2013-528 .11a, TOWN OFQ UEENSBURY
fosirg 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20130528 Date Issued: Thursday, January 14, 2016
This is to certify that work requested to be done as shown by Permit Number P20130528
has been completed.
Tax Map Number: 523400-288-000-0001-053-000-0000
Location: 1415 STATE ROUTE 9
Owner: NORTHWAY OUTLETS, LLC
Applicant: NORTHWAY OUTLETS, LLC
This structure may be occupied as a:
Demolition
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the4
property owner of the responsibility for compliance with Site Plan, I \,
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: P20130528 Application Number: A20130528
Tax Map No: 523400-288-000-0001-053-000-0000
Permission is hereby granted to: NORTHWAY OUTLETS. LLC
For property located at: 1415 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: NORTHWAY OUTLETS, LLC
2700 WESTCHESTER Ave Suite 407 Demolition
PURCHASE NY 10577-0000 Total Value
Contractor or Builder's Name /Address Electrical Inspection Agency
CLASSIC ENVIRONMENTAL INC.
MIKE JENKINS 518-937-8961
112 WADE Rd
LATHAM NY 12110-0000
Plans&Specifications
2013-528
DEMO restaurant
$30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,November 15,2014
(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 o ueensbu ; Friday, November 15, 2013
SIGNED BY for the Town of Queensbury.
Director of Building& -.e N,•rcement
Town of Queensbury Building & Codes Office Use Only
DEMOLITION PERMIT APPLICATION Received:
NO WORK MAY COMMENCE UNTIL PERMIT IS ISSUED Permit No.: / 3—
Fill in applicable spaces and submit two (2) plot plans, drawn to scale, showing lot NCV 1 4
()?
boundaries with dimensions and adjacent roads I streets. Show all existing structures Permit Fee: ��13
on the property and indicate which are to be demolished. Indicate on the plot plan the
location of all utilities.
Date ////Vi1/49 Demolition Location /W SP A C l Q1)CeVi.5 d
f'
Tax Map ID C���Q � R�
Applicant t-I4.'.5/e- 6/1Virc1Me114/ LC Owner )6rtkt& j 00+(fi-13 t. (-
Address lid Wade (U Address )OC) (A)e_dttl.t.S'icd' Ave Sol '107
14 , 1UY 1di/O Pord,4 , NV los-7)
Phone c/ ? /" O93"4 Phone
Contact Person for Building&Code Compliance: I' 1 e Teifllc./1,1,3 Day Phone: S/57/37-06
1. Person Responsible for work: C4'ssJ L 1h Uirr) MB'141 .14 C
2. Where will demolition material be disposed? 01.414/10 COc l y L_01c� 11
3. Asbestos Information: The Asbestos Removal Report must be filed with our office before demolition begins.
a) Is there any asbestos within the building to be demolished "XYes No
b) If Yes,our office need the following information: �,�c t / j�1 �G
• Name of firm removing the asbestos: (/4t t^
<C /l0,rc i M e
• License number of firm: "a q078'
• Indicate where the asbestos material will be disposed:®razz(,/'//_) (-.aO4#y Ga_1J.t i/
4. Structure Information
a) Indicate the structure(s)to be demolished:_residence _garage Xbusiness _storage bldg. _Other
b) Size of structure: /(2--C x )S l
c) Number of stories:
d) Foundation Type: full cellar X crawl space XC slab
e) Foundation: ><' will be replaced will not be replaced
f) Structure(s): K will be replaced will not be replaced
5. Utilities Information
a) Indicate utilities for this structure:
Gas X. Electric Propane
Public Water On-Site Well Water Pump X Public Sewer
b) Have you notified the Town Water Dept.for public water and sewer disconnect?" s X Yes _No _/ ,Q
c) Have all utilities been disconnected? _Yes X No (Al! 1J,,sca1�4 CUct re Sd ice`"
)
6. Signatures:
Print Name: ),LfCtr \J&4k, ItS
Signature: � i it Date: /0,S
Town of Queensbury Building&Codes Demolition Permit 518-761-8256
Town of Queensbury Building & Code Enforcement
Office No. (518) 761-8256 S�
Demolition Inspection Report
Inspection request received:
Name: On;tinv.k.xl C\A Inspected on: t — —
Location: 14\t`J Stk., --tu -Cjj Arrive: IA" �.m.
