2012-117 ,1111111K,
TOWN OF QUEENSBURY
742 Bay Queensbury,NY 12804-5902 (518)761-8201
� Road,Q rl>
i
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: P20120117 Date Issued: Friday, June 29, 2012
This is to certify that work requested to be done as shown by Permit Number P20120117
has been completed.
Location: 303 AVIATION Rd
Tax Map Number: 523400-301-007-0002-004-000-0000
Owner: RANDY SAVAGE
Applicant: RANDY SAVAGE •
This structure may be occupied as a:
Deck By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property ci)j4
owner of the responsibility for compliance with Site Plan, Variance, or vv
other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement
or Zoning Board of Appeals.
TOWN OF QUEENSBURY
stiVIA
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
11A4Y
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20120117 Application Number: A20120117
Tax Map No: 523400-301-007-0002-004-000-0000
Permission is hereby granted to: RANDY SAVAGE
For property located at: 303 AVIATION 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 Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: RANDY SAVAGE Deck $2,200.00
JANICE BLAIR Total Value $2,200.00
303 AVIATION Rd
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2012-117
12' x 22' Deck
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, March 27,2013
(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.)
eivDated at the Town Quee ury• 4I'ue1: A j ' 27,2012
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
OFFICE USE ONLY 22 n/7 ,
TAX MA O. ( A PERMIT NO. /r)—. / ; .
FEE PAID ` DG. &CODES APPROVAL ra9
MAR 2 1 2012
TOWN OF QUEENSBURY„,
ACCESSORY STRUCTURE BUILDING PERMI 4 -,.;I . - ` - I
Use this application for any structure other than the Principal Structure (house) to include, but not limited to:
garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED
A VALID BUILDING PERMIT.
OWNER: /1/1-)CE))/ 5/4(46.1 INSTALLER/BUILDER:
ADDRESS: ,3G3' AUIr9Tto N .RJ ADDRESS:
PHONE NOS. S/R 321 38g PHONE NOS.
LOCATION OF PROPERTY: C ua4R,ua,Qct6z,Y (sot. 7 -2 -`j',SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: Wi,4Q Q / /IocA1it
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? DYES ❑ NO
IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: x/-20// Z/51//
ESTIMATED COST OF CONSTRUCTION: $2.2 0 0 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? /.E$
IF YES,PLEASE LIST: 5-4.41)
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
ST ND PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK .2 7.2
3 SEASON, COVERED OR ENCLOSED PORCH'
BOATHOUSE
•
•
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
OTHER ACCESSORY STRUCTURE:
*CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO].REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
To the best of my knowledge, the statements contained in the application, together with the plans
and specifications submitted, are a true and complete statement of all proposed work to be done
on the described premises and that all provisions of the Building Codes, the Zoning Ordinance,
and all other laws pertaining to the proposed work shall be complied with, whether specified or
noted, and that such work is authorized by the owner. Further, it is understood that I/we shall
submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested
by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed
surveyor, drawn to scale, showing actual location of all new
construction.
QUESTIONS? CALL 761-8256 OR EMAIL
codes .queensbury.net
I have read and agree to the above.
VISIT OUR WEBSITE FOR MORE INFORMATION
www.queensbury.net
Signed cr/l-tidviV• Dated: 5/0//2
Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804
"h - (. 3 6-1
Queensbury Building & Code Enforcement - Residentiaam rs inal Inspection
Office No. (518) 761-8256 Arrive: lj a -�•io Al-part: 7/ift a, pm
Date Inspection request received: Inspector's Initials!;/
NAME: fcl%fid. Gt0 Q PE'MIT#: / a - I
LOCATION: 3 0 A-NO keg 9-i o.0 DATE: (1 -A$ .1 A.
