: Existing —_ Permanent ti,//_ Projecting Sign —_
Temporary Na conforming Existing Free-Standing Wall -- New --
✓
Location: Tax Map Number
Address 6`l1
Proposed Setbacks from Property Line (front) —�� � (side)
If sign is to be illuminated, please check appropriate box:
Internal ( ), External °_, Incadescent { ) , Neon ( ) , Other ( )
r �
SSG yp e 2 'X 4 t
Size of Sign: Width u ft. Length _ ft. � 2q �
9
Total Square Footage: — 1 U, 00 3 J iq �
-y Jos ,
Sign Copy: — 51:
Color and Material To Be Used: S� �2ow,r��i Le•-�4s� t'�'`"F�=`� �¢��1
Signature:
Ci rc l,e!One: sA,pp. i cant ) owner, contractor o agent. )
I HEREBY AUTHORIZE APPLICANT TO PLACE A SIGN ON MY PROPERTY OR BUILDING.
Signature of Property Owner:
ORIGINAL-Office Copy l/ COPY-Applicant 1
i
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DATA TOWNO
QHEENBNB ----------'0"1""""""""""� jw__S� II -- - ZONING DISICC-Int HIGHWAY COMMERCIAL INTENSIVE -_ I
MR-5 ITEM REQUIRED I EXISTING Combined Lots PROPOSED Lot 1.01 I
� Land Use: Retail
N
� i MULTI-FAMILY � � Retail Retail (2) ;
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� 1... ...I... ...... ........ I.....I -- ___ -.-.,. - �, 23 6** HIGH I
I 1. ._ __. . �. ...... _-, � "� RESIDENTIAL ZONING; I. -..... _._ _... I I
: . 11 Lf� , �- Lot Area
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�i���,�,",,�(���::)!..,-:�.,'.*:�,� I ;�......2��_Q_ I � MESA ,`d.'� -0,1 .11' �,.11 � 1 AC. 17.74 AC. 11.7
. : 1 : . I . BLOCK RETAINING WALL V-1 ;�A.A.,.'f`, I? I
: ... : 1\,-�.. 0�I I
. -, ,.U:A i ,:-:'� .� �.,. 1- � _':
t `.'�� � I �'. . G.. , �t��: I.. ,_' : . -,../ I 55 Min. Lot Width
: �.,�, AF, _ F\ ,'_ .",,,;'��.'-.--'!-IAN','.�,'� ,�'I., I . I 1 150 FT .
: � .1 ._k 1:1, : �,_-.'k.A.A_,,.,,_.1_1 , 594(RTE 9), 538(WEEKS RD) FT 594(RTE 9), 538(\A -0
----------- - -f .: ,-,.� A�_e�,� -. RE'AR"YARD ........... ....... .......__ � -,�..,,,-,�,,,����,.-�,-A",.�,.� 4,1§, .LF,,10' HIGH - . I,/ I C
., , " __ - ___ I 1._,��, ._. Min. Lot Frontage i�f� C�(a' I
, �', . Z_ �i,., - A_,"'x_ (WEEK 0 I 1; - _ �_%i _X ,, . , "�, � ,�/� �
I .- � .: "I � I S A
: 11 _.. ,; , , z
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__ _ __ _ __ _ .. 1, -- O
, i i: I Min. Lot Depth \_ ,&
— -- - .,
z . - -- - -- - -- � � .191, .A.1\.. 1�k�t�� -- � :: - �, �___. .% .N `5 , -�, , . � 'W
, ,,..-, r, i'l.'I , "�'!...� .� "_�, ... it si"011110w k_., � � I , 1� 1 593 (RTE 9), 537(WEEKS RD) FT
. _dk't�':... ....... dwpbsll ,- _�. 40 FT
t",_' . 'Z._.',_", 1. 11-, ' 593(RTE 9), 537(WEEK
