2011-367 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20110367 Date Issued: Tuesday, February 12, 2013
This is to certify that work requested to be done as shown by Permit Number P20110367
has been completed.
Tax Map Number: 523400-303-020-0002-042-000-0000
Location: 144 RIVER St
Owner: 144 RIVER STREET, LLC
Applicant: 144 RIVER STREET, 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 the
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: P20110367 Application Number: A20110367
Tax Map No: 523400-303-020-0002-042-000-0000
Permission is hereby granted to: " 144 RIVER STREET. LLC
For property located at: 144 RIVER St
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: 144 RIVER STREET, LLC Demolition
C/O ROBINSON& SON, LLC
PO BOX 432 Total Value
HUDSON FALLS,NY 1283.9-0000
Contractor or Builder's Name/Address - Electrical Inspection Agency
MCKENNA CONSTRUCTION
639-8683 /361-3527
562 WEST Rd
FORT ANN NY 12827-0000
Plans&Specifications
2011-367
DEMOLITION OF GARAGE& SHED
$30.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,August 09,2012
(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 Toeensb sc]ay,August 09,2011
SIGNED BY for the Town of Queensbury.
Director of ding&Code Enforcement -
..--
MQ '/� OFFICE USE ONL �Q r—r- •_ i
� TAX MHO, PERMIT N0, d FEE PAID '
iPermission is hereby granted to the above named Applicant to demolish the building( D
described herein as set forth in the Application below. ,
JUL 2 6 2011
Director of Building&Codes Date ' NSBURY i
--'TptltlN_C)f QUEE pES /
BUILDING�Ct�
APPLICATION FOR DEMOLITION PERMIT.
Fill in applicable spaces and submit two (2) plot plans, drawn to scale,,showing lot
boundaries with dimensions and adjacent roads / streets. Show all existing structures
on the property and indicate which are to be demolished. Indicate on the plot plan the
location of all utilities. )
APPLICANT/BUILDER: ��1W�1 MCl/(AI/I I Al'-11
OWNER: I/Vi
ADDRESS: 2 r� / ADDRESS:_( L y + V14-J':41g-/'
PHONE NOS. �^ PHONE.:-
PERSON RESPONSIBLE FOR WORK: S(i,G+W,,-J ( �,(„^ PHONE: 26 7"-Y S Z
LOCATION OF DEMOLITION: "l Ll �� 1.f -
WHERE WILL DEMOLITION MATERIAL BE DISPOSED C 1K
ASBESTOS INFORMATION:
✓ Is there any asbestos within the building +o be demolished? YES NO
✓ If YES, our office needs the following info, mation:
o Name of firm removing the asbes.ios:
o License number of firm:
o, Indicate where the asbestos material will be disposed:
NOTE:A copy of Asbestos Removal Report must c-e filed with our office before demolition begins.
STRUCTURE INFORMATION:
✓ Indicate which structure(s)will be demolished: RESIDENCE GARAGE BUSINESS_
St�.c STORAGE BLDG� OTHER
✓ Size of structure: 2 X l
✓ Number of stories: _� �' 8 ��
✓ Foundation type: FULL CELLAR CRAWL SPACE SLAB
✓ Foundation: WILL BE REPLACED � WILL NOT BE REPLACED
✓ Structures(s): WILL BE REPLACED WILL NOT BE REPLACED
UTILITIES INFORMATION:
✓ Indicate utilities for this structure: GAS ELECTRIC PROPANE
PUBLIC WATER ONSITE WELL-WATER PUMP PUBLIC SEWER
/V�
Have you notified the Town Water Dept. for public water and public sewer disconnect? YES NO
Have all utilitie e n disconnected: YES NO
—
CQUESTIONS
761.8256 OR EMAIL
ensburv.net
R R MORE INFORMATION
nsburv.net
SIGNATURE OF APPLICANT
Town of Queensbury- Community Development Office 742 Bay Road, Queensbury, NY 12804
t
Demolition Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building &Code Enforcement Arrive: am/pm Depart: A ' am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: /
NAME: AD ,S PERMIT NO.:
LOCATION: 1 r' INSPECT ON:
Comments and/or diagram
Y N N/A
Gas Shut-off
Water Shut-off
Electric Disconnected
Asbestos Removed/ Documentation
Property Cleaned Up and Graded
Okay to Issue Certificate of Compliance
Demolition Inspection Report 11 27 12
Framing / Firestopping Inspection Report
Office No. (518)761-6256 Date Inspection request received: Q/77/-1
Queensbury Building&Code Enforcement Arrive: r am/ rt: m/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials: c.
