SIGN-0026-2024 Valvoline Instant Oil ChangeV10C I Queensbury, NY
NOTE: Renderings below utilize sample dimensions.
4'- 11 1/8"
6'-4 s/8"
QTY 1: 30 SqFt Wall Sign
i A Ni U 9
❑❑
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FAIRMONT
SIGN C O M P A N Y
3750 East Outer Drive
Detroit, MI 48234
t:313.368.4000 f,313.368.9335
www.fairmontsign.com
7MVff7
940 Glen St
Queensbury, NY
Date:
8/8/22
File:
Accounts/Valvoline/VIOC/
Queensbury, NY
Designer:
RNB
Scale:
NA
job# Sheet#
00000 1 of
Revision # Date:
0 00-00
Revision Description:
Customer
Approval:
THIS DRAWING REMAINS THE EXCLUSIVE PROPERTY OF
FAIRMONT SIGN COMPANY. THIS DEIGN CANNOT BE COPIED
IN WHOLE OR IN PART, ALTERED, OR EXHIBITED IN ANY
MANNER WITHOUT THEWRITTEN CONSENT OF FAIRMONT
SIGN COMPANY. THE EXCEPTION 15 ANY PREVIOUSLY
COPYRIGHTED ARTWORK SUPPLIED BY THE CLIENT
UNLESS OTHERWISE NOTED, ALL COLORS PORTRAYED ARE
REPRESENTATIVE ONLY.
V10C I Queensbury, NY
NOTE: Renderings below utilize sample dimensions.
30 SQ/FT. WALL SIGN
BOTTOM VIEW
® APPROVED CONSTRUCTION
.vav nwni. vnm vi ivni
W/ SLOTS FOR DOWN LIGHTING
REMEMBER DRAIN HOLES
(EXTERIOR SIGNS ONLY)
CONSTRUCTION & ELECT. LAYOUTS
1'-31,
1
1'-3"
3/8° BOLT
03/8" BOLT TOP & BOTTOM
1"X7/16" SLOT}
063 ALUM. B—BENT
BOLT—THRU
03/8" THREADED
ROD & APPROPRIATE
BACKER MATERIAL BY
INSTALLER APPROVED
BY CUSTOMER
2°X1 1/2"X1/8° ALUM. ANGLE
� 6'-2"
2'
I 4 -8"
_ NOTCHED ANGLE
SEE SHOP ORDER FOR QTY.
0 f.
FAIRMONT
S I G N C O M P A N Y
3750 East Outer Drive
Detroit, MI 48234
t:313.368.4000 f:313.368.9335
www.fairmontsign.com
r
940 Glen St
Queensbury, NY
Date:
8/8/22
File:
Accounts /Valvoline /V I O C/
Queensbury, NY
Designer:
RNB
Scale:
NA
Job# Sheet#
00000 3 of 3
Revision # Date:
0 00-00
Revision Description:
Customer
Approval:
THIS DRAWING REMAINS THE EXCLUSIVE PROPERTY OF
FAIRMONTSIGN COMPANYTHIS DESIGN CANNOT BE COPIED
IN WHOLE OR IN PART, ALTERED, OR EXHIBITED IN ANY
MANNER WITHOUT THE WRITTEN CONSENT OF FAIRMONT
SIGN COMPANY. THE EXCEPTION IS ANY PREVIOUSLY
COPYRIGHTED ARTWORK SUPPLIED BY THE CLIENT.
UNLESS OTHERWISE NOTED, ALL COLORS PORTRAYED ARE
REPRESENTATIVE ONLY.
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SITE LOCATION PLAN: 1 "=2000'
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STORM LINE
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WATER LINE
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OVERHEAD WIRES
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SPOT ELEVATION
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TAX PARCEL NUMBER:
TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK
SEC. 302.06 - BILK. 1 - PARCEL 52
SITE PLAN NOTES:
1. THE SITE PLAN IS PREPARED BASED ON SURVEY
PREPARED BY AUSFELD & WALDRUFF LAND SURVEYORS,
LLP DATED 14 MARCH 2O23.
2. PAVING OF THE FACILITY ENCROACHES ON TO THE
PROPERTY OF NIAGARA MOHAWK POWER. AN EASEMENT
GRANTED UNDER A LEASE AGREEMENT INCLUDES THIS
ENCROACHMENT PLUS OTHER UNDEVELOPED LANDSCAPED
LAND DEPICTED ON THIS SITE PLAN
3. THE LEASED/ EASMENT AGREEMENT IS IN THE TOWN FILE
FOR THE "USE VARIANCE #42-1990". THIS AGREEMENT
SHOWS A 25 YEAR LEASE FOLLOWED BY A YEAR ON
YEAR CONTINUATION INTO PERPETUITY.
4. WARREN COUNTY PLANNING APPROVAL MAY BE REQUIRE.
Cemetery
f 0 1
vi �ii oil] In_ L I #
EXISTING PYLON SIGN
TO BE DEMOL I SHED
PROPOSED PYLON SIGN
NEW 4" SOLID BLUE STRIPING
FOR HAND I GAP PARKING
AND NO PARKING ZONE
PROPOSED FACADE IMPROVEMENTS
TO THE BUILDING. NO ADDITION OF
CONDITIONED SPACE
EXISTING PARKING LOT
STRIPING TO BE REMOVED
(TYPICAL)
NEW PARKING LOT STRIPING
TO REPLACE EXISTING
(TYPICAL)
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/LANDS N/F OF /
NIAGARA MOHAWK
POWER CORP. /
BK. 211, PG. 487
/ SECTION 302.06 /
BLOCK 1 LOT 66 /
/
/ / : As�racr
17F=3f73
LANDS N/F OF
/ �> / PLAZAGLEN L.P.
. �•' '•' '• � BK. 3890, PG. 136
SECTION 302.06
/
Pff AW 166,45' BLOCK 1 LOT 53
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CONCEPTUAL SITE PLAN
R~)
50ALE: I "=20'-0
189'
ASi!'NLT
_-R.O.W_PER BOOK 3890, PAGE 136 ---
- - - - - - - - -
BUILDING DATA
EXISTING FLOOR AREAS:
MAIN SERVICE FLOOR = 2,100.00 50. FT.
LOWER LEVEL LURE PIT = 1,684b7 50. FT.
DETACHED SHED = I0.6a 50. FT.
DETACHED SHED = IO.ba 50. FT.
TOTAL BUILDING AREA 33a5.36 50. FT.
PARKING APPROVALS o
FOR EXISTING AUTOMOTIVE SERVICE FACILITY Q
RESTAURANT PARKING:
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ZBA "USE VARIANCE #42-IGaO" APPROVAL PROVIDE FOR 10 PARKING 5PAGE5 WITH
II 5TALL5 PROVIDED. II STALLS ARE PROVIDED ON THIS PROPOSED SITE PLAN.
a
OFF-STREET LOADING REQUIREMENTS C)
LLLL
THERE 15 NO OFF-STREET LOADING REQUIREMENT AS THE FACILITY 15 LESS THAN 5,000
50. FT. AND BUILT PRIOR AND 15 A LEGAL PRE-EXISTING NON-GONFORMI NG BUILDING
LOT INFORMATION:
I. THE SUBJECT PARCEL CONTAINS 0.227 ACRES OR 12„053.3a SQUARE FEET OF
PROPERTY.