Permit No.: —lo to `Da Inspector's Initials: —�0._
r
Comments and/or diagram
Y N N/A
Gas Shut-off
`I:
Water Shut-off
Electric Disconnected
Asbestos Removed/Documentation
Property Cleaned Up and Graded
Okay to Issue Certificate of Compliance
Demolition Inspection_11 20 12
APPROX. EDGE OF
SHOULDER PAVEMENT
APPROX, EDGE OF
TRAVEL LANE—
1
LANDS N/F OF
L&M INVESTMENTS, LLC
TP 3
,
IQ f a rnw
/ 1 LAWN - TP
a
?V,
ASPHALT TP 1LAWNlb
PARKING \••• -'TP
56
N.Y.S.
ADIRONDACK
NORTHW?AY
i
22
INTERSTATE ROUTE
87
T9�.3
� o_.__._...
EXISTING DECORATIVE STREET LIGHT
N29°24 00" oro352.20' --
EXISTING UTILITY POLE
.....o.
EXISTING OVERHEAD ELECTRIC
-- - - —
096-23'03"
�
23
EXISTING SIGN
O
1
LANDS N/F OF
L&M INVESTMENTS, LLC
TP 3
,
IQ f a rnw
/ 1 LAWN - TP
a
?V,
ASPHALT TP 1LAWNlb
PARKING \••• -'TP
56
/VLEGEND:
/BMJ
EXISTING TREEUNE
i
22
EXISTING
N TREES
QS
55
EXISTING DECORATIVE STREET LIGHT
C -CL
EXISTING UTILITY POLE
— — —
EXISTING OVERHEAD ELECTRIC
-- - - —
Z 54
23
EXISTING SIGN
O
EXISTING CATCH BASIN
J�
DETAIL SYMBOL
-----w
EXISTING WATER MAIN
1 18
p
T
2
19 20
PROJECT SITE
3
33
34
a
4
35
2
12
EXIT 20
13 t1
14 10
15 9
WARREN COUNTY
=
MUNICIPAL
16
CENTER
2
6 5,2
60
7 5.!
4
Location Plan 1 TP 4 Scale i
TP4•
k
NORTH
TP 5
!\ gIll, 501
\ LIST OF DRAWINGS
: •GONCRETE * .-_:.=,.-~..�_=:._.�-_._.:: —
\ / . As' ` - — \ SP 1 EXISTING COND11IONS SITE PLAN `
o O
ASP ALT i ' SP-? LAYOUT AND U1ILITY PLAN w O
f
\ I i A.,.... SP -Z GRADING AND DRAINAGE PLAN y >
, t
TP � z
` .. NON
o SP -4 EROSION AND SEDIMENT CONTROL PLANO '•< „ MANHOLE,' RETE WA TQ\�P,-,r ASPHALT
\ I TP 6 { / I ;A covER MANNaes PARKING SP -5 LANDSCAPE PLAN
N xs REM EXIST. SEWAGE TANKS
SP -6 SITE LIGHTING PLAN wT�
SP -7 SITE DETAILS W�.►+, s
1.
P SP -8 SITE DETAILS R�
I 9 SITE DETAILS O
CRUSHED \ I o ., \\ I \` SP
,S,TDNE I : CRUSHED
PARKING
.:... ..: STONE .,: .,,.:, -,_ ,. 1�.: • -- ...:- i =,. .. ;_ _ls'=,...w. ,._:n�...,:_;{�. •�.....:�. ....� -:
\
TIM C ..