NAME: PERMIT*
LOCATION: INSP CT ON: l o
TYPE OF STRUCTURE:
Y MIA COMMENTS:
Frami —.---
Attic Access 2Z x 30" minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 % w 16 gauge 8 16D naus each stile
Draft stopping 1,000 sq.ft floor trusses
Anchor Bolts 6 ft. or less on center
Ice and water shield 24 inches from.wall
Fire separation 1, 2, 3 hour
Fire wall.2, 3, 4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side%inch or 518 inch Type X
Garage side 5/8 inch Type X
Ceiling1wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (i11f7 -
5.7 sf above/below grade
5.0 sf grade
L:13u]WhV&Codes Forn►s-OLDeufidin0&Code$Hnspeftn FonnslFrarning FirsstoWnp Inspection Repott.doc Revised January 7,20M
i
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PROPO ED 4'; WIDE / NUT AT
=' POINTING ARROW
........ RIP -RAP OUTLET;, 195.75t ELEV.
EXISTING DITCH TO BE CLEANED AND 12" HDPE : • ! ' h
MAINTAINED AS GRASS LINED 'DITCH � INV. EL. 196.5 = _ _P. ROP,O D GRASS PROPOSED SEDIMENT
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AREA
' 157, 648 sq. ft. , ROPOSED 12'
- "�
3.62 acres CULVERT
p `,�`— 194.5f
PROPOSED GRAVEL 1 a
PARKING AREA 1 / r,� ,`%TF=
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APPROXIMATE LIMIT �� l %' l.' / l l
OF WET AREA
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RESERVE AREA FOR FUTURE SEPTIC s
SYSTEM REPLACEMENT, FlLL SYSTEM, - _
O I
1,000 GAL SEPTIC TANK AND PUMP / �. ss• 00'
TANK, 64LF ELJEN BIOMATS 101 �s
10t-0"
O.C. MAX.
L
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i
36" FENCE POST
DRIVEN MINIMUM 1f"
INTO GROUND
SILT STOP EMBED
IN GROUND 8" MIN.
IRS'`
SOIL BACKFILL
Off/
4Z' PERSPECTIVE
36" FENCE POST
z
SILT STOP EMBED
N IN GROUND 8" MIN.
FLOW -
Z ��,,\ UNDISTURBED
GROUND
lk
SECTION
SILT FENCE DETAIL
N TS
/
/
/
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GRADING PLAN
SCALE: 1 "=20'
22' TOTAL DRIVE WIDTH
10 (AT MAIN ENTRANCE)
1 /4' PER FOOT (29.)
I I I=1 I ICI 11=1 11=I I I I � 1=1 I I III l I 1-1 I I�I.11-1 11-1 11=1 I I:
COMPACTED SUBGRADE DRIVEWAY - 61SC ENED GRAVEL, NYSDOT
304-1 TYPE 2)R WELL COMPACTED
BANK RUN GRA VELAS EEDED TO
PROVIDE SUBBASE IEL DRIVEWAY
DRIVEWAY SECTION
NTS
i
STORMWATER RUNOFF SUMMARY
EXISTING 50-YEAR 1 3.59 CFS
PROPOSED 50-YEAR
3.41 CFS
EROSION CONTROL IMPLEMENTATION SCHEDULE
PRACTICE
IMPLEMENTATION TIME
DURATION OF PRACTICE
ENTIRE PROJECT (REMOVE AFTER
SEDIMENT CONTROL FENCE
PRIOR TO CLEARING AND SOIL
DISTURBANCE
FINAL SITE STABILIZATION AND
VEGETATION ESTABLISHMENT)
SWALES & PONDS
DURING FINAL SITE GRADING
PERMANENT
SEEDING & OTHER
AFTER FINAL SITE GRADING
PERMANENT
VEGETATION STABILIZATION
EROSION & SEDIMENT CONTROL NOTES
1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK
PHASES, SEDIMENT CONTROL FENCE SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN.
2. AFTER EVERY STORM SEDIMENT CONTROL FENCE SHALL BE INSPECTED FOR FAILURES OR
SEDIMENT ACCUMULATION, AND ANY FAILURE SHALL BE IMMEDIATELY CORRECTED.
3. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF FINAL SITE
GRADING TO PREVENT EROSION. TEMPORARY RAPID GROWTH COVER CROPS, SUCH AS ANNUAL
RYEGRASS MAY BE USED FOR, TEMPORARY SURFACE STABILIZATION.