2. THE SUBJECT PARCEL ALSO HAS A LEASE AGREEMENT WITH NIAGARA MOHAWK
POWER FOR USE OF AN ADJACENT PARCEL OF LAND FOR THE PARKING OF 14
CATS. THE ADJOINING PARGEL CONTAINS 0..232 ACRES OR 10,107.54 SQUARE FEET
OF PROPERTY
ZONING DATA
I. SUBJECT PARGEL IS ZONED"CI" (GOMMERCIAL INTENSIVE) ZONING.
2. FRONT YARD 5ETBAGK:
2.1. 75 FEET REQUIRED
2.2. 31.45 FEET EXISTING
2.3. 30 FEET PROPOSED
3. SIDE YARD #1
3.1. 20 FEET REQUIRED
3.2. 6.5 FEET EXISTING
3.3. 6.5 FEET PROPOSED
4. 51 DE YARD #2
4.1. 30 FEET REQUIRED
4.2. a.6 FEET EXISTING
4.5. a.6 FEET PROPOSED
5. TOTAL S I DE YARD
5.1. 50 FEET REQU I RED RECEIVED
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5.2. 16.1 FEET EXISTING
5.3. 16.1 FEET PROPOSED
2 ,.t
6. FLOOR ARE RATIO
TOWN OF QUEENSBURY
6.1. 0.3 FAR REQUIRED ZONING OFFICE
6.2. 0.315 FAR EXISTING
6.3. 0.315 FAR PROPOSED
7. MINIMUM PERCENT OF PERMEABLE LOT COVERAGE
7.1. 50% REQUIRED
7.2. 15.5% EXISTING
7.5. 15.2% PROPOSED FOR SUBJECT PARGEL
7.4. 30.q% PROPOSED FOR SUBJEGT PARGEL PLUS LEASED PARGEL
8. LOT WIDTH
8.1. 150.00 FEET REQU I RED
8.2. 72.3a FEET EXISTING
8.3. 72.3G FEET PROPOSED
9. ROAD FRONTASE 8 .a
q.I. 50 FEET REQUIRED E E
a.2. 144.78 FEET EXISTING
a.3. 144.78 FEET PROPOSED APR 2 0 2023
10. LOT DEPTH
TOWN OF QUEENSBURY
10.1. 200 FEET REQUIRED ZONING OFFICE
10.2. 131.01 FE:E7 EXISTING
10.5. 151.01 FEET PROPOSED
PRIOR ZONING & PLANNING BOARD APPROVALS
I. USE VARIANCE APPROVED AV 42-lgc[O (5/23/IaaO) -AUTOMOTIVE SERVICE
FACILITY ON A NON-GONFORMIN6 LOT.
2. PLANNING BOARD SITE PLAN APPROVED 5P60-IaGO (7/24/Ic{a0) - AUTOMOTIVE
SERVICE FAG L I TY 51 TE PLAN ON NON-GONFORM I NG LOT.
3. AREA VARIAhGE APPROVED AV 87-2003 (10/la/2003) - ADDITION TO
NON-GONFORMI NG AUTOMOTIVE SERVICE FAG I L I TY TO GAR WASH BAY AT THE
REAR OF THEBUILDING
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LANDS N/F OF
POWER CORP. 0,
SECTION 302.06
BLOCK 1 LOT 66
LANDS N/F OF
PLAZAGLEN L.P.
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�~ �~~�...~~.~ ~ NOTE:
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EASEMENT AS SHOWN BASED UPON AN AGREEMENT
.�I VAZ VOL INr
OF LEASE BETWEEN N|AGARA MOHAWK POWER '^ /�QYY60�W�
CORPORATION AND DAND A. LEMAN. DATED �
! JANUARY 1889. THE CONFIGURATION OF THE
EASEMENT AS SHOWN WAS DIGITIZED FROM THE it 51ZL_-Jf5. TO
PROPOSED SITE PLAN — 717 UPPER GLEN S[
SION
DATED 8-20-90 AND BEING THE LAST PAGE OF
SAID AGREEMENT FURNISHED By THE CLIENT. SAID
LEASE IS FILED WITH THE TOWN AS FILE USE7.
VARIANCE 42-1990.
_345—
��� �������U ���A������~
°=`�^ PARCEL ""~°"°"��=~"�. zy,
At 1
TOWN 0F 0UEENSBUR`� WARREN COUNT� NEYY Y0RK144.