PARKING \RET. ,
AIN N N
-.,i wr�wxsi., vx Wnwx :m...,„,,,•,.�vi-x.. :s .. ; ,. ...
.=1 AWN .. , \ - - ..-.._ -1 ._.. .:., � , ._�>., . ,. - .. .. -... _. __.. ,....'iArl� WF'N
1
/VLEGEND:
/BMJ
EXISTING TREEUNE
i
0 ,.
EXISTING
N TREES
QS
EXISTING SEWER MANHOLE
Location Plan 1 TP 4 Scale i
TP4•
k
NORTH
TP 5
!\ gIll, 501
\ LIST OF DRAWINGS
: •GONCRETE * .-_:.=,.-~..�_=:._.�-_._.:: —
\ / . As' ` - — \ SP 1 EXISTING COND11IONS SITE PLAN `
o O
ASP ALT i ' SP-? LAYOUT AND U1ILITY PLAN w O
f
\ I i A.,.... SP -Z GRADING AND DRAINAGE PLAN y >
, t
TP � z
` .. NON
o SP -4 EROSION AND SEDIMENT CONTROL PLANO '•< „ MANHOLE,' RETE WA TQ\�P,-,r ASPHALT
\ I TP 6 { / I ;A covER MANNaes PARKING SP -5 LANDSCAPE PLAN
N xs REM EXIST. SEWAGE TANKS
SP -6 SITE LIGHTING PLAN wT�
SP -7 SITE DETAILS W�.►+, s
1.
P SP -8 SITE DETAILS R�
I 9 SITE DETAILS O
CRUSHED \ I o ., \\ I \` SP
,S,TDNE I : CRUSHED
PARKING
.:... ..: STONE .,: .,,.:, -,_ ,. 1�.: • -- ...:- i =,. .. ;_ _ls'=,...w. ,._:n�...,:_;{�. •�.....:�. ....� -:
\
TIM C ..
PARKING \RET. ,
AIN N N
-.,i wr�wxsi., vx Wnwx :m...,„,,,•,.�vi-x.. :s .. ; ,. ...
.=1 AWN .. , \ - - ..-.._ -1 ._.. .:., � , ._�>., . ,. - .. .. -... _. __.. ,....'iArl� WF'N
1
---s---- EXISTING SEWER MAIN
%Tf SIQEWALK
j1
CMnM SIDEWAM
r l• � ,. \ I — eNiRANC .. ^ "^^m`b' A, r' - ,� ''t - .tl Q
TF'
STONE F; TP ASPHALT
TP ASPHALT 10 'MASONARY -
\ EXISTNG 6" WATER " r Q PARKING WEER
.> ,.Y.xt "a 3 r e Z
�o
PARKING
2 4� 21'W PLANTER 31 _ - .' k} / `PLANTER
it 2 : ,;. ,.. ' -.ti MONITORING Q
\� so GAP LGT rt - R z. e2' S60°48'21"E „ TP 11
^ sll s, MAMtOLE:TO. WELL `1
\ A5 NECE55ARY 3 N601 L , ui' TO REMAW at BE SIGNS ED - I V
b TP 9 COtGTIOt{ -REMOVE 2.62 EX15T1IG HIGHWAY SIGNS "f
v' S' t
2
1:65.38' IRF \ z R! ;x„ a ttjV 51383 �IhJ Y
_ I u AS NECESSARY
. 105.64.^` :..f I a�w 77. T4' ,F. t708.28' sr �,. 89.95 N 4a I':' _
152.66' \ a -`
CONCRETE SIDEWALK _ S31°38'25 W
.. cv _-s _ .. . _ S27°68'37"W _ •- s,T �a 4154.13'. �Q
Gv S27 57'08"W X28°73'43"W- - - - S2 28 07'I/ `w ;'T'T`~I "" 29 34" —
;. .— CONCRETE SIDEWALK g S� _ nn
3B°W EX/5T6iG HISTORY STREET LIGHT tip
1
�'•� � / S28 07' I I
�Idl
.,� 17.71
J ---
_ Ti.. ,.,' - „_.,. :•- 1 t*sS z Irl .......... _ ..... -..,. N N N_
--_� I�.US.ROUTE INo. 9
z0 Y q
V �
CONCRETE SIDEWALK!