TYPE OF STRUCTURE: t e C
‘ 0 j� -C.iU;Comments:
Yes No N/A
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches r
Roof Complete/Exterior Finish Complete
t/N'
Platform at all exterior doors
Handrail 4 or more risers
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more >� M� �� s
Handrail Termination at Newell Post or Wall C`' � ��
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy I trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test Certification
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'/"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door I door closer
Gas Logs in Sealed or Glass Enclosure
Final Electrical; Energy Saving Light Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
lex Gas Pipe Bonding
I / As Built Septic System/Sewer Dept. Inspection Sticker
v Site Plan /Variance required
4y�
Flood Plain Certification,if required
Okay to issue C/C or C/O[Temporary/Permanent] 7 t
L:\Building&Codes Forms\Building&Codes\Inspection Fomis1Residential Final Inspection Form_revised_100405.doc; Revised
January 7,2008; Revised 6/26/08; Revised 12/22/10, Revised 04/13/11
rn nc az ( &er3)
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: y
Queensbury Building&Code Enforcement Arrive: am/pm Dep
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: f ,�i
c:
NAME: / q(v -SCM 2 PERMIT#:
LOCATION: , 14-i}t INSPECT ON: A
TYPE OF STRUCTURE:
Comments
pLetts Oaf( Ra.A6
Y 1 N N-./A F
ootings
W
Piers �Ln(,, p0 e.
Monolithic Slab C�
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
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building &Codes Forms\Building&Codes\Inspection Fors\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
The Fiume Depot#6160
£20 ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
Thu May 1911:19:03 2011
The materials for this project will cost$1864.04
RANDY SAVAGE
DECK D [ a nn
In!
108620 1J
3D View
P�Ali 2 2 2012
TOWN OF QUEENSBURY
BUILDING& CODES
•
OF QUEENSBURY
Ialli
III
� ( ,., EEN. a .�e.,'SBIURL, T.
/ ', Niii-x' ed By: — 4
. `iP i, I .q- . J. . r . — . 7. . ,,• >....'► JC_`e■
mss'... i ' . , ' ' :.r, . .
I.
i . lip i , •g i i TOWN OF G�.�rti-.• - ''�
I. . �� I;�l�ll
iii1''
. 1. M -.tl - Ill IRY
BUILDING DE c lance
I Based on our limited examnation,comp
0 �� with our comm I�nssanr i5 efications a can
indicating the p Booing Codes of
full compliance with the B .. 9
#F IT!i New York State.
„E.FIICOPY
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
5/19/2011
RANDY SAVAGE
DECK
108620
Materials for Deck:
Qty UOM SKU Use Description
52 EA 302477 Balusters 2X2-8 PT#1 WEATHERSHIELD
2 EA 155465 Beam 2X10-8#2 WEATHERSHIELD
6 EA 255781 Beam 2X10-12#2 WEATHERSHIELD
14 EA 167894 Decking 5/4X6-10 PT PREM-WEATHERSHIELD
1 EA 168768 Decking 5/4X6-8 PT PREM-WEATHERSHIELD
36 EA 168793 Decking 5/4X6-12 PT PREM-WEATHERSHIELD
10 EA 168768 H Top Rail 5/4X6-8 PT PREM-WEATHERSHIELD
1 EA 155465 Joist 2X10-8#2 WEATHERSHIELD
15 EA 255781 Joist 2X10-12#2 WEATHERSHIELD
2 EA 256276 Post 4X4-8#2 PT
5 EA 258132 Post 4X4-12#2 PT
11 EA 256276 Railing Post 4X4-8#2 PT
1 EA 155465 Rim Joist 2X10-8#2 WEATHERSHIELD
