HomeMy WebLinkAbout05-17 Design PlanGENERAL NOTES-
OWNEEI
DEVELOPER:
TM# 65_A -27A & 65--A 28A
Harvest Communities, Inc.
320 Handley Blvd,
Winchester, VA 22601
Contact; Mr. Stuart Butler
Tel: 540-533-_-280d
PARCEL.,-QVT OVE _j:
-- A-(— RLLmll-
Zonings
Existing Use:
Proposed Use:
Historical Structures and Sites
ENGINEER/
-1=NDSCAPE ARCHII-ECT-
Painter.-Ii PLC
817 Cedar Creek Grade, Suite 120
Winchester, Virginia 22601
Contact: John C. Lewis, P.E.,L.L.A.
Tel: 540---662---5792
RIP -Residential Performance District
(Rezoning Application #11--06)
3,25 acres total
(2.61 acres of RP, 0.64 acres dedicated to public
R--O-.-W)
Residential
Age -restricted Single -Family Residential
Environmental Features:
Wetlands -- Wetlands have been identified as limited to the banks of the Unnomed
tributary of Opequon Creek on the site (approximately 208'), Approximately 150' to be
disturbed during development,
Flood plains - FIRM Map No. 510690 O240D shows that the parcel is within Zone X. This
zone is characterized by areas outside the 0.2% annual chance floodplain.
Steep Slopes - None
Buffers and Screening:
Zoning District BiLlffei
Road Efficiency Buil
RP against RP:
RP (,against (residential)l
Reduced ---distance buffer
no buffer reqUired
no buffer required
(40' inactive/ 10' active w/
full screen)
Storm Water Managernei Storm water quantity and quality controls will be provided
throughout the development in rnultip(e surface facilities located within Green Space
Areas.
AmOLInt and percentage of disturbed orea in common open space to be determined at
time of storm water management design.
Developrinent is to be serviced by public water and sewer.
RP ZONING:
Area:
Existing Use:
Proposed Use:
Residential Density:
Open Space Requirements:
3.24, acres
Resi
LOT AREA TABLE
25.99'
27.00'
AREA
SO FT.
ACRES
LOT 1
4950
0.1134
LOT 2
4950
0,1134-
LOT 3
4950
0,1134
LOT 4
4950
0.1134
LOT 5
4-950
O, 1134 -
LOT 6
504-3
0.1158
LOT 7 5035 0. 1156
Lyn nhaOlen LC
LOT 8 . 4743 0.1089 55K--1--1— 24A
............. ZoningRP
LOT 9 5064 0.1163
Use: Vacant
LOT 10 5090 M 169
LOT 11 4-985 0. 1144 -
LOT 12 0...1225
LOT 13 0.1152 EX. 20'
5019
SANITARY
ESUT
1!GREEN SPACE 4024 0.0924
8:
10491 0.2408
GREEN SPACE
ANY
EX. SAN MH
TOP=627.08
/NV IN=620_30 (8! PVC)
,--EX, SAN MH — TOP=62,9,07
INV. IN=621,42 (8- PVC)
INV IN 621«64- (8- PVC)
/NV. IN=62324 (8- STEEL —APPREARS FO BE ABANDONED)
INV, OUT=621.J8 (8- PVC)
NOTE:
PLANT MATERIAL DENSITY SHALL BE A MINIMUM OF
3 PLANTS PER 10 LINEAR FEET. THE SCREEN SHALL.
CONSIST OF 1/3 DECIDUOUS TREES, 1/3 EVERGREEN
TREES AND 1/3 SHRUBS, THE SCREEN SHALL INCLUDE b
A 6' HIGH OPAQUE FENCE.
PROPERTY--*— 0
BOUNDARY
DECIDUOUS
'TREE
EVERGREEN
TREE
mom=
NOT TO SCALE
a-
10
251
m
2f I.
m
I I
15' 4w 51 5v 20
CG -7 LANDSCAPE ZONE
6S0EWALK
2% SLOPE E_
(Pt 2% LOPE (Ty
A�
49
/ NAC -
*5 7 51 X
Iff
UD -4 AS REQUIRED BY
o
VDOTINSPECTOR
cmp ABRAM'S CHASE ROAD SECTION
spinosa,
INV Wm Diana E
NOT TO SCALE
658--__1 Sie0
18
Zopinq: RP
_637 i6
z
J Ute: Icer tiur
Wit
N
'EX, SAN, Mu AZ
0 L 16
L
Ct rr_
CD
18" CMP0
INV =641,58 Izz,
18 CMP
1NV=6J,9.52
PROPOSEDO�
X x
LLJ
— 1911 1
4-0 0 4.0
Sccle in Feet
m
1-----12' TURN LANE
10' ASPHALT BICYCLE/
PEDESTRIAN FAM-ITY
CURVE ARC LENGTHF-—AM§ DELTA ANCaLE CHORD BEARING CHORD LENGTH
C1
25.99'
27.00'
55'09'46"
N
08'36'59"
E
25.00
C;2
202.72'
47M'
247'07'30"
N
82'45'31 "
W_
78..33'
C 3
29.28'
25.00'
6 7'0 6'5 3ps
S
07'14'10"
W
27.64'
C4
16.75'
27.00'
35*32'20"
S
53'58'03"
W
16.4-8'
C5
31.42'
M'
OO
90'00'00"
N
04*12'14"
IN
28.28'
C6
31.42'
20,00'
80'00'00"
S
85'47'37"
IN
28.28'
2.0" SM -12,5A
6,0" -ASPHALT CONCRETE, TYPE BM -25,0
10.4"" CRUSHED AGGREGATE, TYPE 21-B
COMPACTED SUBGRADE(TYP)
(FINAL PVMT SECTION TO BE BASED ON
FIELD CBR)
------------
CO'SM-12SA-
6.0"- CRUSHED AGGREGATE, TYPE 21-B--
NEW
COMPACTED SUBGRADISTYP) rHALOTTRAIL RGGHT TURN LANE NEW WESTBOUND LANE WESTBOUND LANE LEFT TURN LANE EASTBO2UND LANE
21 --------- -- 21 ---------- '--
21
RTE. 657 IMPROVEMENTS SECTION VIEW- EAST SECTION
NOTES, NOT TO SCALE
1, Drain aI[ UD -4 to low invert of adjacent drainage structures.
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DATE:
AS NOTED
08/23/17
S H E ET: 2/2