CONC$'TE SIDEWALK
T a d
�,
yy T
T
/ F ION r ,. to-
TEST PIT INFORMA -
}'1 0 4 TOPSOIL J'6 0 3 CRUSHED STONE PARKING #11 0-4 ASPHALT -- -
' a£rz.«rb'kM''m9i y: E-..�4,r , . z ,:+ .,, ,.�- -y y
4-10 LOAMY SAND & CRAY£L -DENSE 3-68' MISC SAND AND GRAVEL FILL 4-18" MISC SAND NOLGS 1� - 6 I ,": • • � r'^11 '' ri r " � � ;-. r� • ': ".EXISTNG SEWER T� '�'x ,x,.
AND GRAVEL FILL - - . I' '' .� , ,.rill ,... <:. _ 1
MANHOLE O ..�. Al
10-17" GREY DENSE 5/4 TY SAND & GRAAV£L `<68-78" ORIGINAL SANDY TOPSOIL 1 18-29" ORIGINAL SANDY TOPSOIL
17-56 SILTY SAND GRAVEL[ &COBBLES 1/ DENSE 78-108' MED/COARSE SANG -GOOSE 29-90` MED/COARSE SAND 1. BASE INFORMATION FOR 5 PLAN WA5 TAKEN FROM 11 "' V v
0 0
SLIGHT MOTTLING AT 14 NO NATER NO MOTTLING - NO WATER N NO MOTTLING - NO WATER A BOUNDARY AND TOPOGRAPHIC SURVEY DATED AUGUST 5. 2005 Existing; -,Site Statistics eon m
INFILTRATION RATE 0 84' - 10/MINUTE INFILTRATION RATE 0 72" = 12%MINUTE PREPARED BY VAN DU5 AND STEVE5.LAND-SURVEYORS "`'~ 1 NOTICE
X12 0-4" TOPSOIL : r.
',
�I c I
" _ _ " TAX MAP PARCEL :255-1-52 and'53 t ., :. L'I'- CALL BEFORE W 0 In o
4-13 LOAMY SAND & GRAVEL ,y7 0 3 CRUSHED STONE PARKING #12 0.8 TOPSOIL - <. .•� a 3 yam_ ,- ,,,,_. QR YOU. DIG :� ,- --
2. UTILITY LOCATIONS MC ED ON THIS PLAN ARE °,
13-24 V. DENSE SAND & GRAVE ' 51-68 -:MISC SAND AND GRAVEL RLL '$-36" MISC SAND AND GRAVEL FILL : ~v... ZONING,HIGHWAY O '''' - i'';: DIG SAFELY NEW ;YORK d - -°
COMMERCIAL INTENSIVE ,- z z
24-s3" M. DENSE SILT, SAND &GRAVEL s5t-58' ` ORIGINAL s " r APPROXI•WTE. 111E CONTjtAGjOR SHALL NOTIFY.ALL _.
