HomeMy WebLinkAbout16.044 Waterview Subdivision Plans As-BuiltPUD SETBACK INFORMATION:
FOR SINGLE FAMILY RESIDENTIAL USE: (EACH LOT MAY HAVE A SINGLE FAMILY
RESIDENCE AS WELL AS AN ASSOCIATED SINGLE BEDROOM UNIT)
MINIMUM LOT SIZE: 10.000 5Q, FT,
MINIMUM MEAN LOT WIDTH: 50 FT,
MINIMUM YARD DIMENSIONS:
FOR PRINCIPAL RESIDENCE:
FRONT: 10 FT. (22 FT. FOR ATTACHED GARAGE)
REAR: 30 IT.
SIDE: 10 FT.
FOR ACCESSORY STRUCTURES:
FRONT: 22 FT.
REAR: 30 FT.
ONE 51DE: 5 FT.
TOTAL SIDE: 20 FT.
MINIMUM DISTANCE TO PRINCIPAL BUILDING: 5 FT,
MAXIMUM BUILDING HEIGHT: 35 FT.
MAXIMUM SIZE OF SINGLE BEDROOM APARTMENT
UNIT = 600 5Q. FT. IN PRINCIPAL BUILDING OR IN A DETACHED GARAGE
MAXIMUM LENGTH OF BOAT DOCKS: 3C FEET FROM MEAN LOW WATER MARK OR
THE SHORELINE. (LOTS 5,7,9 $ 10)
REQUIRED OFF-STREET PARKING: 2 SPACES PER UNIT
Map References:
I . Revised 5ubdlv15ion Plan
Interlaken --- Zone BB
By: Paul F. Tommell, L.5. P.C.
Dated: July I , 1998
2. As -Built Survey
Interlaken - Zone BB
By: Paul F. Tommell, L.5., P.C.
Dated: January 15, 1996
Last Revised: October 20, 1998
Notes:
I . All building offsets to the nearest
property line are measured from the
building corners.
2. All exlsting structures are to be
removed.
3. Vertical Datum is NGVD 29,
Utilities are shown per map reference
no. 2. There 15 a difference of 0.32'
between NGVD 29 and the elevation
base used for map reference no. 2.
Elevations provided are NGVD 29;
elevations In parenthesis are per map
reference no. 2.
4. North orientation is per New York
state plane east zone, north american
datum of 1983 (NAD83). Bearings
shown are referenced to this datum
and therefore may not match recorded
bearings.
/2" IRF 11" IPF S 46'48' 00" E �S-4w;o U2� )
111.46' 80.00' 80.00'
Wood Fence Posts Angle L or.
Lot 1
:+ Area = 12,371 Sq. Ft. ±
(0.284 Acres) ± I Lot 2
Lands N/F of
Joseph Curtin
Catch Basin �(
Rim 267.36' (267.04') C
Inv. = 264.39' (264.07') ~ \\
CB
Dry Well
Rim 265.02' (264.70')
Rim 268.54' (268.22')� CB
8" Pvc (NW) Inv. = 253.80' (253.48')
8" Pvc (SE) Inv.=253.72' (253.40')
CSC Catch Basin
Rim 267.31' (266.99')
Inv. = 264.33' (264.01')
Legend Dry Well
Rim 265.02' (264.70')
IRF = Iron Rod Found
CIRF = Capped Iron Rod Found
IPF = Iron Pipe Found
B.M. = Bench Mark
R.R. Spike = Railroad Spike
CB = Catch Basin
= Hydrant
= Water Shut Off
Wv= Water Valve
= Light Pole
0= Utility Pole
RECORD DRAWING CERTIFICATION / CONSTRUCTION CERTIFICATION
Lands N/F of
Peter Maioriello
Tail I" IPF\
67 Waterview Drive
Nei`
Area = 10,339 Sq. Ft. ±
(0.237 Acres)
I ,
Lot 3
Area = 10,339 Sq. Ft. ±
\,
G9 Waterview Drive
(0.237 Acres) ±
71 Waterview Drive
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250' of 8" PVC (5) 0.58%
EIAClean Out
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- Dry Well a
Rim 264.95' (264.63') Dry ell -
Rim 265.02' (264.70')
Metal Pen Segment U
Dry Well
AQ 80.00'� Rim 265.02' (264.70' 80.00' m
G' Dia Drywell
O� Rim = 2G5.08
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Rim 264.89' (264.5
8" Pvc (NW) Inv. = 252.33' (252.0
8" Pvc (SE) Inv. = 252.29' (251.9
v Shutoff
Existmq 8" DIP watermain
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II rive K-
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5-5555-55
II Catc� Basin
II Rim 264.31' (263.99')
Inv. = 260.36' (260.04')
I I CB
C= _ Catch Basin
Rim 264.36' (264.04')
Inv. = 260.54' (260.22')
Dry Well
Rim 264.86' (264.54')
Dry Well
Rim 264.99' (264.67')
11
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31711111=A
I, DOUGLAS B. HELLER, LICENSED PROFESSIONAL ENGINEER, NO.
091339, IN THE STATE OF NEW YORK WAS RETAINED BY TWO
GILBERT ROAD LLC TO UNDERTAKE OR CAUSE TO BE PERFORMED BY
STAFF MEMBERS UNDER MY SUPERVISION, INSPECTIONS AND REPORTS
AND HEREBY CERTIFY THAT THIS DRAWING STAMPED BY ME AS
"AS -BUILT" HAS BEEN COMPLETED IN ACCORDANCE WITH THE
APPROVED DRAWINGS AND SPECIFICATIONS AND ANY AUTHORIZED
CHANGES, AND SHOWS THE ACTUAL FACILITIES AND INFRASTRUCTURE
AS THEY WERE INSTALLED IN THE FIELD.
---------------------------------------
DOUGLAS B. HELLER, P.E. LICENSE NO. 091339
6.11,
Marble
377. 00 ' Monument I
5a5ketball Hoop 105.54 ' y pWgvv
yy"6
Total Area
475 889 Sq. Ft Lot 4
1. 10 Acres Area = 14,840 Sq. Ft. ±
(0.341 Acres) ±
73 Watemew Drive
< PVC S 28 (typ)
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Flag Pole o� ;
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Rim 268.19' (267.87') i N
8' Pvc (NW) Inv. = 250.90' (250.58')
8" Pvc (SW) Inv. = 250.88' (250.56')
W
Pole
NM- 1
nl NM-8
W
Utility Pole
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Date. February 29, 2046
Scale 11"W
I OV.b7-C-CV
SURVEY SHEET 1 OF 1
Two Gilbert Road Corners, LLC
DWG. NO. I G-01 G D2157