20131070 Ver 1_Site Plan_20141103

111
SITE DATA:
1.
TOTAL SATE AREA
18.142 ACRES OR 790,265.52 SF
2•
ZONING ;SINGLE FAMILY (12 EXISTING
LOTS)
R -1 ( 7.142 ACRES OR 311,105.52 SF)
3.
ZONING MULTI FAMILY (44 TOWNHOUSES)
R -1 (11.00 ACRES OR 479,160.00 SF)
3,
LAND CO` "VERAGE MULTI FAMILY AREA
m
eQ
4—
0
IMPERVIOUS EXISTING AND PROPOSED
BUILDINGS
45,413.50 SF 9.5%
IMPERVIOUS EXISTING AND PROPOSED
PAVING
69,108.67 SF 14.47%
O
V
IMPERVIOUS PROPOSED SIDWALKS
18,213.00 SF 3.8%
W
TOTAL IMPERVIOUS
132,727.17 SF 27.7%
OPEN SPACE
346,432.83 SF 72.3%
4.
AVERAGE SLOPE
17% (STEEP 20% - 50 %)
5.
HEIGHT 017 BUILDINGS (MAX)
30 FT.
6,
SITE SETIACKS
SHT. NO.
1of9
FRONT
JOB NO.
20 FEET FROM EDGE OF PAVEMENT
6
SIDE
10 FEET
REAR
10 FEET
7,
TOTAL NIMBER OF COTTAGES
44 COTTAGES PLUS 4 EXISTING
8.
PROVIDED PARKING FOR COTTAGES
89 SPACES INCLUDING 4 SPACES FOR ADA parking.
9.
LIGHTING PLAN SHALL BE MOTION DETECTOR LIGHTING ON THE NEW BUILDINGS'
10.
SOLID WASTE DISPOSAL SHALL BE BY
INDIVIDUAL CONTAINERS FOR EACH UNIT TO BE TAKEN TO THE STREET ON PICKUP DAY
11.
PARCEL i =,D #1 8581 0451 205 DEED BOOK
470 PAGES
474 -476 PURCHASE MONEY DEED TO TRUST DEEK BOOK 470 PAGES 477 -481
12,
ALL Iii. ILDING FOUNDATIONS LOCATED
ON A STEEP
SLOPE WILL BE DESIGNED BY THE ENGINEER OF RECORD PRIOR TO A BUILDING PERMITTING.
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P CA ( Wetlands 1 ' .
AGE 2247 �D kF N AC t452 85'.3 , �Z
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� E ] S to be filled '
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Approximate
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.-1 M� ��++
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-
17937g7
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Existing
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etentio
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1. El 3674.28
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s 62.4 SF
ao�O to be rem n -MH #2 food Zone AE and
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Rim El 3677.7
76.76
NE Inv El 3672.
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Inv El 3672.4 16' utility Easement
lect
Book 414 Page 104
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AGE 2247 �D kF N AC t452 85'.3 , �Z
1A .7 SF � 00 w
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Area #8/
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etl�nds To Filled 4,195 SF v v
0 40 80
r Scale 1 "_
TTI INC.
/ DEED OpK 130 PAGE 1209
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w etlpnds To Remain 788,3 SF
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t©
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\ ng 24 CHIP �1 S
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>' /
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see �ha
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.old _ -�- -_ .. • .. , \ Pip for erosion /
--- . control
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JOB NO.
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ranrsr rsnc o mwa E13679.0
- " PVC lee Et 3678.5
4" PVC Drainage Ditch El 3678.0 Non Traffi Grate. 1' Fro "boar
9 Screw Type Plug I-
EI 3677.5 Max1mium Storage Temperaary Pool L ` — —
2.
Temporary
Permanent Pool El 3675.5_ _ _ _ Pool _ — III — III —I I =1 (— III -1 I 1 '1 1 =III —�
_ ., I I =1 11=I I I=1 11=1 I 1 =1 I 1 =1 I I III —I I I-
Top_of Vegetative Littoral Shelf El 3675.0 _ 1 - I I— III =III = -III =1 (1 =I 1 ( 1 I =1 I 1 =1
- - - - - - - - - - - -�- - - - -- - ^PVC with l
ca hoe drilled a 8 I I� III =1 I I =1 I -1 1 -1 I, I 1 =1 I I=
_ I I -1 I I -1 11 =1 11 =l I 1 =1 I I -1
._Bottom of Vegetative Littoral Shelf E13672.0_ I -1 I I� _ _ _ _
4" PVC stubbed into outlet box 1 =) 1 =1 I ` ' (� I =) (_
Foreba
,,i ..Orifice
10' Littoral Shelf 1= III = III =1 11 =1 11= III =III =1 I-
Bottom El 3669.0 — — — — — — xisting 15" CMP Discharge Pipe
ediment Storage V
WET RETENTION I
Not to Scale
ompacted to 98% ASTM D1557 -78
in one foot layers.
Embankment stablized with
Vegetation all,around the pond.
Stabilized Outlet
•:i
i
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. :• Q
ax Stage El 3677.0
4
Concrete to be 3000 PSI after 28 days
314" chamfer on all exposed edges'
Use #4 rebam spaced 12" oic each way
5" Discharge Pipe
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