ANDY TOPSOIL 36-46 ORiG/NAL SANDY TOPSOIL ,.•y ;. y , 1^BOO^%2^7%2 r pJ rn m
NO MORUNG VISIBLE 8UT WATER AT 33" 58-110' COARSE SAND 46-90` MEO COARSf SAND UTI.l7Y OWNERS PRIOR TO THE COMMENCEMENT OF x:, 517E AREA�',6.21 ACRES [270.307 sf� ~SITE _PLAN 35,-2013 :..�,
/ WORK. THE CONTRACTOR. SMALL VERIFY ,THE ACCURATE
48 HOURS `NOTICE REQUIRED"
NO MOTTLING NO WATER NO MOTTLING _ NQ WATER
3 01 TOPSOIL I :.INFILTRATION RATE 0 80" =...17%MINUTE INF70RA77ON RATE 0 66' = 12-11M/NUTE LOCATIONS THE FIELD AND NOTIFY THE ENGINEER '
6-16" LOAMY SAND & GRAVEL -r . " : - EXI5T�NG 51TE UTILIZATION
16-28" MED SAND &GRAVEL - V. COMPACT 1yB 0-4 TOPSOIL y13 0-4 ASPHALT OF ANY DISCREPANGIE5. THESE PLANS HAVE BEEN AP VED UNDE$,,;T1UTF{ORITI
BUILDWG AREAS ;';18.379 sf 6.87. , OF A RESOLUTION ADOPTED„ BYyTNE EtANNING
28-70` MED SAND & GRAVEL SOME SILT- MED, DENSE ,4-40 MISC SAND AND GRAVEL RLL -'4-36 MISC SAND AND GRAVEL FILL 3. THE CONTRACTOR SHALL, $TAKEOUT ALL PROP05ED . ' ', 180AR0 OF THE 0
PAVEMENTS+ •'104.610 sf - 38.77 T WN.,OF- EENSBU Y, N
ROOTS TO 44" - MOTTLING AAT 55"- WATER Al62" ;' 40-52" ORIGINAL SANDY TOPSOIL 36-43A ORIGINAL SANDY roaso¢ ' WORK. INCLUDING FI'I5hED GRADE ELEVATIONS. ` • ;~- , THE FOLLOWING -CONDI ONS . Revisions > '
52-84 COARSE SAND AND STONES r:''43-88 MED/COARSE SAND 'PRIOR TO THE ST '0! GO O 1. PERMEABLE AREAr 147.318_.sf ,.54.57. ,' §
ART CONSTRUCTION AND NOTIFY , ,
#4 0-4" TOPSOIL NO MOTTLING - NO WATER " :..NO MOTTLING - NO WATER ::; ' ^'.•; - I. Oct. 7, Q013 }�--+ /,�,, �". �I '"� /'� C�
4-48" MISC SAND AND GRAVEL FILL INRLIRA 77ON RATE 0 78 = 21 /MINUTE INFILIRA 77ON RATE ® -5' _ :THE ENGINEER OF. ANY D15CREPANCIE5. THE CONTRACTOR `:;I, 'P` - . ', ; s, �; . ;;.: 1. - g. �- C. ;. EX15TI NG : COI D I 1 IOMP
48-54` oR/ca/AL TOPSOIL U 36 /MwuIE ;SHALL NOT PROCEED WIT THE WORK UNTIL THE . ' IT'+, -1g
54-70" MED COPRSE SAND -LOOSE /9 0-4" ASPHALT THE STAKEOUT HAS MEET THE SATISFACTION a r
NO MOTTLING - NO WATER _ e" ; m ISI
4 1 M1SC SAND AND GRAVEL RLL OF THE ENGINEER AND, E OWNER.
. h r 51 T= PLAN
_„ 18-32' ORIGINAL SANDY TOPSOIL TEST PITS AND INFIL7RA176N TESTS BY . ': ` ,.:: - `'III tl v
#5 0-4 TOPSOIL 32-84" COARSE SA AND TOE NAGE ENGINEERING, P.C. 4. TME CONTRACTOR 50ALLI PROTECT EXISTING PAVEMENTS AND '. ^ _ . i C
4-i7" LOAMY SAND &GRAVEL; _ ND S N S 1 - 5 oN ✓UNE 5 IMPROVEMENTS TO REM FROM DAMAGE DL�iNG ,DEMOLITION AND
NO MOTTLING NO WATER + # , 2013
11-48" SAND & GRAVEL - M, DENSE 1NRLTRANDN RAT£ ®se = 32 MlNu7E - 13 ON JULY -' CONSTRUCTION ACTIYRE$: THE CONTRACTOR SHALL DEMOLISH
/ ;�`6 �L 20)3
4r.
