HomeMy WebLinkAboutWPO201500037 Plan - As-built WPO VSMP 2018-05-17V5MF A5-13UILT FLAN fOR
CHE5TERfIELD LANDING Ph
IM MAP 5G, FARCEL5 3G AND 3GA
WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP
SCALE: i^=z,000'
IMAGE PROVIDED BY GOOGLE MAPS
SHEET INDEX
C I - COVER SHEET
C2 - SITE OVERVIEW
C3 - SITE AND UTILITY PLAN
C4 - SITE AND UTILITY PLAN
C5 - STORM PROFILES
C6 - STORMWATER MANAGEMENT DETAILS
f
PROPERTY INFORMATION
OWNER: HIMP
SM CHARLOTTESVILLE, LLC �T ic. 0 45153
200 GARRETT ST, SUITE B%/, g' i
CHARLOTTESVILLE, VA 22903
V,
LEGAL REFERENCE: DB 4670 PG 346 IdAL
BASE INFORMATION
SOURCE OF BOUNDARY SURVEY: ROGER W. RAY AND ASSOCIATES BOUNDARY
SURVEY DATED 04/20/2015,
SOURCE OF TOPOGRAPHY: BELL LAND SURVEYS AERIAL IMAGERY DATED
03/29/2015.
BENCHMARK(S): NAVD88, TOP MANHOLE ELEVATION=578.37
NAD83 VIRGINIA STATE PLANE SOUTH
WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY
SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY
THIS PROPERTY IS ZONED: R1 — RESIDENTIAL
MINIMUM BUILDING SETBACKS (SEE SUBDIVISION NOTES):
FRONT: 25' SIDE: 10' REAR: 20'
VSIAP NOTES
STORk WATER QUALITY SHALL BE ADDRESSED BY DISCHARGING SHEETFLOW TO A
CONSERVATION AREA WITH CJD SOILS, AS COMPUTED IN THE VRRM.
CHANNEL PROTECTION: STORMWATER SHALL BE DISCHARGED IN THE
NORTHWEST TO AN EXISTING MANMADE STORMWATER CONVEYANCE SYSTEM
THAT CONVEYS THE TWO—YEAR 24—HOUR STORM WITH NO EROSION OF THE
SYSTEM. THE LIMIT OF ANALYSIS IS SLABTOWN BRANCH, WHICH HAS A
CONTRIBUTING DRAINAGE AREA OF OVER 700 ACRES, AS SHOWN IN THE
ATTACHED MAP, MORE THAN 100 TIMES THE ON—SITE CONTRIBUTING AREA.
STORMWATER SHALL BE DISCHARGED IN THE EAST THROUGH LEVEL SPREADERS
TO ENSURE SHEET FLOW.
FLOOD PROTECTION: STORMWATER SHALL BE DISCHARGED TO MANMADE
STORMWATER CONVEYANCE SYSTEMS THAT CONFINE THE 10—YEAR 24—HOUR
STORM WITHIN THE SYSTEM. THE LIMITS OF ANALYSIS ARE THE 100—YEAR
FLOODPLAIN. THESE MEASURES COMPLY WITH 9VAC25-870-66—C1 AND C3c,
AS -BUILT SURVEY
UTILITY AS—BUILT SURVEY BY ROUDABUSH, GALE, & ASSOCIATES, JULY 26 2017
LEVEL SPREADER AS—BUILT SURVEY BY ROUDABUSH, GALE & ASSOCIATES, JANUARY 3, 2018
APPROVED
by the Albemarle County
Community Development Department
Date i ZEL_
File—
• �jP`�Q%
IIII*AW AM� m m M,mm = II111111111111111111111,1111111im m No m = Cq w
IIIw
IZ
IIIz
w
SHEETS C4) C6 SHEETS C5) C7 IIIZ:E
IIz
II...... ...... IIIIIIIv 0
w
IIIIILd
r 7" V) i. .... ..... INV OUT >
IIzCn
w
Iw
I0 1
IIkv OF z IIIejj .. ... .. 'T IIIII. .. .. . .. IIV.0 IZW P6 IIIIIIIIIIOV rj ,` >
SHIMP
3.34 LIC./NO. 45183
I. . . . ................ IIONAL
IC II -2 IIIIIIIIIIII- --- ---- -- -- INV OUT=583 2 HD. 4 IIIIIIIIIIIIIIC IZ IIIIIIIILLJ
I:R O ot p 4� IIAl 4- TI7-A (z) HDP LIT=582 24 IIFTI .......... ------- ... . .. f I;r i IIII........ ... OF ILOODWAY-- IIEl II7 IIIII-7 . . ........ IIIIIIIIL IIIIIR
Ir >< IIIIell, IIIIIIIIIIII-1, 1w_1 II.... . . ... ... I11 IIIIIU M IIIIImin—ANN" Romp 11 11LE FO P R E-_ 27-8P, ---V,
IMAP1c ER 'TT ANO KAM OU 1 d IDate
02 18
II03
Scale
i60 IIink Sheet No.
1 "=50'
C
OF 6
50 0 50 100 150 File No.
m IIIIScale: 1"=50' 15.006 I
E20
b
i 0� +00 i (11H,11510. 114, 00 11 -11 50
(__1� STOR M SEWER PR 0 FILE: STM Al A4
� (-J.F) JS&M. 1'�=W Horizontal, I"=10' Vertical
_A5
6 1
tAff) 625
1'3
T -5 620
6 5
5,210 605
5211,15
U1.11,J
&110 bi
2!5
1 &1XI
545
104150 1144310 11 A IN
('_�3STORM SEWER PROFILE: STM C5 -05B
�'Cl 5 JSCALE: I " =30' Horizontal, I"=10' Vertical
. .
-------- --- ----
--------- -
---------- --- --- -----------------------
-------- --- -
M-
Jl!��&
�j
46.82 -LF- 0
. ........... ------
5
. . .......
A
-7'! fRQ7----'-
T- ------- -
---- — --
02,®R,
V
4- -
AMM Am"
. ..... .....
..... .. ...... ......
-----------
— --------- ---------
-------
.. . .. . ....... -------
. .........
----- ----------
. .... .
. ..... .... . ..... ...
--- - - - -----
J�A_, 1,-, rg
tf0-0j1
. .. ... .......
............
- -------
---------------
_w
------------
----------
------- ----
........ . .. . ...
— ------
------------
— — --- -----
— -----------
P",
co
F1
--zf-
N
A
j7 -If
11-W E -
------------- - -----
---- - - _g,
J. VER
625
- -- ------------ - -- -
_A5
6 1
tAff) 625
1'3
T -5 620
6 5
5,210 605
5211,15
U1.11,J
&110 bi
2!5
1 &1XI
545
104150 1144310 11 A IN
('_�3STORM SEWER PROFILE: STM C5 -05B
�'Cl 5 JSCALE: I " =30' Horizontal, I"=10' Vertical
. .
-------- --- ----
--------- -
---------- --- --- -----------------------
-------- --- -
M-
Jl!��&
�j
46.82 -LF- 0
..... ....
....... ....
F
at,
9
9PA"'MOR-RES.- S
- -- - -------
----------
71111�'51
a )FIE- -
y-Y."w_�
FY,
r
T_ 7
44
-e-t n
5
. . .......
A
-7'! fRQ7----'-
T- ------- -
---- — --
02,®R,
V
4- -
AMM Am"
. ..... .....
..... .. ...... ......
-----------
— --------- ---------
-------
.. . .. . ....... -------
. .........
----- ----------
. .... .
. ..... .... . ..... ...
--- - - - -----
J�A_, 1,-, rg
tf0-0j1
. .. ... .......
............
- -------
---------------
_w
------------
----------
------- ----
........ . .. . ...
— ------
------------
— — --- -----
— -----------
T----------
. ........ ......
r
+,50 Ill,_00 i 1 -,1-50 i 2 00
(�_2�STORM SEWER PROFILE: STM CI -C8
SCALE: 1"=30' Horizontal, 1"=10' Vertical
� .4-r"JU
� I 111vj
14TWJ
s1-0_r4d1V
C41Y'5
8144)
C '525
620
615
8
'05
8
511, 01
----A ............ — -------
1, W
M, I
......... .... ...
14),?
4� -
- - - -------
------------
----------
m
/
2
rr
Num C21"
------------- - -----
---- - - _g,
J. VER
625
- -- ------------ - -- -
--------
T
--- -- -- ----------- -
917". -0 ----------- — — —
4= tm K
5,
t
. .......... . ......
. . . . . . .....
------ -
- - - - - --
NUX
-- - --------
...
211
2m.......
% 411,
"Alf.
2
.... . ......
---- - ----
---- ----- -------
IG
S!"Er"IMCA, M
X, 14" "K "RK
-- -------- . ..... .
IJ----------
C)
- ----------
- -----
---- ---
-------
------------ -------
- ------------ -- -- 4c�� 4e
I GGI
-Fiqp"
...... ------- - _
— ------
- -- - ----
---------------
----- --
- ---
----- -------
------- - -------
---
5k,
------ -------- ------ -
. ............
12 + 1 IS 5Y11 1 44-C-0 1 -i -so �5 I - i X)
(__4�STORM SEWER PROFILE: STM BI -B8
��5 -SCALE: 1"=30' Horizontal, 1"=10-' Vertical
0',
111A14
6 2 �6 i
612101
U2
_CD
1 IV
- - 'I C+CKJ 1 "0'1 -,-5',,' - 6 2
STORM SEWER PROFILE-
('5__�'�STM C6-C6A 615%
C1 5 � SCALE: I"=30'-Horizontal,-f"L�id'---Ve-rtical-----------
I 0-r-lik,
� a. LIM
------------
------
Z_5-1
4-
_U
rr
Num C21"
------------- - -----
---- - - _g,
J. VER
625
- -- ------------ - -- -
--------
- - 'I C+CKJ 1 "0'1 -,-5',,' - 6 2
STORM SEWER PROFILE-
('5__�'�STM C6-C6A 615%
C1 5 � SCALE: I"=30'-Horizontal,-f"L�id'---Ve-rtical-----------
I 0-r-lik,
� a. LIM
b - 4 1 ell "D 1 -1 - 1 - CK", 1 74-t',401 1 1�11� -1 4) 0 11
(!:�STORM SEWER PROFILE: STM B8 -B11
SCALE: 1"=30' Horizontal, 1"=10' Vertical
OVA-UNJ
m
YU11-KAJ
ZU11_1�11j
Z Uu
611ki
1,115
u �01
64
FW)
636
E,00
------------
------
Z_5-1
4-
_U
rr
Num C21"
------------- - -----
---- - - _g,
J. VER
- -- ------------ - -- -
--------
T
--- -- -- ----------- -
917". -0 ----------- — — —
4= tm K
. . . . . . .....
------ -
- - - - - --
NUX
-- - --------
"Alf.
.... . ......
---- - ----
IG
---------- - -----
.....
-- -------- . ..... .
. .........
C)
--------------------
----------
— ------
........... .
b - 4 1 ell "D 1 -1 - 1 - CK", 1 74-t',401 1 1�11� -1 4) 0 11
(!:�STORM SEWER PROFILE: STM B8 -B11
SCALE: 1"=30' Horizontal, 1"=10' Vertical
OVA-UNJ
m
YU11-KAJ
ZU11_1�11j
Z Uu
611ki
1,115
u �01
64
FW)
636
E,00
q
k N,
it
"'T �v %
7
... ......
N,
N),
511– 1.
Q�
AV
U,
-h
vli E
--f -v
1, 1 1 '17 AL
ilk
liliv
"n �zi
-M
A.–
V'l
zf
f lr, 0U.
y
-4 tv�ff
%
J v\
m T � 41 �
T
N,
K Pt
'x,
y, ... .
4,
N
911
y
A . . ...
t
h
ILI.
hd
iN
�X
! A...........
!I_" I� Af
RZ,
f"'K Ill' WY.
