site plan ,ZONING REQUIREMENTS SITE SETBACKS � A
IRF BUILDING PORTION OF SITE
ZONE-RR-5A RURAL RESIDENTIAL 5 ACRE REQUIRED
( ) PROPOSED
MINIMUM LOT SIZE-5-ACRE FOR RR-5A HOUSE
ZONE , `
FRONT SETBACK- 100'
SHORELINE- 75' FRONT 100' 355.5' � �
SIDE SETBACKS- 75' SHORELINE
r � I
75' 101.5'
I
REAR SETBACK- 100' (WETLANDS) _ -
Lands N/F of W s _ 3 ` ` ♦ LOT WIDTH- 400' NORTH SIDE 75' 204.3' `I r
Eric & Mary Heym e+� o ROAD FRONTAGE- 400 SOUTH SIDE 75' 651'
B:661 P:727 N a MAXIMUM BUILDING HEIGHT-35' f' F
240.-1-48 d o� I 40 '
O IL ♦ '4411 E MINIMUM PERCENT PERMEABLE- 75% REAR 100, 1498'
POP. ITW o m X"Itt,
RAVEL DRIVEVER GRAVEL RD �
=E k
41
D-j I D-y €n
w "u
� � \ D-i2
} F\ I D-13 D B tF SITE LOCATION
/ / I *AC ,�
\ � � LOCATION MAP
4; ' 3 Area
Q _ ��� �� 0��==� ��� M�v 2428045„9± Sq. Feet ? .
o .� ! �C3= -, ��_ ♦ PROP.LIMIT OF D 55. 7'4± Acres bw .a a .
CLEARING I DISTURBANCE ooww' ban66,500 SFt D-6 14j :r
PROP.W ASTEW ALTER
�. ABSORPTION FIELD oo D s
y
\ /�\ \ 1 D4 &
2 C
B-5 \ 1 \Tes��ra
C
B-2C5 9a } 9fl u
/ a •
A-4 % ) _2 trail
nY7 I '1
E-7 E 1498. OJ
Aa PROP.HOUSE e e-s 1,
I � �
A-Z
100' WppE��LL SETBACK e-4
„ 3 I A (W'W QS'W) K'3.
NEIGHBORHOOD MAP SITE LOCATION
--OTHER LOGGING TRAILS ® SITE SOILS DATA
N \ EXIST THAT WERE NOT LOCATED. ® TP-6
p� { \ }I 1 PROP.ITW TEST PITS 0-15" DARK BROWN TOPSOIL
N ;/ \ \ ! GRAVEL DRIVE PERFORMED 2-15-05 BYJARRETT MARTIN ENGINEERS 15" BOTTOM OF HOLE (LEDGE ROCK)
co
I PFO O / \ \1 \\ ` . OVER LOGGING C ZONE LINE O t00 TP-1 NO MOTTLING OR EVIDENCE OF HIGH GROUNDWATER
_ _ I TRAIL 14 h O 0-20" WEATHERED STONE & BOULDERS TP-7
20" BOTTOM OF HOLE LEDGE ROCK "
23. 79' \ 0 NO MOTTLING OR EVIDENCE OF HIGH GROUNDWATER 0
0" E o -3" DARK BROWN TOPSOIL
3 BOTTOM OF HOLE (LEDGE ROCK)
TP-2 NO MOTTLING OR EVIDENCE OF HIGH GROUNDWATER
IRE 124 6�444' '32"\W y 0-12" DARK BROWN TOPSOIL
F , 12" BOTTOM OF HOLE (LEDGE ROCK) PERFORMED 4-14-05 BYJARRETT MARTIN ENGINEERS
L nds N/F of
Felix � Christine Leone ,� �' MOTTLING OR EVIDENCE OF HIGH GROUNDWATER TP-8
• i TP-3 0-2" DARK BROWN SANDY TOPSOIL
0:590 P:132 10-16.5" LIGHT BROWN FINE SAND W/SOME SILT
I 24o.-1-se `� r® 0-14" DARK BROWN TOPSOIL
� ® � 14" BOTTOM OF HOLE (LEDGE ROCK)
. Concrete r
Monument � `�jtl�n �✓ NO MOTTLING OR EVIDENCE OF HIGH GROUNDWATER 16.5" BOTTOM OF HOLE (LEDGE ROCK)
N 13°37'4-'"
WATER NOTED AT 16
Broken) 120.00' 75 SSE S p ® 0-11" DARK BROWN TOPSOIL 0-2" DARK BROWN SANDY TOPSOIL
ACg }` ` 11" BOTTOM OF HOLE (LEDGE ROCK) 2-20" LIGHT BROWN FINE SAND W/SOME SILT
y NO MOTTLING OR EVIDENCE OF HIGH GROUNDWATER
40 TP-5 20" BOTTOM OF HOLE (LEDGE ROCK)
'.83 1 0-7" DARK BROWN TOPSOIL WATER NOTED AT 16"