i__ " N'-d&f'61 *11-1�-1 - .,,SE,TBACK,k-,.,..�,-�,,,,",,,, .�_.', , 1�1' ..: 11) .,_ §401&*A_�� -,t--,,,,.",)_ ,'3-,-1 S
i - ____ - -- I - . -- -,.,, - e%, - =;=-- -- — -- — -- 08*1 9 .� __ - t , I
� I __ -�--Tly,Fw� - - - -- nmcmg� - 9999�� — -= -- I "I ; 200 FT 915 FT 915 FT- 0rMPFW:q" __ � �� � : : :
'1� . , i ,; t : Building Setbacks. - S6 ...9
. :
: O
,
I / : : 1 4*
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--_I_ , h' I . . . . I � / i i Min. Front Yard I
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- I t. ;"�_t �zl�_� -1 75 FT
h,.........I.......__�,_A----.-,,a-.......k...,-,--�§$.,--,-,---0- ..0130./D � , -
� , -,aL-_ ---..-,.W .=.._q_-_,__V-141-1.1,0 I...... .1__ _1_.$�",.- -1 -?�-,---X............"�....�.............�--------------3K...........--��----;�s--,-,-,,,,---.......-4..............���.............. ,� ----�. .�7 ,�,�� , ., I ;
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_�" �: ,01", Z'..r I ,4�, ��_ 478(RTE 9),208.5(WEEKS RD) F
" 1,- 11� `,)� �1__,17 'I"y ., t,�, _�_ ,,.,,X -_1K1,3` %�,.___ �4.31 I � . ,, ," 539(RTE 9),75.50(WEEKS RD) FT &), ,G
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1�vl�1_1_tll .. I" ` - ._1'i_'1_-___1':1__11_C:� \1, ."' , ,"" : : Min. Side Yard 20 FT
: 1'111,11r_ I
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: ,, � I .,,,,�,%�.,"—",.,-,,-�,�..-..-�.....-�.. �, t 40",- - "' 111ii. I't, : ; :
: F _ 7F�_6 - I -I-.:. - — - . . ....... ----- - " I -, - .#" Min. Combined Side Yard Se,back NIA FT N/A F
: 4$111111 I...; ................�......_.�__." -WrIT7 -.. - - - R �..� '' ; z :
: ." - =^_V�,_, - — - . ; z 50 FT, . , - - "�� I NIA FT
....t ,I ,��,11.1 .. ," I � 0 N/A FT
I ,� .,�, 98 LF, I O' HIGH E __ Min. Rear Yard :
I <Q� - "I , � 1� i Z 25 FT 53.68 FT 53-68 FT .
,
-t �"; :...� "_., COMPOSITE SOUND .- L ► ., i -
. . -- . Building Height:
� )i - i T EXISTING BOLLARDS I " i 40 FT I
I 0 PROPOSED A'� -PAVEMENT RECONSTRUCTION I . i I 0 <40 FT <40 FT
...
,� 4-?, I G TO REMAIN (ntp.l I ,., 1 i _J
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. "-�(1,11 , LIMIT (TYP.) 4- -
I k i , BOLLARDS I -7-i V Building Area 200,436 SF (Total) I
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11 - r, � / I ._j � (� I , --; ._,.--.�:. '. i � 1 126,709(Wal-Mart)70,727(Ames)3,000(Diner) 215,500 SF 0
"I 1--l-1-1111Z�-.1 f"V111" (TYP-) � , " 1 ; ..... .c�- �. -_--� 13% " i I IM Building Coverage:
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. -, . � ....V.11.11..
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- 1 1 ��=,4T,.. _2'... A _, : . 0.3
: - �:, ..-
: "1." �,�� : Max. Floor Area Ratio
1� (1) ,-.— � 0.26 0.298
i . 1, 1 ! 1 :
,I _-<1 � I lk Minimum Percent Permeable 30%: I . : W ;
11 I 1%,.""i 1, . I J i 16.2% *(3) 4
� N --� 14.0%
", -_ I I . : . Minimum Buffer Along Single Family Residential Zones Type B-20 feet 48 FT 48 FT 0
�, 1! I\ I - - \ : : :
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i__I...... 1\ I.N. , , - _.;��, I . .- " " I , \' : . Minimum B Multi-F. Residential Zones Type A-1 0 feet 24.5 FT 24.5 FT
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- _ 1 X. ,.- - I ._��',,��,;-`,��`V� - .� : ; Buffer Along Multi
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: .�!. '11i Pl�h4-��_, ._`�N.�-.��_- -,:; " .G_ ,� , .\, . I - . ." . .I. ,�.' '."; - , ; �
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: __W F'--- , 1. ' 1�6,- -,- -'.k'\ . , . : Car Parking space Size:
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_ -� I F ' - "... � ., ;--74, � I ,, - I ,. ,. , � .;. , i I :
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�4 t - [ I :,k: �f UX. �., ., . , . . - 1 14�- . ., I I 0 Standard Space Size 9 FTx 18 FT ■
9.5 FT x 18 FT 9.0 FTx 18 FT
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I , ",\ . - .k __ . I., � 1 24 FT
-
. -
411 ,
gpt � , .,..* ; . 4 :� - Z Minimum Parking Access Ddie width
4. . 6MEMUMMMM . . ,-, - : �. I 20 FT
... �- , I I _ '; _ . . . � - I - Car Parking Spaces: 24 FT
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-
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� 1<P^1. — K.�', ,I N '11-7 - � - - , _� . _1 ::. �:_,: � t ,4 4 " Z\ -11 -- .- � I.�"'. 'I :- . ".. . z W Retail -Min. Number of Spaces per Gross Floor Area�) I . ,* . ,
,
O (DI � il_I , ..i i O„.;\' 1� � ..q_: ", - .
., 2- I I \ . . , , 4 . . . 4�5 SP/1,000 SFto . ?..r, ,�nrn,.f 0, i �� �, � , �� -- " - .111 " il 4.9 SP11,000SF3.3 SP/1,000SF"t � 1, ,<kI .1 - f 4.,. 11':� - I .. .1 . . 11 4 Min. Number of Spaces, � �kkr — I � � - � �� z,� , 4a � - �' ... . �.�, I , .� �� �, 1. � 1� . -: . . , � , , . ,�4 . I i 1 1037 971 763
14)irr) . -1 : ;� I �)N ,Y.� �-, ;::!::=,�; ��.-,,�,..x., �,_ '. ..77 -�, 'A.,Y:�,, .I - � -.,.. ,.. A., - L, �' . . I � I 9
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* I I I I ��i ..J I ( � , , , 1, s � - .. 11 IF ': ,�f 11 � CL Minimum Size of Loading Berths: 12 FT x 40 FT� N . , , 1�_ , � , I - ..t .
_ . . .--�
I 41 . __ ,
: — Ld, ,,\ 7 . � - . ,. I . t 1. . Bicycle
: � — . u . .., I . , I I 1 12 FTx 40 FT 11.33 FTx 80 FT 14)
00 : I _�:_ '� ki., 11��. -, I .". . . I M, 1,,,*:1.."i�7: � I Facilities 1 bicycle rack/50 spaces I� I M, , I ..1. .
- ,5 _V1 :-- -, I ,- ��.: ; ; .., . , , , .�_ i � I I I TO BE DETERMINED
1 .�,� ,1 . . I - , . _. ... � . . � (1)Based on the Town of Queensbury Zoning Ordinance, adopted April 1, 2002. 1
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- � �w .- . I �- .,.. .1�; - '. '. : : co (2) Use requires Site Plan Renew
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: ' I �i �- . , �. . , , 1. _:�.1� ,_� �- (3)Variance File No. 11-1993 granted Wal-Mart 15% relief, and Ames 21.5% relief
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� -11 �,,, .� � 0 , :_ , . , - proposed new loading dock to have 12 foot vAde berths, existing dock has 114" ode berths
I .<,1�---,fi 9", .: Z," , " \ - , � � . � .. . - .V, . . � ,..., ,.. :_ (4)Relief requested for existing condition
REA R C-192-SGL-OL . ., , _ - . � :
I . . , � ..�. "'. . 1. - ,, , , ".., .. " : -� .: :K YAK -1 1�, i ��, � I 1. .. , .. . 1, �� 1. 1_ I ; . [ I*-Denotes Relief Requested
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SETBACK, .19,111111i I L, : I I
K. �\ 891 STATE ROUTE 9 __1_11 Z I �� : 1.
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�Q)Ili EXISTING BUILDING AREA = 124,475 S.F. \ . 1. .