7 EA 255781 Rim Joist 2X10-12#2 WEATHERSHIELD
1 EA 255974 Stair Stringer 2X12-8#2 WEATHERSHIELD
1 EA 167894 Step Tread 5/4X6-10 PT PREM-WEATHERSHIELD
1 EA 168768 Step Tread 5/4X6-8 PT PREM-WEATHERSHIELD
10 EA 168768 Vert Top Rail 514X6-8 PT PREM-WEATHERSHIELD
Standard Deck Materials
8 EA 865889 2x10 Joist Hanger LUS210Z DOUBLE SHEER HANGER Z-MAX
4 EA 669421 4x4 Post Foot Brkt ABA44Z 4 4 STANDOFF POST BASE Z-MAX
30 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8
30 EA 538892 Beam Nut HEX NUT GALV 1/2
30 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2
1 EA 599916 BItUpBeam Nail 16D5HDG 5LB. BOX OF 16D HDG NAILS
22 EA 169765 Conc In-Gnd 80LB. QUIKRETE CONCRETE MIX
4 EA 734283 Concrete Deck Block DECK-SO-PORT 50LBS
3 EA 258132 DiagBrac Joist 4X4-12#2 PT
1 EA 192708 DiagBrac Joist Nail 16D 3-1/2" HOT GALV COMMON 5 LB
3 EA 439398 Flashing DECK LEDGER FLASHING WHT GALV 8FT
2 PK 462810 Hanger Nails 2x10 N10DHDG 1LB. BOX OF N10DNAILS
1 EA 192708 Joist Framing Nails 16D 3-1/2" HOT GALV COMMON 5 LB
18 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2
18 EA 928607 Ledger-Bolt LAG SCREW GALV 1/2 X 6
44 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8
44 EA 538892 Rail Post-Nut HEX NUT GALV 1/2
44 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2
1 EA 599916 RimJoist Nails 16D5HDG 5LB. BOX OF 16D HDG NAILS
6 EA 208413 Stair Hanger LSU26Z 2X6 ADJUSTABLE HANGER Z-MAX
Decking:Treated Southern Pine No. 2
1 EA 283341 Deck Screws SMGY 3"COMP.DECKSCREW-GRAY-25 LB. BCKT
1 EA 290059 Fascia Screws SMGy 2-1/2"COMP.DECKSCREW-GRAY-5 LB.
The total cost of in stock materials is $1864.04 plus tax.
This estimate was created on 5/19/2011 and is valid for 3 business days.
Parameters from UBC.cod parameter file.
Parameters used for Deck 1: 80 psf live load, 48 inch footing depth.
Parameters used for Deck 2: 60 psf live load.
WARNING:
THIS IS NOT A FINAL DESIGN PLAN.VARIATIONS IN BUILDING CODES, SPECIFIC ARCHITECTURAL
CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE
FOR THE FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE,AND STRUCTURAL SAFETY OF THIS
DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING
INSPECTOR.
THE COMPANY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM.
ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE
REASONABLE AND ACCURATE.
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
Thu May 19 11:19:03 2011
The materials for this project will cost$1864.04
RANDY SAVAGE
DECK
108620
Deck Layout
•
® •
•
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518)798-8301
Thu May 1911:19:03 2011
The materials for this project will cost$1864.04
RANDY SAVAGE
DECK
108620
Post Layout for Deck 1
I N
1 N N)
I �
W n cn
'
Z.
12' - { 12'
0' lo" ;
411----110' 10"
7'
I • • 6'
4 ' 7"-___411
2' 6" •
1 I t
0-11' 2"
1'
BasePoint
W I '
LTI
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
Thu May 1911:19:03 2011
The materials for this project will cost$1864.04
RANDY SAVAGE
DECK
108620
Deck Dimensions for Deck 1
22' 8"
•
co co
•
W
•
Deck 1
—5' 7" 17' 1"
5' 7" 17 1"
— — — 22' 8"
Joist Spacing = 16 in. o.c.
