2000-897 Cool BeansQUAKER
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EDWARD & ROSEMARY MURRA.Y:::::
ASPHALT
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1 1/2" TOP GOURSE ASPHALT
3.0" BINDER COURSE ASPHALT
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GRANXAR SUBBASE COURSE `;
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o. o . Q :o .'c , •. NY5 DOT SECT. 304. TYPE 4
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COMPACTED TO 95Z STD. PROCTOR
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swGRADE COMPACTED TO
90= STANDARD PROCTOR
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A5PHALT
DRIVEWAY PAVEMENT
NOT TO SCALE
TOOLED SCORE JOINT.
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SEE PLAN. 5' oc NOMINAL
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EXPANSION JOINT
SEE PLAN. 25' Or, max
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PLAN
L -- TOOLED EDGE. 1/4" RADIUS min
GROSS SLOPE- 1/8" TO 1/4"
pet' FOOT (MAX 5/8" per ft.)
TOOLED SCORE JOINT
1/4" R. 1/2" DEEP
GX6x6/6 WWF
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BROOM FN15M SURFACE TYPICAL
PERPENDICULAR TO WALK
EXPANSION JOINT
3/8" COMPRESSIBLE FILLER
WITH ZIP STRIP + SEALANT
TOOL BOTH EDGES
TOP OF SEALANT 1/2" BELOW FN. GONG.
4.000 pu CONCRETE
�-- GRANULAR SUBBASE
NY5 DOT SECT. 304. TYPE 4
COMPACT TO 95Z STD PROG
5ECTION
CONCRETE WALK
5UBGRADE COMPACTED TO
90Z STANDARD PROCTOR
1/2" RADIUS 1" 5"
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:Site Plan
5MOOTM RUBBED FINISH on CURB
FIN15MED GRADE LAWN
6" GRANULAR SUBBASE COURSE
NY5 DOT SECT. 304. TYPE 4
COMPACTED TO 95Z STD. PROCTOR
SUBGRADE COMPACTED TO 41n
9OZ STANDARD PROCTOR
POURED IN PLACE CONCRETE CURB
1/2" RADIUS
SAW CM AND RCMOVC ASPHALT
INSTALL TOPSOIL AND PLAhI
SEC Sr-2.
5MOOTM RUBBED FW5M on CURB
3/6" x 3/4" DEEP TOOLED JOINT
/'---BROOM FINISH PERPENDICULAR TO WALK
CONCRETE WALK
SEE CONCRETE DETAIL *K
6 x 6 NO. G/G WOVEN WIRE MESH
m
8" GRANULAR SUBBASE COURSE
NYS DOT SECT. 304. TYPE 4
CCRUSMER RUN STONE)
o� COMPACTED TO 95X STD. PROCTOR
SOGRADE COMPACTED TO
90Z STANDARD PROCTOR
INTEGRAL CONCRETE CURB
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SITE DATA
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IS
OUAKER
LOCATION MAP
TAX MAP No. 107-1-1
LOT AREAi 9.957.0 sf = 0.23 acres
ZONED HC-1A
517E 15 SERVED BY MUNICIPAL SEWER AND WATER
EXISTING SERVICES WILL BE MAINTAINED.
EXISTING LOT COVERAGE
BUILDING, 1.032 sf 10.4Z
PAVED AREAS* G.029 sf GO.GZ
PERMEABLE AREA• 2.89G sf 29.0Z
PROP05ED LOT COVERAGE
BUILDNVGs 1.3% sf 14.OZ
PAVED AREAS* 5.5G3 sf = 55.99.
PERMEABLE AREAS 2.996 sf = 30AZ
PAVEMENT WITHIN R.O.W.
EXISTINGs 4.275 sf
PROPOSEDS 3.197 sf
BUILDING HEIGHTS 1 STORY with ATTIC
PARKING REQUIRED
RETAIL 1 SPACES PER 100 SF
14 PARKING SPACES REQUIRED
PARKING PROVIDED
CUSTOMER + EMPLOYEE= 14 SPACES Cw/ 1 ACCESSIBLE)
SETBACKS EXISTING PROPOSED REQUIRED
FRONT CNORTH)=
30.5
ft
30.5
ft
50
ft
FRONT CEA5T)s
20.7
ft
20.7
ft
50
ft
SIDE CWE5T)i
70.8
ft
48.6
ft
25
ft
SIDE CSOUTH)=
3.G
ft
3.6
ft
25
ft
TRAVEL CORRIDOR=
30.5
ft
30.5
ft
75
ft
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SITE NOTES
THE CONTRACTOR SHALL LAYOUT ALL PROPOSED
LOCATIONS AND GRADES IN THE FIELD PRIOR TO
COMMENCING WORK. ANY DISCREPANCIES BETWEEN
ACTUAL FIELD VERIFICATION AND THESE DRAWINGS
SMALL Be IMMEDIATELY BROUGHT TO THE ATTENTION
OF THE ENGINEER FOR RESOLUTION BEFORE
PROCEEDING WITH THE WORK.
THE CONTRACTOR SHALL FINE GRADE AND SEED
ALL DISTURBED AREAS AS SOON AS POSSIBLE.
THE CONTRACTOR SMALL COMPLY WITH THE
NEW YORK GUIDELINES FOR URBAN EROSION AND
SEDIMENT CONTROL AS PRhNTED BY THE EMPIRE
STATE CHAPTER 50L AND WATER
CONSERVATION SOCIETY.
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Site
Plan
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Dee November 246 IM
Revidons
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MX MY -MOST AND
MANNING a�nrs BOARD
NOT TO 5GA.E
NOT TO SCALE
NOT TO SCALE
Sheet 1 of 2
T'C3WIN OF [1T.JEEN SB [JRY
742 Bay Road, Queensbury, NY 12804-5902 (518) 761 -8201
Community Development - Building & Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20000897 Application Number: A20000897
3
Tax Map No: 523400- 107-000-0001 -0-01 -000-0000
Permission is hereby granted to: COOL BEANS
For property located at: QUAKER Rd
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 Unifoi n Building Codes and the Queensbury Zoning
Ordinance. Type of Eons ction Value
Owner .Address: HAYES &. HAYES LLC Sign
87 QUAKER Rd Total Value
PO BOX 109
GLENS FALLS, NY 12801
Contractor or Builder's Name / Address Electrical Inspection Agency
KENNETH & HOLLY WHEELER
16 RICHARDSON St
OUEENSBURY, NY 12804
Plans & Specifications
BP 2000-897
91 .34 SQ. FT. ROOF SIGN
280 Quaker Road
$182.+00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Wednesday, December 04, 2002
(Ifa 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 tr'f nsbu on ecember 04, 2000
SIGN ED BY for the Town of Queensbury.
n
Director of Building & Code E orcement
Fee Paid : ! �
- TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY I2$04
Approved By :
(518) 761 -8256 Permit
SIGN PERMIT APPLICATION
THE FOLLOWING INFORMATIOIN IS REQUIRED : �.-.�
1 . Detailed drawing or photo of sign . NOV 2 2 200(}
2 . Plot plan of location of sign .
3 . Written consent of the owner of the building or land , � :
y Fa' i�' ✓
OWNER OF PROPERTY L� �PAk i- , 4+Idl e �
ADDRESS �'• C> (3U�,C IoR � 5 1'-.4f I� 5 � Iti] TEL
�I �'l �
NAME OF APPLICANT �y f T rt F EEL-ese=- --
ADDRESS ) in K I C.HAP- t}SO" ,5T'` [ EEhl . 111 `/� TEL .
BUSINESS NAME IF DIFFERENT : /C` � a L � 1 HEE LEA 0�03S7Z A4 s' r 6AJS----
TYPE AND LOCATION
Check What Applies : Existing — 'Permanent X Projecting Sign --
Temporary Nan - conforming Existing �—
Free- Standing Roo We ! X New x -
Location : tax Map 'Number
Address — �AIL2 i1� � • +J ��_k1513a, t le
Proposed aetbecAv6from Property Line ( front ) � ( side ) _
If sign is to be illuminated , please check appropriate box :
Internal ( ) , External ()0 , Incadescent ( ) , Neon ()C} , Other ( }
Size of Sign : Width ft . Length _ ft .
Total Square Footage : — q ! . 34
Sign Copy : OOL.. ae� A "-S aeL__ I Q A G FE. Lam_ C'x� F! CA F"E
4
Color and Material To Be Used : VSIgtJ r-OA t-A �De- - -S k Ljr if L-U
Signature :
Ci ne pplicant , weer , contractor or agent .
I HEREBY AUTHORIZE APPLICANT TO PLACE A SIGN ON MY PROPERTY OR BUILDING.
Signature of Property Owner : r / -�_
ORIGINAL-Office Copy COPY-Applicant
J
GENERAL INSPECTION REEVRT
( 518 ) 761 -- 8256
Town of Queensbury
Dept. of Community Development Date inspection request received:
Building & Code Enforcement
742 Bay Road
Queensbury, NY 12844 ,Arrive ann/pm Depart _ amlpm
Inspector's Initials
NAME: 1�.t3o { r 2- PERMTF # a
LOCATION: _ I!"fl DATE : t p
TYPE OF STRUC711-TR.E:
RECHECK
NIA YES NO CONINMNTS
Footings Viers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site
Foundation/Wallpour
Reinforcement in Place
FoundationADampproofin
Backfiil Approval
Plumbing Linder Slab
Plumbing Vent/Vents in Place ' p/
Rough Pluxrtbin J ,r A/r/ / -f` I /,- 1 16 cx- PVe-
Heating Rough-In
Insulation
Foundation Walls Interi R-
Foundatian Wails F or R-
Floors R- —
Walls R-
Ceiling R-
Duct work or pipi in
unheated R-
Proper Vent, Attic ent
y-�'Framin
Jack Studs/Headers
Bracing/Bridging,
Joist Bangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 163, hour
Penetration Sealed
Fire Wall 2, 3, 4 hour
Firestoppin Gv. '� I-ac s/�i c.� f /
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