Site Plan Map t
PROPOSED 4'W X 4'D EAVE TRENCH
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I 7.7' NORTH SIDE (HOUSE)
135.4' FRONT s r tf
(APPROVED ADDITION) -
PRIOR APPROVED ADDIIION
TO BE CONSTRUCTED
' 111.5' FRONT r ,` i r ;N .
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oocK SPIKE Lands Now or Formerly of DOCK SPIKE (PROPOSED ADDITION) Lands Now or Formerly of .,� fir. n
F'OUvD William J. Rourke F 'o William J. Rourke
B: 5213 P:240 (� �� 6g�\ B: 5213 P:240
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1 i 09 5 / 'I 109 5 SITE LOCATION
3
® LOCATION MAP
_ I One Story �' I, /a0� j S° / J i \ `�_ One Story
EXISTING DRYWELLS \°o aJ� ` WooHousemed� II/5 ye EXISTING DRYWELLS \°o S� wooHouseFramed` i� 5 ftye
l - \ l� Floor=4os8/ / 1 y l Floor=40c{56
U� / L EXISTING FORCMAINEXISTING FORCEMAIN E'zNE I l
EXISTING PRECAST S - -_ - --
rcK -eG '03 J�� EXISTING PRECAST .�' S' roc
CONCRETE PUMP STATION 403
CONCRETE PUMP STATION Asphalt Dnve - - p - -
_ __
EXISTING 1,000 GALLON PRECAST $'PIPE Y _=_ _ J/� -=ep5 EXISTING 1,000 GALLON PRECAST 8`P ULE T /� -s=ep5 - FLOOR AREA RATIO ZONING REQUIREMENTS
CONCRETE SEPTIC TANK z sheet Metal 1 ° / F%at CONCRETE SEPTIC TANK Z ° Foat ZONE- WR(WATERFRONT RESIDENTIAL) WR - WATERFRONT RESIDENTIAL
11 Lean-Too / - 400 "9�o�� �; 400 "9�cc� MAXIMUM FLOOR AREA RATIO-0.22
It g PROPOSED GUTTER WITH LEADER TO ° SHORELINE SETBACK: 50'
N (Metal Buildm ) 1 Q
�� II i Area �� EAVE TRENCH ON SIDE OF GARAGE N o V Area PARCEL AREA -20,199.6 SF
5 (OR AVERAGE OF 2-ADJOINERS
o 20199.6± Sq. Feet , 9 20199.6± Sq. Feet
PROPOSED STORMWATER DETENTION AREA / WHICHEVER IS MORE RESTRICTIVE
/ Deck a.5± Acres .��
i Deck 0. 5± Acres :'. 20.9' SHORELINE (DECK) TOTAL ALLOWABLE FLOOR AREA )
51.4' SOUTH SIDE (DECK STAIRS) 5� F� c2 ;/'/� =20,199.6 SF x 0.22 = 4,444 SF FRONT SETBACK. 30'
rP AXLE �e� Rp RIPRAP OVERFLOW jP axLE sF �� (' REAR SETBACK. 30'
°" o �p �� o v EXISTING/PREVIOUSLY APPROVED SIDE SETBACK: 20` AVG. LOT WIDTH = 68'
Lands Now or Formerly of 12.5,+ to Shore / j Lands Now or Formerly of 12.5 + to Shore ( )
Victor H. Celadon �\ Glen n Lake Victor H. Celadon r �\ Glen Lake MAIN FLOOR = 1,85$SF MAX. BUILDING HEIGHT: 28'
B: 3380 P: 83 , F BASEMENT = 1,858 SF
B: 3380 P: 83 \\ \ ��289. S METAL BUILDING = 473 SF (16'FOR ACCESSORY STRUCTURES)
10-I-I 289.10-I-15
\\ / \\ PERCENT PERMEABLE: 75%
\\ PROPOSED PAVER SIDEWALK (121 SF) _ \\ TOTAL FLOOR AREA = 4,189 SF MAX. FLOOR AREA RATIO: 22%
METAL BUILDING TO BE REMOVED (473 SF) \ \ FLOOR AREA RATIO = 0.21
\ \\ PROPOSED SILT FENCE \ \\ VARIANCE SUMMARY
647'± Along Shore Line 647 ± Along Shore Line\ \\ \ �\ PROPOSED 1. NORTH SIDE BUILDING SETBACK