48-72# COARSE SAND - LOOSE
:AND REMOVE THE EX15TIgG BULDI'IG5 AND. ALL PAVEMENTS. WALLS �
ZONING ADMINISTRATOR DA ✓�
NO MOTTLING _ NO WATER #10 NOT DUG - N -GRID ELECT. SERVICE NOT LOCATED AND OTHER EXISTING FEATURES INTERFERING WITH NEWNTRUCTION.
s COSI � v 4 2013 1
j�!�
J .. :, `. 15, 2013 SHEET I OP.q
DANE: JUNE
f
_
I
rt,
r
II kwo, 1, 11!. 1 7'-.. _.. .- _. �. .._ ,.. _. ......�-.-.,...-�. ._� __sir...._•_ ___ __. ..:. a�Tie xk:i'.:
/VLEGEND:
/BMJ
EXISTING TREEUNE
0 ,.
EXISTING
N TREES
QS
EXISTING SEWER MANHOLE
EXISTING DECORATIVE STREET LIGHT
C -CL
EXISTING UTILITY POLE
— — —
EXISTING OVERHEAD ELECTRIC
-- - - —
PROPERTY LINE
s
EXISTING SIGN
O
EXISTING CATCH BASIN
J�
DETAIL SYMBOL
-----w
EXISTING WATER MAIN
---s---- EXISTING SEWER MAIN
%Tf SIQEWALK
j1
CMnM SIDEWAM
r l• � ,. \ I — eNiRANC .. ^ "^^m`b' A, r' - ,� ''t - .tl Q
TF'
STONE F; TP ASPHALT
TP ASPHALT 10 'MASONARY -
\ EXISTNG 6" WATER " r Q PARKING WEER
.> ,.Y.xt "a 3 r e Z
�o
PARKING
2 4� 21'W PLANTER 31 _ - .' k} / `PLANTER
it 2 : ,;. ,.. ' -.ti MONITORING Q
\� so GAP LGT rt - R z. e2' S60°48'21"E „ TP 11
^ sll s, MAMtOLE:TO. WELL `1
\ A5 NECE55ARY 3 N601 L , ui' TO REMAW at BE SIGNS ED - I V
b TP 9 COtGTIOt{ -REMOVE 2.62 EX15T1IG HIGHWAY SIGNS "f
v' S' t
2
1:65.38' IRF \ z R! ;x„ a ttjV 51383 �IhJ Y
_ I u AS NECESSARY
. 105.64.^` :..f I a�w 77. T4' ,F. t708.28' sr �,. 89.95 N 4a I':' _
152.66' \ a -`
CONCRETE SIDEWALK _ S31°38'25 W
.. cv _-s _ .. . _ S27°68'37"W _ •- s,T �a 4154.13'. �Q
Gv S27 57'08"W X28°73'43"W- - - - S2 28 07'I/ `w ;'T'T`~I "" 29 34" —
;. .— CONCRETE SIDEWALK g S� _ nn
3B°W EX/5T6iG HISTORY STREET LIGHT tip
1
�'•� � / S28 07' I I
�Idl
.,� 17.71
J ---
_ Ti.. ,.,' - „_.,. :•- 1 t*sS z Irl .......... _ ..... -..,. N N N_
--_� I�.US.ROUTE INo. 9
z0 Y q
V �
CONCRETE SIDEWALK!
CONC$'TE SIDEWALK
T a d
�,
yy T
T
/ F ION r ,. to-
TEST PIT INFORMA -
}'1 0 4 TOPSOIL J'6 0 3 CRUSHED STONE PARKING #11 0-4 ASPHALT -- -
' a£rz.«rb'kM''m9i y: E-..�4,r , . z ,:+ .,, ,.�- -y y
4-10 LOAMY SAND & CRAY£L -DENSE 3-68' MISC SAND AND GRAVEL FILL 4-18" MISC SAND NOLGS 1� - 6 I ,": • • � r'^11 '' ri r " � � ;-. r� • ': ".EXISTNG SEWER T� '�'x ,x,.