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.1 IN A I i. - � \ TOTAL EXPANSION AREA = 90,972 S.F. 1,\. � - . � :
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I'M.. . �" , - �* �I I_...lk�z 3A" -_�, . r ' I f -20
; , I i �! ft I Z�� TOTAL PRCIPOSED AREA = 215,447 S.F.(APPROX.) It f 1� .
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I. ,M75:1 1, I., \ I �2 �� -1 - 6' WIDE FIRE LANE WITH 6" WIDE PAINTED
, --,---".,.,\ - I ./ I ... i TRAFFIC RED STRIPING AT 45' TYPICAL.
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<� . I I (�) CURB TO BE PAINTED TRAFFIC RED AT THESE LOCATIONS.
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0 f I " . , I ; PEDESTRIAN CROSSWALK WITH e WIDE PAINTED YELLOW STRIPING PARALLEL TO DIRE
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. : : : N : OF TRAFFIC AT 2'-O* O.C. UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WIDTH.
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EXISTING BUILDING AREA 124,475 &F.
-4 ELEV. 473.32'
RSO.O'
TOTAL EXPANSION AREA 90,972 S.F. x
TOTAL PROPOSED AREA 215,447 S.F.(APPROX.)
R CANOPY 1.4 917 S.FJ
(GARrEN CENTF R11.0' R3.0'
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LA NDBANK-,PARKING RESERVE AREA—
.20.0' 10-10-03
ADDED, TREE DIMENSIONED g ► ' } PLANTERS
(DaS,11Nq 6
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R3.Oe I REVISIONS 5
08-13-03 INTERNAL ARCULATIOP R3.5'- 51 R&5! C. ./-9.5
3. C
(TYP.)
T
yi
07-02-03 ARCHITECTURAL COORDINATION 4
RW �%V '! K, 0
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-OWN COMMENTS,
r TIT
4.6' 61 115!
R110.01 4. 4.6' 06-16-03 PER '1 3
R&W ARCHITECTURAL COORDINATION
d
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R6O.O` I I
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............ ... 2
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14 R3040 �' A <
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REVISED 13UILDING F)OTPRINT
AND PARKING LAYOUTIRS ,
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4 &5
Date Description
(TYP.) No.RVF
>>
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i V) MICHAEL A. SEME 11 i X Jr.
M_ '0 01
01 Qf
R20.0 PROFESSIONAL ENGINI�:'ER NY LIC, No.
C-
Lanilgan
F
3-iam, AMMMW
R50.0
► 00 Engirwiflng and
%
7g Enviroarneii Seiiii
..........
1&01
Tel 24.0'
'ASSUMED EDGE OF PAVEMENT NMI
(SUBJECT TO FINAL SURLY)
I is9.0 =Ec. River Drive Cantor I
DcyMtDwn,PA
(TYP-)
Mp
Al Ehimood Padr,NJ 07407
WNW.FL
A I
CAR)- • Phone: (M)7944OW
C 1 14-Z I*w Haven,CT
pl
��l - Fax(201)794-03M - New York,NY
- PhbAeWdk PA
langmwn
'A\ A�`16.2e:
EXISTING PY1l-O?<E)0S71NG
14�,
c)
-n* &0'
sas .0,
SIGN TO 8
REMOVED i
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31 %J11
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WAbl�MA
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116-00 SQ. FL X 25' HIGH SIGN TO BE REM AT QUE ENSBURY
q
06*27'42" E SUPERCENTER PYLON SIGN
STOR11,No.2116
V
S 06'27'42" E ? -- A/
50"
479-77- GeIW4 `40
15
S
R 1974.2 8' . ...... TOWN OF QUEENSBURY
COUNTY NEW YORK
WARREN
3 1.
BID.........-- ...... EF7.56'
..........
IRS
Drawing Title
.............. .................. ...... ...... ............... .......... ........... ....... ..........................
.......... .................. ......... ............ ........ ............ ---------
DIMENISIOPl�IAL
4 ............ ........... ........ .......... .................
7
...........
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.......... .................................. ........
......... kJ .-V ....... 2Y
0
•
............. CONTROL
...................... ........... ............
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>
Job No. Drawing 1,4o.
3577102
Date
< no
APRIL 03, 2003
> Scale
i2 1 = 40'
40 0 10 25 40 21�3601
Drn. By p. P. jms
Z
SCALE iN FEET Chkd. By
x
G. F. A 10 of 15 0
Filename: \\EPDATA\Dato\Dato1\3577101\Cadd Data 3577101\Dwg\35771022601.dwg Date: 6/4/2004 Time: 11:26 User: ppatilla Style Table: Langan-O(,:-*.stb Layout: E Size Sheet (Side)
It
1
f
WAL- MART POLE BLUE PAINT SPEC .
SHERWIN WILLIAMS ONE GALLON BASE � B 54T10 4 KEY NOTES:0 SHALL BE WHITE PRE-PAINTED ALUMINUM OR WHITE �
L1 - 6 Y, R 3 - 2 Y8 , W1 — 2 4 VINYL LETTERS, ANTIQUE OLIVE BOLD LETTER STYLE.
2D SHALL BE BLUE (SHERWIN WILLIAMS WAL-MART
POLE BLUE) PRE-PAINTED ALUMINUM.
4-MGL- 250MH 480V 4- MGL- 25OMH 480V O SHALL BE YELLOW PRE-PAINTED ALUMINUM OR
METAL HALIDE FIXTURES METAL HALIDE FIXTURES YELLOW VINYL LETTERS. HELVETICA LETTER STYLE
W/ SHIELDS (2 EACH SIDE) W/ SHIELDS (2 EACH SIDE) 10 DIAMETER WITH 15° SLANT, FORCED @ 70', 2 EACH.
20'- 0>' 7'-0" 4) SIGN SUPPORT SHOULD BE PAINTED SHERWIN
3/8" WILLIAMS WAL-MART POLE BLUE (SEE PAINT SPEC.)
5 SHALL BE PAINTED RED SHERWIN WILLIAMS 1602 t
„ y 1 /2" PL. RINGS 0 ( # ■
5 -6 9 - 0 5 - 6 PREWELDED THEATER RED)
(E) COLUMN STEEL: ASTM A501 (FY-36KS1) OR ASTM
1 0
PLATES EQUALLY A53 TYPE E OR S, GRADE B (FY-35KSI). `
I i I 4 SPACER I� SHALL BE WHITE VINYL LETTERS, HELVETICA L
( I
® 2 I SPACED MEDIUM LETTER STYLE. -
A o SUPPLIED WITH C CONCRETE STRENGTH F'C- 3000 PSI @ 28 DAYS.
I � � F
m
2" INSIDE PIPE CONTRACTORS' DUTIES:
DIAMETER 1 . CONTRACTOR MUST REMOVE ALL EXCESS DIRT. F
80.00 V5 STRUCTURAL 12 DIAMETER 2. BACKFILL OVER CONCRETE FOOTINGS.
SQ. F . " F� Winter co PRE-ASSEMBLED
H-3 STEEL PIPE
3. CONTRACTOR SHALL PAINT POLES AND ANY �
a
TIP
2 OVERHEAD LIGHTING ATTACHED HARDWARE, CONDUIT, ELECTRICAL BOXES,
:::: 7 DETAIL N. T. S. BRACKET REFER TO
ETC. MATCH SHERWIN WILLIAMS WAL-MART POLE BLUE
3
SQ. FT. ::.: :::::: lirre_. ::k :: i DETAIL 4 FOR SUPERCENTER PYLON, BLACK FOR TLE PYLON.
�
" 00 4. NOTIFY WAL-MART SIGN SHOP BEFORE ■
EXCAVATING ANY PLANNED LANDSCAPED AREA.
12. 00 5. CLEAN UP ALL DEBRIS. c
SQ. FT. 4"x4" JUNCTION BOX 6. CLEAN FACE AND RETURN OF ALL SIGNS AFTER C
ELECTRICAL CONDUIT SOLID BEAD COMPLETED INSTALLATION.
WELD SIGN PLATE ON SIGN LIGHTING NOTES: trl
0 2" INSIDE FRAME TO 10" 1 '- 6" 1 . MOUNT LIGHT FIXTURES AT 60° PER BRACKET
8,_ 0„ i I DIA. STEEL PIPE MARKS. ,
N r,3 PIPE 2. SUPPORT PIPE: 2 INSIDE DIAMETER, 7 -0 LONG.
3. SUPPORT BRACKET TO BE 2"x2"x1 /8" ANGLES
TRIM SHOULD CENTERED ON PIPE. RE: #2
I I 10 DIA. - .500 i i 4. DRILL 11 /32 DIA MOUNTING HOLES 1 FROM EACH
(4) 1 /2
" OVERLAP 10"
WALL cy I I END, CENTERED ON ANGLE.
I L_ J MOUNTING PIPE TO
TRANSITION TO 10" inLJ
HOLES CONCEAL ALL 5. ROUTE POWER UP THROUGH POLE, INTO 2" PIPE
4 6 ,7 WELDS AND TO FIXTURES AT EACH END.
PIPE
6. PAINT FIXTURE ASSEMBLY, INCLUDING CONDUIT,
BLUE.
0
10 DIAMETER
I 12" DIAM . (80 ' MPH 1 '-5 5/�" 7. HARDWARE FOUND IN J-BOX:
� 6 AND LESS) 16" DIA. BACKFILL
(8) SELF-TAPPING BOLTS (6) 3/4" DRILL SCREWS
(OVER 80 MPH) . 500 4 DETAIL N. T.S. 5 DETAIL N. T.S. (8) SS FLAT WASHERS (2) TWO HOLE STRAPS
WALL 1 /4
SLOPE (3) BLUE WIRE NUTS (1 ) 3/4" CHASE NIPPLE
BACKFILL o PER FOOT
I ENGINEERING NOTES:
1 ) DESIGN IS BASED ON REQUIREMENTS OF ASCE-7
=1 1=1 11— _ - -III=�I1� 11-) I I 1=III=�� �-�+1 AND UBC CRITERIA USING A53 STEEL PIPE AND
—III=I — r 'III a 111=1' CONCRETE WITH A 28 DAY COMPRESSIVE STRENGTH
OF 3000 PSI.
Ix o .
I I a Y Q I I Ia a 2) REINFORCED CONCRETE FOUNDATION DESIGN BY
8 a I I I I OTHERS
4 L J
„ RENIf OVE 400W FIXTURES,
— 6 1 1 —0 05-27-04 ADD 25OW FIXTURES 4
P E R P. TO S I G N 12-18-03 REM'EVE TLE Pl'LON SIGN 3
10-10-03 SUPERC;ENTER PYLON SIGN SIZE 2
VIEW -� SIDE VIEW N.T.S. 08--13-03 INTERNAL CIRCULAT ON REVISIONS 1
OFERgONT
TOTAL (116. 00 SQ. FT.) 2 TOTAL (116. 00 SQ. FT. ) Date Description No.
Revisions
Lam_
L..
!, r
r"
O
MICHAEI� A. SEM
PROFESSIONAL EN(',INEER N I_fC No. 062002-1
L..... Langan
m~ Engineering and
Environmental Services
River Drive Center 1 . Doylestown,PA
Eh mood Park,NJ 074*7 = MWW,R.
Phone:(M)794,6101) New Haven,ar
Fax(201)794,OM C New York,NY
Is;r>w.00m < Philadelphia,PA
Lam_
Project
WAL. MART
AT QUEENSBURY
S"flME No.21 16
TOWN OF QUEE-NSBUR`r
u� WARREN COUNTY NEW YORK
Drawing Title
FREE-.C.'iTAN DING
S I G` N A " E C
D IETA I 16m �S
Job No. DrawingNo. C
3577102
Date JUNE 12, %003 d
d
Scale AS SMYN Q
Drn. By
Z
jm s
3
Chkd. By G. F. Sheet 14 of 15 Q
Filename: \\EPDATA\Data\Data1\3577101\Cadd Data — 3577101\Dwg\35771022804.dwg Date: 6/4/2004 Time- 11:24 User: ppatilla Style Table: Langan—OCE.stb Layout: E Size Sheet (Side)