4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN EROSION
AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE SOIL AND
WATER CONSERVATION SOCIETY.
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STATE HIGHWAY & ROAD INTERSECTION DETAIL
SCALE: 1 "=20'
TOWN OF QU , RY
copy 13UIL.DING DE A NT
l9nee
Based on our limped sxl:t not be ��tC
WIQI out CAf�1ft1ef1� S d(!'3ows are 1 f
' andrA s Y' too wlll5b uilSi Cpola
• New Yak State.
z.
i w - TAX PARCEL # 303.1U-1-41
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
3
REVISED PARKING & DRAINAGE - FOR SITE PLAN MODIFICATION
4107109
2
APPROVAL CONDITIONS
6/2/08
1
TOWN ENGINEER COMMENTS
5/20108
0
ISSUED FOR SITE PLAN REVIEW
3112108
TAPER TO MEET
N o
Revisions
Date
EXISTING GRADE MAP REFERENCE
PROPERTY LINES, BO NDARY INFORMATION
GRADING PLAN
AND TOPOGRAPHY T. KEN FROM "MAP OF A
prepared for.
TOPOGRAPHIC SURVE MADE FOR ROBINSON
Robinson & Son, LLC
& SON, LLC DATED FEBRUARY 26, 2008
144 River St.
PREPARED BY.
an u S e.
Town of Queensbury, Warren County, New York
St4 Ves
Drawn: LWD
Checked: GTH
Scale: NOTED
Date: 3/3/08
Land rveyora
169 Haviland Road
Queensbury, NY 12804
169 Haviland Road bury, New York 12804
t-lnork
(518) 745-0307 Phone
29317-� 1-S3
(518) 792-8474 Lie. No. 50135
Hutchins Engineering (518) 745-0308 Fax
TOWER #97 / MAGNETIC AUGUST 1969
— LANDS N/F 01V NATIONAL zoo IONAL GRID /
• — �/o� P � � lip
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OENCHMARK
PRORO'ED 4, WIDE ' NUTAT
'IVD RIP -RAP OUTLET, L. 19 .75#POINTINGARROW
12 HDPE ELEV=201.19
EXISTING DITCH TO BE CLE
' MAINTAINED AS GRASS LI 'ED fNED0l AND
IN EL. 196.5 __ / h
f ; - 0 _ _PROP,O ED GRASS PROPOSEDi SEDIMENT
PROPOSED 4' WIDE _ M #� ' L ED DITCH CONTROLFENCE
RIP -RAP OUTLET, 'EL. 19Z50.+ 12 HDOE -- /
X + IN EL. 19f.2..
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APPROXIMATE ED�`E - ._.. _._ . _ _ - - �` 42 ~
OF WET AREA -
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ARN/G �:...... F NV. 194.Ot o ��
ARAGE ' ... .... ...... ..... �. .. '.... .. .
,...
PROPOSED SHALLOW DETENTION POND; ...... - :.... ... ....
. ...
.. .
150 SF BASE FOOTPRINT, : .. .. t .... ...
1000 CF TOTAL VOLUME �:; , ..............' .'.. '� T:tv yY .
. _ ......
.... ..: _ ............:... ........... , rss ....... e� T so•. .
N T� �` �/4 r OF
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... W PROPOSED 1 ,
EXISTING SWALE ,,'..'...�. O HDPE CULVERT; '
Ilt i ' INV. 194.2#
\ f ill O O
\ INV. 194.4t 1 w� �o�•
AREA
\.
' a,
157,648 sq. ft. \ .'
ROPOSED 12" I c \
3.62 acres: -- ;' DPf CULVERT i
p c. \194.5f /
r
. PROPOSED GRAVEL
f PARKING AREA r.'/ � %Tf5.51' [� � � t
'IRS � / /i
APPROXIMATE LIMITS
OF WET AREA ► : / / / / / / / � •• p�' •� . _ �`1 : s
/ / 8,607r" q. ft. /
:t f `
L � , la ;` : 0 2d cres \
1, /� / tC�
Nr,�IST•ING.••TOWN. TER \ 6/
N6: LOCATION �' ►+
/ ? � 1 •,' � . � � � AP.ISRO�pMATE ' , i -. ► �
is
RESERVE AREAI=OR FUTURE SEPTIC S Al
SYSTEM REPLACIENT, FlE L SYSTEM, - _.