AND GRAVEL FILL - - . I' '' .� , ,.rill ,... <:. _ 1
MANHOLE O ..�. Al
10-17" GREY DENSE 5/4 TY SAND & GRAAV£L `<68-78" ORIGINAL SANDY TOPSOIL 1 18-29" ORIGINAL SANDY TOPSOIL
17-56 SILTY SAND GRAVEL[ &COBBLES 1/ DENSE 78-108' MED/COARSE SANG -GOOSE 29-90` MED/COARSE SAND 1. BASE INFORMATION FOR 5 PLAN WA5 TAKEN FROM 11 "' V v
0 0
SLIGHT MOTTLING AT 14 NO NATER NO MOTTLING - NO WATER N NO MOTTLING - NO WATER A BOUNDARY AND TOPOGRAPHIC SURVEY DATED AUGUST 5. 2005 Existing; -,Site Statistics eon m
INFILTRATION RATE 0 84' - 10/MINUTE INFILTRATION RATE 0 72" = 12%MINUTE PREPARED BY VAN DU5 AND STEVE5.LAND-SURVEYORS "`'~ 1 NOTICE
X12 0-4" TOPSOIL : r.
',
�I c I
" _ _ " TAX MAP PARCEL :255-1-52 and'53 t ., :. L'I'- CALL BEFORE W 0 In o
4-13 LOAMY SAND & GRAVEL ,y7 0 3 CRUSHED STONE PARKING #12 0.8 TOPSOIL - <. .•� a 3 yam_ ,- ,,,,_. QR YOU. DIG :� ,- --
2. UTILITY LOCATIONS MC ED ON THIS PLAN ARE °,
13-24 V. DENSE SAND & GRAVE ' 51-68 -:MISC SAND AND GRAVEL RLL '$-36" MISC SAND AND GRAVEL FILL : ~v... ZONING,HIGHWAY O '''' - i'';: DIG SAFELY NEW ;YORK d - -°
COMMERCIAL INTENSIVE ,- z z
24-s3" M. DENSE SILT, SAND &GRAVEL s5t-58' ` ORIGINAL s " r APPROXI•WTE. 111E CONTjtAGjOR SHALL NOTIFY.ALL _.
ANDY TOPSOIL 36-46 ORiG/NAL SANDY TOPSOIL ,.•y ;. y , 1^BOO^%2^7%2 r pJ rn m
NO MORUNG VISIBLE 8UT WATER AT 33" 58-110' COARSE SAND 46-90` MEO COARSf SAND UTI.l7Y OWNERS PRIOR TO THE COMMENCEMENT OF x:, 517E AREA�',6.21 ACRES [270.307 sf� ~SITE _PLAN 35,-2013 :..�,
/ WORK. THE CONTRACTOR. SMALL VERIFY ,THE ACCURATE
48 HOURS `NOTICE REQUIRED"
NO MOTTLING NO WATER NO MOTTLING _ NQ WATER
3 01 TOPSOIL I :.INFILTRATION RATE 0 80" =...17%MINUTE INF70RA77ON RATE 0 66' = 12-11M/NUTE LOCATIONS THE FIELD AND NOTIFY THE ENGINEER '
6-16" LOAMY SAND & GRAVEL -r . " : - EXI5T�NG 51TE UTILIZATION
16-28" MED SAND &GRAVEL - V. COMPACT 1yB 0-4 TOPSOIL y13 0-4 ASPHALT OF ANY DISCREPANGIE5. THESE PLANS HAVE BEEN AP VED UNDE$,,;T1UTF{ORITI
BUILDWG AREAS ;';18.379 sf 6.87. , OF A RESOLUTION ADOPTED„ BYyTNE EtANNING
28-70` MED SAND & GRAVEL SOME SILT- MED, DENSE ,4-40 MISC SAND AND GRAVEL RLL -'4-36 MISC SAND AND GRAVEL FILL 3. THE CONTRACTOR SHALL, $TAKEOUT ALL PROP05ED . ' ', 180AR0 OF THE 0