\ \ MAIN FLOOR = 1,858 SF
20`REQUIRED
\ \ \ X BASEMENT = 1,858 SF 7.7 PROPOSED
NEW ATTACHED GARAGE = 590 SF 12.3'OF RELIEF REQUESTED
\ I 2. PERMEABILITY
�I I I \�I .I TOTAL FLOOR AREA = 4,306 SF o REQUIRED
Legend Glen Lake i I Legend Glen Lake I I FLOOR AREA RATIO = 0.21 75/o
I I I I 67,27%EXISTING/PREVIOUSLY APPROVED
IPF = Iron Pipe Found I. I IPF Iron Pipe Found I I 67.42% PROPOSED
IRF = Iron Rod Found I I IRF = Iron Rod Found I i 7,58% OF RELIEF REQUESTED
II I� it I�
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EXISTING SITE PLAN W/ PRIOR APPROVED ADDITION �j I PROPOSED SITE PLAN j I SITE DEVELOPMENT DATA
SCALE: 1"=30' I I SCALE: 1"=30'
TOTAL LOT AREA 0.5-ACRES/20,199.6 SF
GRAPHIC SCALE f I GRAPHIC SCALE
15 0 7.5 15 30 60 I I 15 0 Z 5 15 30 60 I I
I i I i
IN FEET EXISTING/APPROVED CHANGE IN IMPERVIOUS PROPOSED TOTAL
( ) ( IN FEET ) IMPERVIOUS AREAS AREAS IMPERVIOUS AREAS
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. I CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES. +590 SF
i I i HOUSE 1,858 SF 2,448 SF
(PROPOSED GARAGE ADDITION)
i l i i l i ASPHALT DRIVE 3,082 SF (287 SF) 2,795 SF
DECKS/STAIRS 1,168 SF +50 SF 1,218 SF
CONCRETE 31 SF (31 SF) 0 SF
PAVER SIDEWALK 0 SF +121 SF 121 SF
METAL BUILDING 473 SF (473 SF) 0 SF
SITE SETBACKS
TOTAL 6,612 SF (29 SF) 6,582 SF
REQUIRED FOR EXISTING PROPOSED
WR ZONE PERCENT IMPERVIOUS 32,73% (0,14%) 32.58%
SHORELINE 50' (DECK)0.9' (2D09) PERMEABILITY 67.27% 0,14% 67.42%
NORTH SIDE 20 7.7 7.7
(AVG. LOT WIDTH: 68) (HOUSE) (HOUSE)
51.4'
SOUTH SIDE (AVG. LOT WIDTH: 68) (DECK) (NEw DECK
STAIRS) TAX MAP # 289,10-1-14
135.4` 111.5'
FRONT 30' (APPROVED
ADDITION) (NEw ADDITION) Dig OSafely,
New York
El Call Before You Dig
El Wait The Required Time
(,Confirm Utility Response
Respect The Marks
❑Dig With Care
800-962.7962 0 ISSUED FOR SITE PLAN REVIEW AND AREA VARIANCt 711412020
www.digsafelynevvyork.com
No. Revisions Dote
2, MAP REFERENCE: SITE PLAN
v o�e' c BASE MAP INFORMATION FROM "MAP OF A SURVEY prepared for:
MADE FOR H'GLEY LAKE PROPERTY, LLC.," IN THE Higley Lake Property LL(3
TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. '
DATED OCTOBER 25, 2019. PREPARED BY. 23 Jay Road
�UL � 5 2020 .� �n D11 S en Town of Queensbury, Warren County, NY
& Drawn: JRS Checked: GTH i Scale: NOTED Date: 71712020
TOWN OF QUEENSBURY
ZONING OFFICE eve S
169 Haviland Road
Larad Surveyors ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804' 291275B-®�
169 Haviland Road Queensbury, New York 12804 A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone
(518) 792-8474 New York lac. No. "135 VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax