HomeMy WebLinkAboutWPO201900068 Plan - As-built 2021-12-09—yTH 0
CHERn A. SPOCK70N y
Uc. No. M5
12/0912021
NOTE y o
- 1.) THIS SHEET SEALED FOR AS -BUILT DIMENSIONS IN
RED ONLY.
X C� O CN RETEWEIR0.6'WIDE 2.) PROPOSED FEATURES ARE TAKEN FROM DRAWINGS
EDGE OF GRAVEL �% ��` ENTITLES "RED HILL ES" PREPARED BY MOSELEY z E, U
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LEGEND:
FOC - FACE OF CURB
r GSP - GROUND SHOT PAVEMENT / 224
c - 5 JES:GNED BY
3
DRAWN BY'.
DHP
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CHECKED BY
°n M1 CAS
SCALE
J1"=10'
1 inch - 10 It APPROVED DATE
09.2021
p by the Albemarle County ,
Community Development Department
12.+
Date 11/09/2022 PROJECT NUMBED
f' File WP0201900068 2102380
III... 1 OF
6
VIA
nA.FrOCK70N
NOTE:
THIS SHEET SEALED FOR AS -BUILT DIMENSIONS IN RED ONLY
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222: MH-2
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STA 10+21.67
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214: 6 " Cleanout
TOP 72&40 720.26
216: 6 " Cleanout
STA 10+19.14
INV IN 715.85 (211) 716.04
O
�+
102: MH-2
STA 10+07.30
TOP 725�4 725 5A
INV IN 7tr24 (223.) 715.36
>
STA 10+35.42
TOP 725.89 7 25.91NV IN 721.98 (215)
INV OUT 71fi:13 (221) 715,36
< v
TOP 7-21-.84- 722.33
INV IN 722.34 217
( )
INV OUT 722.34 215
( )
INV OUT 721.98 (213)
226:
8 Cleanout
"
O < > A
INV IN 7-18:58j103) 719 33
STA
10+00.00
c Q� M
INV OUT 798:48-(101) 719 09
212: 6 " Cleanout
TOP
725:02- 725.97
LU `o M `o
100: ES-1 for 15 Inch Pipe
STA 10+58.02
TOP 72519 725 44
INV IN 722.71 (227)
INV OUT 719.46 (225)
E Y a
• t E
u
104: DI 28 6 R Throat
STA 10+57.85
218: 6 " Cleanout
INV IN 720.23 (213)
224: 6 " Cleanout
_w m
c^ z m =
STA 10+00.00
TOP 749.3B 719 58
STA 10+00.00
INV OUT 720.13 (211)
STA 10+19.
TOP 724.f10
724.11 INV IN T17.92 (101) 718.14
TOP 726:00 2 08
TOP 724.46 '1 724.oa
� y'
INV OUT 71932 (103)
20.67
INV IN 722.81 (219)
INV IN 718.60 (225)
INV OUT 722.41 (217)
INV OUT 718.44 (223)
N N
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735
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740
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12+00
9+50 10+00
11+00
12+00 9+50
1D+00
11+00
12+00
12+50
STR104-STR100 PROFILE
STR204-STR200
PROFILE
STR218-STR222 PROFILE
STR226-STR202 PROFILE
HORIZ SCALE: 1"=50'
HORIZ SCALE: V=50'
HORIZ SCALE: 1"=50'
HORIZ SCALE: V=50'
�W
v �
VERT SCALE: V=5
VERT SCALE: 1"=5
VERT SCALE: 1"=5
VERT SCALE: 1"=5
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REVISIONS
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BY
DRAWN BY:
DHP
n
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CHECKED BY.
CAS
SCALE
1"=50'
DATE:
u
r
12/09/2021
PROJECT NUMBER:
m
2102380
2
2OF2
6
730
I
730
I
-
PROPOSED
GRADE
725
_ _725
\
EXISTING
GRADE
720_
720
3528' -
103
?
�3
31.24'
3.80% -
1
73 OF 22: 7p✓
'RCP 43 OF
�
lg
��� "RCP
715
715
VDOT STD.
.i.04'i,
CLASS Al
RIPRAP. SEE �
SHEET C5.0 �
10
710
705
705
204: DI38 61) Throat
STA 10+00.00
TOP 720.02 T20.38
730
INV OUT 715 T (203) 715.4
730
202:
H-2
STA 1
33.12
TOP
17.03 717 90
725_.
INV I
342:85 (221) 714
.0T
725
INV O
T 71 t.4fi (201
PROPOSEq
1712.99
GRADE
200:
S-1 for 12 inch
ipe
STA 1
+41.13
720
TOP
12.2 713.
720
_
INV IN?
11.07 (201) 7
2 19
715
7�5
34.09' - �
?0
�
y0 F EXI
NG
G
DE
710_
I
710
_
201
$.O0' OF LEVEL
12.01°M -
12" HDPE SPREADER,
� 5.00%
705
705
735
,_
735
73G
_
730
-------
[PRqPOSED
DE EXISTING
725
GRADE '
725
1:
217
720_ �
720
® 1.00%
411.84'
6•y
OF
97 22' -
i OF
715 8" HOPE
715
® 3.00%
213 ---
�3
:88' OF
38 3T - 8
HDPE
4.50°�
T10
710
MH-2
TA 10+21.87
OP T20:40 72
.26
IN 715.85 (2
1) 716.04
V IN 7�rx24(
3.) 715.36
735
1
735
Ji
I
�02: MH-2
STA 10r33.12
730
730
PROPOSED
INV IN 7+2:85 (
1) 714.07
jGRADE
ENV IN 743.94 (
03) 715.2t
INV OUT 714r
(201) 712.99
725
I
725
EXISTING
720
GRADE
720
�5
173�i
"s 6T - 6"� OR
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71b '8•
715
63.10' - � �p�pF
53-72' - j2
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710