1,000 GAL SEPW TANK AND PUMP S5.00
TANK, 64LF ELJEN 1310MA TS Nrs ° r0
10'-0"`
O.C. MAX. �'• /.
/ OW
36" FENCE POST ; /
DRIVEN MINIMUM�\O`9; ,-�
INTO GROUND 4� �� M
o-kom\
/ /
SILT STOP EMBED /
o�
PERSPECTIVE
IN GROUND 8" M1N. >.
SOIL BACKFILL
i
36" FENCE POST
z
SILT STOP EMBED
N IN GROUND 8" MIN.
FLOW -- ,
z/��\ � UNDISTURBED
GROUND
SECTION
SILT FENCE DETAIL
NTS
GRADING PLAN
3; SCALE: 1 "--20'
!:k
22' TOTAL DRIVE WIDTH
40 (AT MAIN ENTRANCE)
1 /4" PER FOOT (29a) TAPER TO MEET
EXISTING GRADE
V hi
p COMPACTED SUBGRADE
TTh= q 7;
'=1 I I -III III III -II I-1 I I � 1-1 I I -I 11-1 11-
M=
DRIVEWAY - 6" SC ENED GRAVEL, NYSDOT
304-1 TYPE 2 OR WELL COMPACTED
BANK RUN GRA VEL AS EE I ED TO
PROVIDE SUBBASE BEL. DRIVEWAY
DRIVEWAY SECTION
NTS
STORMWATER RUNOFF SUMMARY
EXISTING 50-YEAR 1 3.59 CFS
PROPOSED 50-YEAR
3.41 CFS
EROSION CONTROL IMPLEMENTATION SCHEDULE
PRACTICE
IMPLEMENTATION TIME
DURATION OF PRACTICE
PRIOR TO CLEARING AND SOIL
ENTIRE PROJECT (REMOVE AFTER
SEDIMENT CONTROL FENCE
DISTURBANCE
FINAL SITE STABILIZATION AND
VEGETATION ESTABLISHMENT)
SWALES & PONDS
DURING FINAL SITE GRADING
PERMANENT
SEEDING & OTHER
VEGETATION STABILIZATION
AFTER FINAL SITE GRADING
PERMANENT
EROSION & SEDIMENT CONTROL NOTES
1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK
PHASES, SEDIMENT CONTROL FENCE SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN.
2. AFTER EVERY STORM SEDIMENT CONTROL FENCE SHALL BE INSPECTED FOR FAILURES OR
SEDIMENT ACCUMULATION, AND ANY FAILURE SHALL BE IMMEDIATELY CORRECTED.
3. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF FINAL SITE
GRADING TO PREVENT EROSION. TEMPORARY RAPID GROWTH COVER CROPS, SUCH AS ANNUAL
RYEGRASS MAY BE USED FOR _ TEMPORARY SURFACE STABILIZATION.
4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN EROSION
AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE SOIL AND
WATER CONSERVATION SOCIETY.
/
/
/
/
iTYp'/ A� R RAD/US
Cy S/O�c'�/
/
W
/
4 ' /
/
ROPOSED DR/VF /// /
N �
/
/
/
STATE HIGHWAY & ROAD INTERSECTION DETAIL
SCALE: 1 "--20'
TAX PARCEL # 303.2U-1-qZ
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL
ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
J
3
REVISED PARKING & DRAINAGE - FOR SITE PLAN MODIFICATION
4107109
2
APPROVAL CONDITIONS
6/2/08
1
TOWN ENGINEER COMMENTS
5/20108
0
ISSUED FOR SITE PLAN REVIEW
3112108
MAP REFE1
ENCE
INDARY INFORMATION
No.
Revisions
Date
GRADING PLAN
PROPERTY LINES, 801
AND TOPOGRAPHY TAKEN
TOPOGRAPHIC SURVE
& SON, LLC" DATED
FROM "MAP OF A
MADE FOR ROBINSON
EBRUARY 26, 2008
prepared for:
Robinson & Son LLC
PREPARED BY:
144 River St.
Town of Queensbury, Warren County, New York
u s e�
Drawn:
LWD
Checked: GTH
Scale: NOTED
Date: 3/3/08
St
Ves
169 Haviland Road
Queensbury, NY 12804
Hutchins_ (518) 745-0307 Phone
n ineering (518) 745-0308 Fax
29317-01-S3
Land Surveyors
169 Haviland.Road 4
(518)' 792-8474 NewTork
ueensbury, New York 12804
Uo. No. 60135_