HomeMy WebLinkAboutWPO201800033 Plan - As-built 2022-01-11MANAGEMENT
AS-BU LT PLAN FOR
EARLYSV LLE BUS NESS PARK
TAX MAP 3-"", PARCEL 21A
Rio D STR iCT ALBEMARLE COUNTY, V iRG N A
VICINITY MAP
SCALE: 1 = 1000
APPROVED
by the Albemarle County
Community Development Department
Date 1/11/22
File WPO?01800033
SHEET INDEX
AB I ......... COVERSHEET
AB 2 ......... SITE PLAN & DETAILS
AB 3 ......... DRAINAGE AREAS
STORM WATER MANAGEMENT
AS -BUILT SURVEY
PERFORMED BY:
MERIDIAN
PLANNING GROUP, L.L.0
440 Premier Circle, Suite 200
Charlottesville, VA 22901
(P) 434.882.0121
.l UNE 9, 2020
DATE: OCTOBER 19, 2020
REV: NOVEMBER 16, 2021
NOTES:
1. Trash Rack must be installed at the time of
installation of the Concrete Riser Structure.
Top of Dam-
Elev = 554.54
Embankment Elev=554.54 554.80 Trash rack manufactured 554.80
Pond
100-YR W.S.E. = 552.54 17 Embankments
10-YR W.S.F. = 552.16 C7 DUBDOOR=
Crest Elev = 552.00 0LE��❑❑����0
552.15 3
1�
2-YR W.S.E. = 551.04 0
6" Diameter Orifice -
w/ trash rack
INV = 549.50
549.98
4' Diameter
Concrete Riser
6'x6'
Anti -Seep
Collar
10'
711
Impervious
Core
/ 549.98 35.01' - 18" HPDE at 4.28%
Inv Out=549.50 32.82' - 18" HDPE ®6.03%
�:F4u Min.
t Off
STORM WATER MANAGEMENT BASIN SWM-1
/
1 I I
End Section
Inv = 548.00
/
(xisting Level
Spreader
b / /
//
EMERGENCYe-
/ SPILLWAY
\�42 SCALE: NTS
I \EXISTING.'1 x x x x xx x �/ /
CCESS EASEMENT GRASS SWALE I 1
\\ \ xxxx ✓x x / / 4 I"1+ / I \ \ DB 5166-651 �' Cp� , %
x x J x //'
/()�
� a
C��0/ /'/ /HDPH = 562.53 �6 EXISTING VARI
0:
0 / WIDTH PUBLIC SWIM \\ J I \
FACILITY MENT
/�/ I TOP =566. - DB -651 / J
/ 4!-HDPE-M = 563.13 ---- 558 ----- �� -��
575
567.90
Top of Berm=568.50
New Primary Gullet Structure
New Emagenc illway
48" Diameter Riser w An
-Vortex Device
math=l0'
Crest aev-566.50 566.
8
570
Bev-566.75 566.50
7100 1R W.S.E=567.41
- -
New Stornwater
Conveyance Channel
565
Slope =
1.07° It1.47.
_New Orifice w/Melal
Sam
15" Dia.
New 32'-2e RCP 0 0.50%
Upper Inv = 563.00
Inv Elev-563.50
Bottom of Basin=563.50
563.30
24° HDPE 0 1.46%
lower Inv = 562.83
560
ew 35'-24' RCP 0 0.50%
Upper Inv = 563.00 563.13
Lower Inv = 562.83 562.53
555
14+00 15+00 16+00 17+00
1 \ ?y\ SDMH-6 \ 4K\ \< <\\ RIP RAP
�5`k-----------
\ _
:::D �552- _ -
\ \- Loading I I _'----------- GJja-
\ \ \ 'pace HoW 75° "� I --
I 1 \ \ ISTIIAG 4, PUBLI \SWF / / \ con H \ I -
J I \ \ \\A CES EASEMENT / \ \\\ OuPadt
J in9 j \\ \ DB 166-65 \ mac' / l li" I \ \ / I I I / '5 /
\ \\ \ \ \ ( \ \ I I / I / Exist Trees - - - - - - - -LOT MH6
o\ \\ \ \\ \\\ \ �} \\\ \ DB- 51�66 65 / / // --- (To Remain) m
__
\ \ \ �� \ I �I / // \\ 48--------- ------ 580 MH5 �^, '0) 580
i L 1 ` \ \ \ / \ / - 5 ri o n o
I \� DO 516 -Cp a \
\
k � GR SS SWALE
1 �_-- I Exist. Office I �K
I `582 575
iJ r j
" Building I \ AKnox Box shall be provid&I
i I I x r \ Location to be coordinated
f \ r mow'` re Marshal's Office
I L _ V 1 84\ \ \\ \ \ s \ \ 1 \
T - - New 1-Story Building \\ \ \ \\ \" '"'" '\\ \\ 1 \ - / /
/ 8,000 SF 570
Q \ 1'rE=576..00 577.50
00
\ _ Exist Chann
New Retaining Wall
\ w/Handrail \ \\ New 4" \\ \ \\ \ \\ �. \ RI AP \ \ 565
i-% / J \ Max Height = 4.0' \ \ �'d' (TYP. \
7--�1==__=_=_� II a / / \ \ \ EXISTING \ l \ \ \ \ R\\ \ \ \\\ \540- -
7 C
® N \EAtJT \ \ \ \ \ \ \ S \\ \\
Exist. 4" RC
-----y ----- \ \ 1 \ \ \ \ \ \ \ RISER \ ---�
\ \ \ EXI TING ' Pro se \\ 2 \ \\ 560
\ \ \ \ IMAGE E SEME C rain eld \ \ / \ j \UNDER ND \
Exist. Pavement \ Drillers Lane (New Porti ) \ \ I !� DB 5166-66 \ \ s \ \ RAIN PIPE \
(To Remain) \\ 40' Public I�/W DB
\ \\ \\ \\ ' 8 \
a s '
_________________ \ z ' O _ fo \\ RO�SED VARAB�E
------------ ----__ // ': \ \ \ WIDTH PUBLIC SWIM
FACILITY EASEMENT
_ Exist TreesDB 5639-466 \
---- ^'(TRemain)
EXISTING ARIABLE WIDT
550
CR
O
O
o I
+ w
00 ( Proposed
rn II
+
-
CD
cD
� y Grade
M
II
t~jy j
Z
V)C3
Z
Exist Grade
64.06' -15" iIDPE
®B:iYY 2.4%
91.58'-1
"HDPE®1.11%
New Storinwater
Conveyance
Channel
SCC-2
New Stormwater
Management Basin
575
570
STORM WATER MANAGE
AS -BUILT SURVEY
PERFORMED BY:
565
MERIDIAN
PLANNING GROUP, LLC
560 440 Premier Circle, Suite 200
Charlottesville, VA 22901
(P) 434.882.0121
JUNE 9, 2020
DATE: OCTOBER 19, 2020
555 REV: NOVEM 3ER 16, 2021
550
PUBLIC DRAINAGE EASEMENT
l DB-5166-662
_
_
- -
I -
L o
\
ist Tre s
--
'NEVI L5' PUBLIC SWF
' � � � _
0+00 0+50 1+00
/
_
\
_
L-
- - ----------- Exit Trees
\
\\ \\ '
�� (To Re ip
-------
- (Toemain)
�� \\��
DACCCESS-'EA 61��
\ _ /\
GRAVEL
GRA SW E _
\
_
_�
\\ \�------------___
ACCESS ROAD
4
STORM SEWER PROFILE E
\\
mu m
\\ \\ \
\\\ � �\\\
-421
HORZ SCALE: 1"=20'
\ \\\\\
\\-_�_
\ �� \� �__`
�
VERT SCALE: 1"=5'
30' 0 30' 60' 90'
SCALE: 1 "=30'
0/. /
z
q TIMOTHY RAY MILLER D
" Lic. No. 2065
SUR\fiy
SHEET NO.
AB 2
SHEET 2 of 3
P__
--------- ----- -----------—_ _ I I \\\It
__----__ _ _ ___________ ___
\ \ 1It
(35
00
I
n
/�- 1 / __-- 110 \ \ \ \ \ \ \ \ 1
------_
---- _
i 1 111 i I ' -' ------------I \ 1
1 1 11 i i r------ / TD I I l
----------- i J I ULli_� \ \ \ - I / I I I / I / I \ I O/
1
\--------1 I \ /' // r / / I I I I / 1 /�\ \ \ \
/ I I /
' /\ \\/ / I / � 1�1 I Ill I / I °� \ -- �/ �' �• / III I I I / / �I\1 \ \ \\ `\ \ \\ `\
-- l I JI l l \ \ \ \ \ \\ \
---- / / I I \ \
-----'%
------------ ' '------------- '/ it `-------
, / I I I ----------- 1
j I I I
r i l I I' i b / /_------
\ 1 ---- -- — — _
\
l----------- - `--- / / l I I
--- - - -- ---\ \ / I / I I I \\I \IN
C
I / y
lY i I i i 11 \\ I / / / / h / / / - - ---- cd
La,/ / / - `. \ `\ /
CP
¢°4 ° / / I / I i I i i// //�/l `\\ `\ - --- - �� �/ J �/ / // \- / y //y i' 4)
DA-ELS
14.28 Acres
P
Kisting Level
---- - - - - - / / / // Spreader
i =Now
womw
-
/ / / I ` I I I 1 I I i l it l i �l // i / /l :r / , r-�\\ \\\\'l—�/ //// � � / /'— J /// �' /'•
<
/ / I Warehouse Building
It
I I I I �Z I I I 1 1 \ \ \ ♦\ \ \
� // / I I I — IL ---- I I � I I 1 1 \ `, \\ `;,; ,;\\,\\ � �..•eo��... •.. .:•:..; r�'il I \ � l I I / ,'' ,
' II I \
)IN — - .\-------------- i
�_ 5�_
�\ \ 1 \ \ I
I I Exist. Slam Inlet—\_ \
Exist. Office Bulling \ \ \\ \ \ \ -P I \ . I I /
' — — — — — — — --
LOT, (To Remain)
1 ` _—_—__—/
Exist. Aepndt
Parking Pre° I r V_J_� \`/ m o\ \^,,r�• \0.j'"t�f. \! _ — __
I^`
---------------------------
I Exist
Bindingce
I i 2 1\ �.` xm. eamrn`a+dsa.\`\`\ J
I �-- Exist Asphalt I I r_ ♦ �mrne'. om.. - \ \ \ , •�•• \ S' \— /
\\ I Exist. Storm Inlet / /--� Parking Area I 1 ®� ; ` \� `� ` \ \ \ \ I / 1 /% -\,NNN, \)
00
\ \�� to / Y \ kx.sxree sr r\
f 1.95 Acres
1 J I / —� `. \ �~ ------ O N STORM WATER MANAGEMENT
2.08 Acres ` Exist Maroc-
6
\ II \
I \ —a ----------- --- �x,.x.a \ \ \..c, =/ :/\ -' PERFORMED BY
` 'AS BUILT SURVEY
604-594- — — — — — — — _ — "- � J � \ \ \ \ \ `�`\
J/ ®.K \
------------------------------------------------------------------------------ -- 1 \- -\- _ MERIDIAN
t \\\Drnlera Lan
> �nublic w P rti ) \\ \\ \ \\ \ \ \\\ \ `-\- \\-\- -\ \ i / ^ — — —
\ DB 5166-659` `\ ` \ \ ` — \
— —
soz- ` ------ =/ \ \ \ ---- - ' - Charlottesville,VA 22e 2
- -------------
__ ____ a , � `� '\, � 440 Premier Circle, Suite 200
�- ___-- Exist frees rS `\
/ /� ',' ,,----------- trAemainj ---- -
546 44- . (P) 434.882.0121
----- - -_-
i _ �'' / / _ _ !_— —_ _ t Trees�— \_ -� — — — — �4
/
O— ____—___ - Exisj Dees \, \- osRnma IQ' -� —_� -�- -� — _ — — — — — — —
�� �' li -- \ — — _
___-' - \ \- — —
L ° _ JCTNE 9, 2020
-_ -__ - \ �`, ,,.5s=____------------- - '� - - -' — (To main \ \. \ -\ - - -- - - - - DATE' OCTOBER 19, 2020
---- - ------ ---_ \ \ -� - - ----- - ----5 REV: NOVEMBER 16,2021
----
594 Nunn
\ \ \ 592-----------�� LP
86
e.�\ \ \\ 9 Z
/ —594 / i i I i i / `- \ -_�`-- - \--__ss� \ \ \ \v� TIMOTHY RAY MILLER n
\\ \\
\
// SHEET N0.
-----------
50
0 50 100 150
q
g
3
SCALE:
1 "=50'
SHEET 3
of 3