SEC. 302.06 — BLK. 1 — PARCEL 52 —9-0—P—AG—E—'-36----'
oil R.O.W. ER DEED
______
GENERAL NOTES:
_
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-��
NORTH IS ORIENTED TO DEED REFERENCE 1
�
VERTICAL DATUM IS NAVD88. ESTABLISHED FROM Q,S
OBSERVATIONS AT THE TIME OF SURVEY
U.S. ROUTE 9
UNAUTHORIZED ALTERATION DR ADDITION TO A SURVEY MAP
BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION
OF SECTION 7209. SUBDIVISION 2 OF THE NEW YORK STATE
-------
EDUCATION LAW.
ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED
WITH AN ORIGINAL OF THE LAND SURVEYOR'S INKED SEAL OR �^'~ /' ��"
HIS EMBOSSED SEAL SHALL BE CONSIDERED0 BE VALID TRUE-- -- -- -- —��� -- -- -- -- -- -- -- -- -- �-- --
COPIES.
� ^~
SURVEYED FROM RECORD DESCRIPTION AND AS IN POSSESSION. . ..............
SUBJECT TO COVENANTS, EASEMENTS, RESTRICTIONS,
| CONDITIONS AND AGREEMENTS OF RECORD.
SURVEY SUBJECT TO ANY RIGHT, TITLE OR INTEREST THE
PUBLIC MAY HAVE FOR HIGHWAY USE.
`
'
SURVEY SHOWN |S SUBJECT TO ANY SUBSURFACE CONDITIONS
THAT MAY EXIST, IF ANY.
UNDERGROUND FACILITIES AND STRUCTURES SHOWN HEREON
WERE TAKEN FROM DATA OBTAINED FROM PREVIOUS MAPS AND
RECORD DRAWINGS. ALL ABOVE GROUND STRUCTURES AND
SURFACE FEATURES SHOWN HEREON ARE THE RESULT OF A
FIELD SURVEY UNLESS OTHERWISE NOTED. THERE WAY BE
OTHER UNDERGROUND UTIUTIE3, THE EXISTENCE OF WHICH ARE 20 O 2
NOT KNOWN OR CERTIFIED BY THE UNDERSIGNED. THE SIZE AND
LOCATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES
MUST BE VERIFIED BY THE APPROPRIATE AUTHORITIES. THE SCALE IN FEET
UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION MUST BE 1^=20'
| NOTIFIED PRIOR TO CONDUCTING TEST BORINGS, EXCAVATION
| AND CONSTRUCTION.
SITE LOCATION PLAN: 1 "=2000'
1. "SITE PLAN. VALVOLNE INSTANT 0L CHANGE' DATED OCT0BER 10.
2003. PREPARED BY PAUL E. CU3H|NG ARCHITECT, P.C., DRAWING
A-1, FURNISHED BY THE CLIENT
'
2. "GLENS FALLS —LAKE GEOR0E, S.H. NO. 417^ MAP NO. 158'
PARCEL NO. 193 SHEET 1 OF 1, PREPARED BY THE NEW YDRK STATE
DEPARTMENT OF PUBLIC 00RK3, ON FILE AT DISTRICT OFFICE NO. 1,
ALB4NY. N.Y.
DEED REFERENCES:
'
'
1. CR3 ASSOCIATES OF TROY, N.Y' LLC TO ROARING BROOK,
LLC, DATED JUNE2O. 1998 AND RECORDED IN THE WARREN '
COUNTY CLERKS OFFICE IN DEED BOOK 1071 AT PAGE 214.
750 UPPER GLEN STREET
P.
OF THE LANDS OF
2 ROARING BROOK, LLC
TOWN OF QUEENSBURY WARREN COUNTY, N.Y. 959
LU
DRAWN BY: KCW PROJECT NO: 22-3359
323 CLINTON STREET, SCHENECTADY NY LICENSE #049597