7-16" REDDISH BROWN SILTY LOAM
16-24" LIGHT BROWN FINE SAND W/SILT PERCOLATION TESTS
24-30" LIGHT GREY SAND W/SILT PT-1
30" BOTTOM OF HOLE (LEDGE ROCK) TEST DEPTH: 13"
MOTTLING 0 24" SOIL: BROWN SILTY LOAM
Lands N/F of TP-6 STABILIZED PERCOLA71ON RATE:
Everett J. & Kell Voorhis / 0-15" DARK BROWN TOPSOIL 2 MINUTES, 37 SECONDS PER INCH
83 P:250 15" BOTTOM OF HOLE (LEDGE ROCK) PT-2
8:29
2483 P:1 �r NO MOTTLING OR EVIDENCE OF HIGH GROUNDWATER TEST
ESL. BROWN SILTY LOAM
STABILIZED PERCOLATION RATE:
140,7 is,
18 MINUTES, 26 SECONDS PER INCH
" 's°?=19 TAX MAP #'S 240.-1-49
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
OVERALL SITE PLAN PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
SCALE: 1"=100'
SITE DEVELOPMENT DATA GRAPHIC SCALE
of
TOTAL LOTAREA 55.74 ACRES/2,428,046 SF 25 0 25 50 100 200 Lands N
IF Raymond & Nororma Rios
( IN FEET ) B:1304 P:14
240.-1-55
1 ADDED SOUTHERLY DRIVE, RESUBMIT TO PLANNING BOARD 511312019
PROPOSED IMPERVIOUS AREAS
0 ISSUED FOR S11F PLAN REVIEW 4/15/2019
HOUSE&GARAGE 4130 SF N o. Revisions Date
DRIVE 8005 SF MAP REFERENCE: OVERALL SITE PLAN
BASE MAP INFORMA71ON FROM "MAP OF A prepared for
DECKS/STAIRS 900 SF SURVEY MADE FOR JOHN & ELLEN VERDI,-
D� / WASTEWATER SYSTEM SETBACK SCHEDULE SITUATED C THE TOWN of QUEENSBURY, John & Ellen Verdi
WARREN COUNTY, NEW PORK. DATED
g ASafely. Ridge Road State Route A
DECEMBER 27, 2018. PREPARED BY
New/York TOTAL 13,035 SF PROPERTYLINE WELL HOUSE LAKE GEORGE PLAN REFERENCE: MAP REFERENCE 2: Town of Queensbury, Warren County, New York
N Cali Before You Dig "RESIDENTIAL. SUBDIVISION JEFF CLARK," "MAP OF A TOPOGRAPHIC SURVEY MADE FOR `dn D u s, e
M Walt The Required Time PERCENT IMPERVIOUS 0.6% STATE ROUTE 9L QUEENSBURY, NEW YORK. JEFFREY CLARK," TOWN OF QUEENSBURY, & Drawn: LWD Checked: GTH scale: 1"=100' Date: 2/11/2019
E Confirm utility Response EP77C TANK 10, 50' 10, 50' Steve s
169 Haviland Road
DATED AUGUST 2005. PREPARED BY- ALTERATION OF THIS DOCUMENT NY 12804
■DigWittTheMarks COUNTY B WARREN, NEW PORK. Land Surveyors Queensbury,®Dig With Care PERMEABILITY 99.4% AIRPTION FIELD 10, 100, 20' 200' JARRETT-MARTIN ENGINEERS, PLLC DATED FEBRUARY 8, 2006. PREPARED BY. EXCEPT BY A LICENSED
800-962■7962 PROFESSIONAL ENGINEERING, GLENS FALLS NY BOLSTER AND ASSOCIATES PROFESSIONAL 180 Haviland Road Queensbury, New York 12804 PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone 291425-01-S2
www.digsafelynewyork oom LAND SURVEYORS, HUDSON FALLS, NY (518) 792-8474 New York Mc. No. 50135 VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering (518) 745-0308 Fax