Baluster Spacing = 3 3/4"
Toe Spacing = 3 3/4"
Railing .Height = 36"
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518)798-8301
Thu May 1911:19:10 2011
RANDY SAVAGE
DECK
108620
Construction Specifications
deck 1:
Construction Method = Beam to Side of Post
Footing Type= In-Ground
Live Load =80
Dead Load = 10
Decking Spacing =0 1/4"
Joist Spacing =16"
Beam Spacing= 124"
Post Spacing =60"
Decking=5/4X6 Treated Southern Pine No. 2
Beams =2X10 Treated Southern Pine No. 2
Joists =2X10 Treated Southern Pine No. 2
Posts =4X4 Treated Southern Pine No.2
Deck Height=31"
Diagonal Bracing =Yes
Deck Skirt=No
Joist Overhang = 12"
Beam Overhang= 12"
Decking Deflection Factor=360
Joist Deflection Factor=360
Beam Deflection Factor=360
Pref Decking Size=ML5/4x6
Pref Joist Size=NONE
Pref Beam Size=NONE
Pref Post Size=NONE
Diag Brace Height 1 =24" in
Diag Brace Height 2 =24" in
Railing 1:
Railing Height=36"
Baluster Spacing= 3 3/4"
Railing 2:
Railing Height=36"
Baluster Spacing=3 3/4"
Railing 3:
Railing Height=36"
Baluster Spacing=3 3/4"
Railing 4:
Railing Height=36"
Baluster Spacing =3 3/4"
Stair 3:
Step Width =36"
Step Height=8"
Step Rise=8"
Step Run= 11"
Stringers =2X12 Treated Southern Pine No. 2
Risers =2X6 Treated Southern Pine No. 1
Treads=5/4X6 Treated Southern Pine No. 2
Railing 9:
Railing Height=36"
Baluster Spacing=3 3/4"
Railing 10:
Railing Height=36"
Baluster Spacing=3 3/4"
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518) 798-8301
Thu May 19 11:19:03 2011
The materials for this project will cost$1864.04
RANDY SAVAGE
DECK
108620
Post Layout for Deck 2
w
' I
2' 9"J11 —,2' 9"
2 43"-41111 - - 3�� - - - - - -
BasePoir1L =mak 2 f r
w
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518)798-8301
Thu May 19 11:19:03 2011
The materials for this project will cost$1864.04
RANDY SAVAGE
DECK
108620
Deck Dimensions for Deck 2
— -- -3' 3"
w w w
Deck 2
- - 2' 4 ----- 3' 3"
3' 3"
Joist Spacing = 16 in. o.c.
Baluster Spacing = 3 3/4
Toe Spacing = 3 3/4"
Railing Height = 36"
The Home Depot#6160
820 ROUTE 9, QUEENSBURY, NY 12804
(518)798-8301
Thu May 19 11:19:15 2011
RANDY SAVAGE
DECK
108620
Construction Specifications
deck 2:
Construction Method = Beam Flush With Joist
Footing Type=Pier
Live Load =60
Dead Load = 10
Decking Spacing =0 1/4"
Joist Spacing = 16"
Beam Spacing=39"
Post Spacing=36"
Decking =5/4X6 Treated Southern Pine No. 2
Beams =2X10 Treated Southern Pine No. 2
Joists=2X10 Treated Southern Pine No. 2
Posts =4X4 Treated Southern Pine No.2
Deck Height= 15"
Diagonal Bracing=No
Deck Skirt= No
Joist Overhang =0"
Beam Overhang=0"
Decking Deflection Factor=360
Joist Deflection Factor=360
Beam Deflection Factor=360
Pref Decking Size=ML5/4x6x8
Pref Joist Size= NONE
Pref Beam Size=NONE
Pref Post Size=NONE
Railing 5:
Railing Height=36"
Baluster Spacing=3 3/4"
Railing 6:
Railing Height=36"
Baluster Spacing=3 3/4"
Stair 1:
Step Width =36"
Step Height=7 1/2"
Step Rise=7 112"
Step Run = 11"
Stringers =2X12 Treated Southern Pine No. 2
Risers=2X6 Treated Southern Pine No. 1
Treads =514X6 Treated Southern Pine No. 2
Railing 7:
Railing Height=36"
Baluster Spacing=3 3/4"
Railing 8:
Railing Height=36"
Lands of the State of New York
Tax Map: 295.1973-70
_Zoned "Indian Ridge PUD" _ E
S - 670-
X�_x --��
CHAIN LIIJKFEN% f Q 18.�b'
IRON IP
�c-�K---- TNORTHWEST .r� 3� QQ4J�0 (DEED. 30 FT.) OGyQF
EDGE OF CONCRETE O -
173.58NUMENT -964 FT)
M o o ors, Queensbury, NY and filed in the Warren County Clerk'sOf-
' NOTE: ,
fice on December 23, 2003 in Map Cabinet `B', Slide 243. ,
RQILGIN.G OFFSETS ARE u .
TO FRAME CORNERS -
FRONT PORCH OFFSETS M s 1
ARE TO CONCRETE DECK
CORNERS ZONING INFORMATION.
Lands N/F Gloria A. Hill & RodneyGreene w ("Moderate Density Residential" (MDR)
q Min. Lot Width. 2 Acres per dwelling unit
(36791180) 2
Tax Map: 301.7-273.1ExisnNc w cRouao ; ° 1 Min. Front Setback` 30 ft.
;.POOL, SURR6UNDE6,:1 .I
BY CONCRETE DECK d Min Side Setback: l25 ft.
e Min. Rear Setback: 30 ft
m m .v cn
25' h Q N
q POOL I 25'..
I2 Cd
Proposed >s.a o ---
r
F Frame �**g DECK.� N m E n, n")S'fV�`�, Pr f39It�Va 57YV tt!(1B+ e J�,
Addition `' `,UQ ati!I 1 Ihy,aS v12�15, it^e c'ssCZase((',.
all ui,FRI
_tile
/Inra)m'
CHAIN LINK
w PROPOSED Iw w
12" X 22'-3» z yam_,... J.,C(y`U
LL WOOD DECK 4 - /�` /1 s, 6! I
I w JIB, ����
GARAGE_ µkM PS 00 G
5 a
U 2S P (CONCI U
16.2' _ 260, 1— �
I
AC CELLARUIVIT
I -
l VINYL W
VINYL. _
FENT- g. V > ENEMAP
of a survey of lands. of
x y
1
Lu
VALVE
CHAMBER io ��W Randy A. Savage and
-c
ELFq
�7r 260'_
FORME CL, Janice
a Ve Blair
MIN, IBLDG,/ w K w' I (� be
SE knowN aso
(DEEEDS. TO Irl,0 - _. J SET�.q'K ei1 M =S1 S LL t�.i/ AYIatIQn (load"
¢ 0 e 4 c Qulocaeensbury Warren
'
?J� '4ORt.: 3Q'DIAM. 4 O� I{DEED 9T 43 I h Town
Of ����� .
�R ORYWELL o 4 2 VALVE
(FORE3HORT IVED) GRATE ° CH MBR87.42 O
t A ,ER . .f" iON MY18,K F2 nL.. 1
POL'.NM29 ,AFLOW GRADE
------
_ - Scale 9 February 5; 2010
�0 -VIS
Survey and Mple by Map arpended;
AW atioh Road (24'Asphalt dnven surface w14'snoulders) CHARLES T. NACY , Oct a 20 0
- — Licensed Land Surveyor ; . May 23� 2011
32 John Street '` ; , Adg. 25, 2011
202,ST � Queensbury, N.Y., 12804 '
{DEET 2230 FT) ..
t U Unauthorized a(kdration or addition to a survey Only copies made from the onglnal of this;
map bearing a bepnsed land surveyor's seal is survey map which are marked with an
a violation of Section 7208, subdivision 2, of theoriginal of the land surveyors embgssed
New York State Education Law. " seal and bearing the surveyor's original
signature in red ink shall be considered
7: valid and true. copies ,._
r
OQ
(FGRESHOft7ENED}
CEEU. s . -
(MOR)
`
00
_7onedt'Moderate Density Residential"
I
�
I
I
TlZ
ap
I
o
f
I
I Lands N/F Nancy Rivett
TO F } f;a DI . x
(13701219)
s€ r U oN rE -
c ,._, .._sr of
Tax Map- 301.7-2-3.2
�,NE.
Map reference No. 1
IDEED
REFERENCE:
Ii
Judy Ann McCullough
To
I
Area: 38,173.1 Sq. Ft. +
Randy A. Savage and Janice A. Blair
(0. 876 Acre J
D: 10/1712003
R: 10/22/2003 1347158
I
_
Tax Map No.: 301.7-2-4
i
I
MAP REFERENCES:
'
1. "Map of lands of Floyd Smith & Lavancha Smith," dated dune
30, 1956, made by Leslie W. Coulter, Licensed Land Surveyor,
I
S�
Glens Falb, NY and filed in the Warren County Clerk's Office on
August 10, 1956, Queensbury Map Book 4, page 42.
Map reference No 2e
M
003, 2. "Map of a Survey made for Victoria Rivett,' dated September
8, 2 lriade by VanDusen & Sieves, Licensed Land Sunvey-
M o o ors, Queensbury, NY and filed in the Warren County Clerk'sOf-
' NOTE: ,
fice on December 23, 2003 in Map Cabinet `B', Slide 243. ,
RQILGIN.G OFFSETS ARE u .
TO FRAME CORNERS -
FRONT PORCH OFFSETS M s 1
ARE TO CONCRETE DECK
CORNERS ZONING INFORMATION.
Lands N/F Gloria A. Hill & RodneyGreene w ("Moderate Density Residential" (MDR)
q Min. Lot Width. 2 Acres per dwelling unit
(36791180) 2
Tax Map: 301.7-273.1ExisnNc w cRouao ; ° 1 Min. Front Setback` 30 ft.
;.POOL, SURR6UNDE6,:1 .I
BY CONCRETE DECK d Min Side Setback: l25 ft.
e Min. Rear Setback: 30 ft
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25' h Q N
q POOL I 25'..
I2 Cd
Proposed >s.a o ---
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all ui,FRI
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w PROPOSED Iw w
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GARAGE_ µkM PS 00 G
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AC CELLARUIVIT
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VINYL. _
FENT- g. V > ENEMAP
of a survey of lands. of
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VALVE
CHAMBER io ��W Randy A. Savage and
-c
ELFq
�7r 260'_
FORME CL, Janice
a Ve Blair
MIN, IBLDG,/ w K w' I (� be
SE knowN aso
(DEEEDS. TO Irl,0 - _. J SET�.q'K ei1 M =S1 S LL t�.i/ AYIatIQn (load"
¢ 0 e 4 c Qulocaeensbury Warren
'
?J� '4ORt.: 3Q'DIAM. 4 O� I{DEED 9T 43 I h Town
Of ����� .
�R ORYWELL o 4 2 VALVE
(FORE3HORT IVED) GRATE ° CH MBR87.42 O
t A ,ER . .f" iON MY18,K F2 nL.. 1
POL'.NM29 ,AFLOW GRADE
------
_ - Scale 9 February 5; 2010
�0 -VIS
Survey and Mple by Map arpended;
AW atioh Road (24'Asphalt dnven surface w14'snoulders) CHARLES T. NACY , Oct a 20 0
- — Licensed Land Surveyor ; . May 23� 2011
32 John Street '` ; , Adg. 25, 2011
202,ST � Queensbury, N.Y., 12804 '
{DEET 2230 FT) ..
t U Unauthorized a(kdration or addition to a survey Only copies made from the onglnal of this;
map bearing a bepnsed land surveyor's seal is survey map which are marked with an
a violation of Section 7208, subdivision 2, of theoriginal of the land surveyors embgssed
New York State Education Law. " seal and bearing the surveyor's original
signature in red ink shall be considered
7: valid and true. copies ,._
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