N,�
-3V
n r X
i A.1'414T
xi
�_ �:_ _, .– _,", _',
B4O4PA'i k4
L
� Ei
,I A4
44"
7" . .....
Z
44—L I
..........
ti 4t;
!T
7 T
_0 NC WALL 'I
_4;,- ro
/'SF �1 j
J,063
j fe ITOP=583.34
q �q -I
vq� W, I
�2
V
V
j''s i
X
s
CONC WALL
v J IIUV=583.33
T-1 ..... .
%
'j
k;
�7,
W 111�
r
2e HDPE
J 'o A
t4l'; 'I
, t�l".-'.�;--�."Ii.�'.-'.�',�-��',�.",,.".�.'�.�,�'.�.".-.��"..'�',����'.1.1�.-"��.'.-.'�,�� N
Q
ja
INV OUT=583
A
f\ md
V,0 Htlik
E, Sk,
j" j& -j
M i A t
P
i Is
-9 f
N
At
M
f
N, s
I it"U, z 4
;Rr
j?
me
WX
"T
%P1
A
mi t
T
It
V
Sv........ ...
t A,
Ilk j! I
p -i
q
OC I? pRi
i R)PUAM PER f M F11-000
-V V
'j, e7p, "'4EK
'Wt , I T�'p Ylk, 0 /
lt� It 1 11 i "I 1_1 W.- 'w I.'
vlq� q
-Pr
N5
S -,EMk 0 F ""R
%
T,
MAP,%
JIM: m 4
p
Amk;i
J------
j
0
2
%r .... .... ..
0,1?
P NV 18 5, -,,),r
�,�,;r;v E
MX
_4,
ZZ %
7
14
Z�
C16
(4,2
h Ail
CONC WAq
k`�
er
0 NI S ER' k1_1 I
r)p=1:UQ9 ')A x
Ts _,jq,�y
-RAP
L
.r' _440,20 -
_J
.... ... . .... .......
CI IP
10�
A I
0_
4'
%
"I LAI % %
"An w �iI
9.V I
B1
y,
1-Y EC -2 MATUNG
."Al X-1-1
.... .... .
Vt
X jq,
k
j
p
0 Q IMIE 3
a
?
WALL
7_
NC
ZE
Q? i-
04.
JA� �T, %
N, -s
------- P=5'
V�
$1
T10i
M L
44
I-` O'K' N 3
_j A _IX PLACED MA
C11
It
_A', E M qV�j
kv I - -
_Yj
V
j
A
Ali
-0, brL 'PLAN 14,
;�4 CV 4`t
A,
J'j `21h IIRE
T
31.
C
P
.. .. .... . .
U
r
R
V,
0" . ..... 31
�g
IT,
;1!:4
�K
%
4 V
4
A
F R'OfM, %
Y
T j
x N
Y r
Nv
_N,
I N`
0
y
UK7 -1-
x
N,
J
if
Iv,01 U
% ,
d,
�7N
'N
f % Z
`4 �M
J,
� frt"
wr
Cn, N,
IN,
x"
x
LIMI M,
4' OD"?VAY
\V
X
/A�
V
x�. ..... .... .
�J(J�)�, UM H,� Y
LAfNI Pi M A F 0 0
rm "Ov
PROF L, I X,
HOf
CROE
S E.'n &
pp
�A A 27-8;', 1 !3--V,
k
P
q,
ND
11
�j
4"
4L,
21�
A
v–,
A–L
Y
N
Z
V�
%
J4
VN
vk"J
'yo ,
N
%
A
IL
"A'
50 0 50 too 150
J6
Scale: I"=50'
/o,
0 2
0
0
Cq
Cq W
w
Z
z
w
iiiii""IlllllllllliiiiiiiiiiiiiiiiiiiiijiIllillI z
V)
z
V)
D
0
0)
Cq
>
V)
S -b
V) >
U)
z w
r -
R 0
w
0 1
Cq ()
A' T
u JUSTJ SHIMP
Lic 45183
�nitob
�AONAL
V)
Date
03/02
Sheet NO.
�C 6 OF 6
File No.
15.006