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�,� ❑ ❑ ❑----- o O� ❑❑ �, ❑ o ❑ — W w
O
\ , O I ❑ ❑ ❑ ❑ \ ❑ \ \ PROPOSED LIMITS OF ❑
~ W
❑Lu
QjI ❑ GRADING DISTURBANCE ❑
:
I I PP OVED IM ACTS: \ J Q
\ I ,❑ LEGEND
\ ' , I It ❑\\ I1 \ ' �I I ❑ I I 1 'E:l ' TREAM BUFFER IMPACTS: 26,994 SF O \ PROPOSED SIDEWALK CONNECTION GREENWAY/PRESERVATION AREA O z
I O- I 0 I I I TO JARMANS GAP ROAD ® FLOODWAY O Q
o ❑__�I PRESERVED SLOPE IMPACTS: N/A / ❑ _ N
I
O \ O O" ' ❑ \ GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS v ,
°I ' - --
�-- I �
\\ \` ❑ \ `\\ ❑ / `, ❑ WETLANDS Q
Lu
--- PROPOSED FILL IN FLOOD AI 12,484 U. YD. o / _ PRESERVEDSLOPES J
MANAGED SLOPES w
❑ -- o
HI IJ
�, �'- ❑ `\ � � STREAM a uzi
�' �' o ❑ / o �s iso ❑� e ............ ioo YR FEMA FLOODPLAIN JOB NO.
, ❑` 112066
❑ `❑ ❑ --❑ ` \ PROPERTY BOUNDARY SCALE
IN 15TO) `\ ❑ ) , `\ ❑ ❑ PROPOSED GREENWAY TRAIL 1 — 150
❑ 1❑ I, / ❑ ❑ /--/ ❑ PROPOSED MITIGATION AREA SHEET NO.
OIn P—
/-
I II \II
\ II 111
II\ I \
\ I
I Ill
I
OO I
J
l
I
0.
Oo
\ \
110 \
\ \ \ \ \
\ \ \ \ \ \ \
\ 0p PROPOSED (3) io'xio' BOX CULVERT I
692
\ \
\ \
1
SLOPE
I
1°6
I
? #00_
0+50I
/
12+d0.:
/
,/
11+50
Oo 12+00
1
+so
CONNE
TOR ROAD
700
OP
/
/ a
30 N 5 GRAPHIC SCALE 30 60 12�/ j^Zo
�/_ /• /
/ / //0 /
O v ( IN FEET ) /
/ (0I inch = 30 It
A-
1
/ �n
(j) 1 (\ IV I
PROPOSED 8' SIDEWALK 1
Is, \ J
PROPOSED CONNECTION TO SIDEWALK \ \ \ \ \ \ \ \ \ \ \ \ \
AL ONG JARMANS GAP ROAD \ \ \
_45\ \ \ \
�0 S \ \
NOTES:
1. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
715
EXISTING ioo' STREAM BUFFER (TYP.
•XI �
OO
OO
TH
(C-)
LNo.35791
O
(D
'ton
IONAL
/ EXISTING FEMA loo-YEAR FLOODPLAIN (TYP.
b
_JJ
wo
�� AG
4 CONCRETE
SIDEWALK
CG-6
CURB CURB & GUTTER
FINISHED GRADE CURB &GUTTER
FINISHED
I POINT OF CG-s
SURFACE
2Z
2X
2i
2X
6' PLANTING
-
1
6' PLANING
VDOT 21A
MAZE BASE
—8'
STRIP
6•
4 WOT
Z
s21A
ON
BASE
BASE
10'
(TRAVEL LANE)
SUBBASE
1o'
4" VDOT
sT1A
B2�
SIRUP
6—
(TRAVEL LANE)
TYPICAL NEIGHBORHOOD STREET SECTION (55' R)F)
CONNECTOR ROAD (PUBLIC ROAD)
GS—SSAR RESIDENTIAL & JfI.YED USE SUBDIVISION STREET DESIGN SPEED- 25 ffPll
NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST
OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT
MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER
THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007
ROAD AND BRIDGE SPECIFICATION 303.04
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
PVI STA: i5+oo.00
PVI ELEV: 7o6.22
K: 215.3z
715
PVI STA:
2+47.50
o.00
PVI ELE
: 700.58
0
N
Lo
0
K:8
.70
0
Lo
0
�
LVC:3
0.00
+
0
+
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V
v
710
LOW PT. ST
:12+37-90
+
n
+
n
m
m
W
w
N
L6
It H
Lii
/
v
>
U
w
2.
0�
u
m
\ m
PROPOSED GRADE
(TYP.)
W
%
705
z 0noA
Z.z
705
PROPOSED
77
x7\\
700
VDOT STD.
CD-1
PROPOSED
TIE-IN TO
WITH
ALSTON STREET
PLEASANT GREEN
ROUNDABOUT,
PHASE I FINAL
PROPOSED
SITE PLAN
700
TIE-IN TO
STA. 1o+1o,ELEV.=
EXISTING ORCHARD
o
DRIVE
VDOT
STD. CD-2
STA. i5+o7,ELEV.=7o6.35
5�33 7
\
FI L
P.
\
6 95
(T
6 95
CONNECTOR I
tOAD C/L STA 1
+oo
CONNECT
DR ROAD C/L S
rA 15+79
EXISTING ORC
ARD DRIVE
ALSTON
A 16+42
STREET C/L S
\X
690
690
PROPOSED (3)
8'(H)xio'(W) BOX
CULVERTS
EXISTING
GRADE (TYP.)
685
685
m
Ln
m I.,
Ln 'i
M N
In M
CO to
In lA
O LO
m
N CO
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Ln
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N O
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O
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W
Lo
Lo
Lo
�
�
r, �
Lo
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
CONNECTOR ROAD
14+50 15+00 15+50 16+oo
705
3:1 SLOPE
700
695
PROPOSED CONCRETE BOX
CULVERT WING WALL
6go
CULVERT COUNTERSUNK 6"-8"=Q__j__,
INV. 1 N=688.00J
685
O O1 00 N
w k
0+00 0+50 1+00
4• CONCRETE
SIDEWALK
705
-PROPOSED GRADE (TYP.)
3:1 SLOPE 700
PROPOSED (3) 8'(H)xio'(W)
CCONCRETE
BOX CULVERTS
89.o LF Qa 1.40%
695
CULVERT WING WALL
6go
CULVERTCOUNTERSUNK 6"-I
INV. OUT=686.75
EXISTING GRADE
685
M O
m Lo
Lo 00
1+50 2+00 2+50
CULVERT CROSS-SECTION
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10
( IN FEET )
1 inch = 5 fL
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 fL
J
ti
M
® M
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CV
w
W CV
O
CY) w
C>\I > Q
Q
W Q
J p
U
L9W 0— W
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= p
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ul C/) W Q
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U) z ��
w
J� w
W
JI..L
Q
z
O Q
CV
Lu
Lu
U
w ru
C W
n
JOB NO.
112066
SCALE
AS SHOWN
SHEET NO.
5