PAVEMENTS+ •'104.610 sf - 38.77 T WN.,OF- EENSBU Y, N
ROOTS TO 44" - MOTTLING AAT 55"- WATER Al62" ;' 40-52" ORIGINAL SANDY TOPSOIL 36-43A ORIGINAL SANDY roaso¢ ' WORK. INCLUDING FI'I5hED GRADE ELEVATIONS. ` • ;~- , THE FOLLOWING -CONDI ONS . Revisions > '
52-84 COARSE SAND AND STONES r:''43-88 MED/COARSE SAND 'PRIOR TO THE ST '0! GO O 1. PERMEABLE AREAr 147.318_.sf ,.54.57. ,' §
ART CONSTRUCTION AND NOTIFY , ,
#4 0-4" TOPSOIL NO MOTTLING - NO WATER " :..NO MOTTLING - NO WATER ::; ' ^'.•; - I. Oct. 7, Q013 }�--+ /,�,, �". �I '"� /'� C�
4-48" MISC SAND AND GRAVEL FILL INRLIRA 77ON RATE 0 78 = 21 /MINUTE INFILIRA 77ON RATE ® -5' _ :THE ENGINEER OF. ANY D15CREPANCIE5. THE CONTRACTOR `:;I, 'P` - . ', ; s, �; . ;;.: 1. - g. �- C. ;. EX15TI NG : COI D I 1 IOMP
48-54` oR/ca/AL TOPSOIL U 36 /MwuIE ;SHALL NOT PROCEED WIT THE WORK UNTIL THE . ' IT'+, -1g
54-70" MED COPRSE SAND -LOOSE /9 0-4" ASPHALT THE STAKEOUT HAS MEET THE SATISFACTION a r
NO MOTTLING - NO WATER _ e" ; m ISI
4 1 M1SC SAND AND GRAVEL RLL OF THE ENGINEER AND, E OWNER.
. h r 51 T= PLAN
_„ 18-32' ORIGINAL SANDY TOPSOIL TEST PITS AND INFIL7RA176N TESTS BY . ': ` ,.:: - `'III tl v
#5 0-4 TOPSOIL 32-84" COARSE SA AND TOE NAGE ENGINEERING, P.C. 4. TME CONTRACTOR 50ALLI PROTECT EXISTING PAVEMENTS AND '. ^ _ . i C
4-i7" LOAMY SAND &GRAVEL; _ ND S N S 1 - 5 oN ✓UNE 5 IMPROVEMENTS TO REM FROM DAMAGE DL�iNG ,DEMOLITION AND
NO MOTTLING NO WATER + # , 2013
11-48" SAND & GRAVEL - M, DENSE 1NRLTRANDN RAT£ ®se = 32 MlNu7E - 13 ON JULY -' CONSTRUCTION ACTIYRE$: THE CONTRACTOR SHALL DEMOLISH
/ ;�`6 �L 20)3
4r.
48-72# COARSE SAND - LOOSE
:AND REMOVE THE EX15TIgG BULDI'IG5 AND. ALL PAVEMENTS. WALLS �
ZONING ADMINISTRATOR DA ✓�
NO MOTTLING _ NO WATER #10 NOT DUG - N -GRID ELECT. SERVICE NOT LOCATED AND OTHER EXISTING FEATURES INTERFERING WITH NEWNTRUCTION.
s COSI � v 4 2013 1
j�!�
J .. :, `. 15, 2013 SHEET I OP.q
DANE: JUNE
f
_
I
rt,
r
II kwo, 1, 11!. 1 7'-.. _.. .- _. �. .._ ,.. _. ......�-.-.,...-�. ._� __sir...._•_ ___ __. ..:. a�Tie xk:i'.: