HomeMy WebLinkAboutWPO202000032 Plan - VSMP 2020-07-20VSMP PLAN
LEGEND
EXISTING
ti
311.5 x
311.5 TC x
311.5 TW x
311.5 BW x
3
m
OHU
ucu
J
S
W
O
0
GAS
NEW
0
x
m
OHIJ
ucu
�O
111
W
O
0
A
DESCRIPTION
BOUNDARIES
BENCHMARK
SITE PROPERTY LINE
ADJACENT PROPERTY LINE
BUILDING SETBACK
PARKING SETBACK
SITE TEXT
PARKING COUNT
TOPOGRAPHY
INDEX CONTOUR
INTERVAL CONTOUR
SPOT ELEVATION
TOP OF CURB ELEVATION
TOP OF WALL ELEVATION
BOTTOM OF WALL ELEVATION
STREAM
STREAM BUFFER
100 YEAR FLOODPLAIN
BUILDING
BUILDING
RETAINING WALL
STAIRS
EDGE OF PAVEMENT
ROAD CENTERLINE
FRONT OF CURB
BACK OF CURB
CG-12 TRUNCATED DOME
SIDEWALK
BIKE PARKING
HANDICAP ACCESSIBLE AISLE
HANDICAP PARKING
MATERIAL
CONCRETE
RIPRAP
ASPHALT
EC-2 MATTING
EC-3 MATTING
WETLAND
TREELINE
FENCE
UTILITY
UTILITY POLE
GUY WIRE
OVERHEAD UTILITY
UNDERGROUND UTILITY
STORM
STORM MANHOLE
DROP INLET
STORM SEWER
ROOF DRAIN
SANITARY
SANITARY MANHOLE
SANITARY SEWER MAIN
SANITARY SEWER LATERAL
WATER
WATER LINE
WATER METER
WATER METER VAULT
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
GAS
GAS LINE
EASEMENTS
CONSTRUCTION
GRADING
ACCESS
SIGHT DISTANCE
UTILITY
STORMWATER FACILITY MAINTENANCE
STORMWATER ACCESS
DRAINAGE
SANITARY
WATERLINE
GASLINE
1300 RICHMOND ROAD -FLOW AUTOMOTIVE
OWNER/DEVELOPER
Owner: Flow 1300 Richmond LLC
500 W 5th St, 18th Floor
Winston-Salem, NC 27101
bthomas@flowauto.com
ZONING
HC - Highway Commercial
Entrance Corridor
Amendment to SDP199500042
With SP199400004
SETBACKS
Front (measured from right-of-way or exterior edge of sidewalk if the sidewalk is outside of the
right-of-way):
Building: Min - 10 feet, Max - 30 feet`
Parking: Min - 10 feet, Max - None
'None on any lot abutting a principal arterial highway or interstate
Side & Rear (if abutting lot is zoned residential, rural areas, or Monticello Historic District):
Building: Min - 50 feet, Max - None
Parking: Min - 20 feet, Max - None
Side & Rear (if abutting lot is zoned commercial or industrial):
Building: Min - Accordance with Building Code, Max - None
Parking: Min - None, Max - None
MAGISTERIAL DISTRICT
Rivanna
SOURCE OF TITLE
TMP 78-6 : DB 5272 PG 714
TMP 78-7 : DB 5272 PG 714
SOURCE OF BOUNDARY AND TOPOGRAPHY
Boundary & topographic survey provided by:
Roger W. Ray & Associates, Inc. (01/07/2020), updated (03/16/2020)
w/ portion from LIDAR retrieved (01/30/2020)
Delineation of LIDAR & Surveyed Topo Shown Sheet C3.
Topography field verified by Justin Shimp, P.E. (03/25/2020)
BENCHMARK
Datum for topography is NAVD 88
Benchmark located in parking lot near existing building on TMP 78-6 elevation 420.08.
FLOODZONE
According to the FEMA Flood Insurance Rate Map, effective February 4, 2005,
(Community Panel 51003CO287D) a portion of this property does lie within a 1 %
annual chance floodplain.
RESERVOIR WATERSHED
This site is within the Upper Rivanna River Watershed.
WATER & SANITARY SERVICES
Site is served by Albemarle County Service Authority. All sanitary lines on site are private.
LAND USE SCHEDULE
EXISTING
Area
%
Building
39,330 SF
6.8%
Pavement
218,787 SF
37.8%
Sidewalk
5,334 SF
0.9%
Undeveloped
315,799 SF
54.5%
Total=
579,250 SF
(13.30 ac.)
PROPOSED
Area
%
Building
51,686 SF
8.9%
Pavement
233,216 SF
40.3%
Sidewalk
4,550 SF
0.8%
Undeveloped
289,798 SF
50.0%
Total=
579,250 SF
(13.30 ac.)
COUNTY OF ALBEMARLE
Department of community Development
Construction Record Drawings (As -built) for VSNW
The following is a fist of information required on construction record drawings for
stormwater facilities (reference Water Protection Ordinance 17422). It is preferable that the
construction record drawing be prepared by someone other than the designer. Please do not
provide design drawings as construction record drawings.
A. A signal and dated professional seal of the preparing engineer or surveyor.
B. The name and address of the firm and individual preparing the drawings on the title sheet.
C_ The constructed location of all items associated with each facility, and the inspection records to verify
proper dimensions, materials and installation. The items include, but are not limited to the following:
I. inspection Records and photographs for pipe trenches and bedding, including underdrains.
2. Video Pipe inspection for any pipe which are not accessible or viewable.
3. Updated Location with geo-coordinates of all facilities.
4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities.
5. Current physical and topographic survey for all earthen structures. Ponds should include a survey
of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required
for alterations from tlx: design.
6. Plants, location and type.
7. Plans and profiles for all culverts, Pipes, Rlsers, Weirs and Drainage Structures - Display the
installed type of drainage structures, culverVpipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide scaled computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical
sections and linings.
10. Easements - Show all platted easements with dead book references labeled Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
11. Guardrail, fences or other safety provisions - Display the constructed location of all safety
provisions; fences, guardrail, including the type, length and applied end treatments, compared to
design.
12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to
material types and depths. Include inspection reports, Ixxing or test pit reports and materials
certifications. Biofrlter media must be an approved state mix.
13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable.
14. Compaction reports are required to verify fill compaction in dams.
15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning.
GENERAL NOTES
1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are
based on information and data furnished to the owner and engineer by the owners of such underground facilities or others.
The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor
shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the
work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any
damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor
shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work.
2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to
protect structures from damage. Replacement of damaged structures shall be at the contractor's expense.
3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the
owner can make necessary arrangements to modify/protect existing structures from damages.
4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and
the Virginia Department of Transportation prior to completing any off -site work.
5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start
of construction.
6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and
engineer.
7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop
drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not
relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist.
8. All bare areas shall be scarified, limed, fertilized, seeded and mulched.
9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements.
10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated.
11. Retaining walls require separate building permits.
12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building
Department from the main to the structure.
13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit.
Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional
requirements and permits for demolition projects.
14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in
the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building
drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole
cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve.
WP0202000032
TAX MAP 78, PARCELS 6 & 7
ALBEMARLE COUNTY, VIRGINIA
VICINITY MAP SCALE: 1°=2000r
Map provided by Google.com
SHEETINDEX
C1 COVER
C2 SITE OVERVIEW
C3 EXISTING CONDITIONS & DEMOLITION
C4 GRADING & UTILITIES
C5 E&SC NARRATIVE
C6 E&SC PLAN PH 1
C7 E&SC PLAN PH 2
C8 E&SC PLAN PH 3
C9 E&SC PLAN PH 4
C10 STORM DETAILS
C11 E&SC DETAILS
C12 PRE DEVELOPMENT DRAINAGE MAP
C13 POST DEVELOPMENT DRAINAGE MAP
C14 INLET DRAINAGE MAP
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 43 227-5140
Chanotlesville, VA 22902 shimp-angineanng.wm
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD - FLOW
AUTOMOTIVE
SUBMISSION:
2020.06.02
REVISION:
01)
FILE NO.
COVER
SHEET C1 OF 14
19.078
C1
Y
THIS PROPERTY CORNER IS APPROXIMATE
ONLY.
/
/ g
PLATS OF RECORD SHOW THE PROPERTY LINE
--
TO FOLLOW THE STREAM. HOWEVER, NOTES
L
�"
ON
SURVEYS OF THE ADJACENT PROPERTY STATE
ry
THAT THE STREAM WAS RELOCATED AT THIS
' uN
'
,Iq
yp oW
CORNER BY VA. DEPT. OF HWYS. NO
�:94, '•,, S n'
EVIDENCE
/, �
ry my.
OF THE ORIGINAL STREAM LOCATION EXISTS.
M
THE CORNER PROPERTY LINE SHOWN HERE ON
\\ T d
IS TO THE CENTER OF THE EXISTING STREAM.
/
F
T.M. 78-8B
•`"
T.M. 78-58K /
WILTON, LLC
�\ \ �- 8 rom JAMES A.,
JR. & PEGGY W. DETTOR
D.B. 1130-125
•/
'
\\
D.B. 3713-419
/
D.B. 1198-307 & 308 PLAT
D.B.
2700-317 PLAT
ZONED: R10
D.B.
391-296 PLAT
4 D.B.
201-455 PLAT
ZONED: R1
PROPERTY LINE IS
SHOWN AS
A
THE STREAM ON
PLATS
$
coo 31 a
rR
M' .� ^�
h ry
^'
m"
GAP
RECORDED IN D.B.
201-454 &
o \ \
NRSD
,m
m.
D.B 1198-307
& 308
mm
i yrv� ''ry
,R'
0.038ACRE
T.M. 78-580
\ .\ \\ \ `\\ \ NaF v
" •�'
PAN TOPS CORNER, �
: \ \ \ \
- -"' ..._.._..._...
0
OVERLAP
LC.
�.
\ \ \... _y....�.__-..._...
` \� \ \ \ \
_..._
L1
„ „
GAP
..._..._..._..._..._..._...
\\\ �\ \\ \\ - \ \ ----- —
— — J '
\ --- ----- ._
._...
-... ...-L2 L3 La
D.B. 4358-684.
\ \ _ — _
/
---. --_
...-'
........ - - - - - -
•• •• �s
0.002CACRE
, r
0.008 ACRE
688 PLAT
\ \ \ \ \ 1 I `\ \\ `,\ ,^\ //
\`—_
- _---I
%EX.
x
FENCE
.._ `'.•
-' ate__----`- ............... - ..._ ...
0.008 ACRE
ZONED: HG
\ //'
!��\\ 1 \ \\ \\
\ 1 \ �\ \
��___—
/
/
/-----
-IRON FOUND 5 SGS. TIELUS➢ RIFLED •. Cy.
\ ♦
¢N
/
SHIMP. P.E.
\ \ \ _
COMPANY OF VIRGINIA
---
F OC
-
AND lEt4C£1?PH
\
'
'�\\ �\ �\ ��. ✓\`\\ \ �\\� �1�� -'
—\ ---�— J
LINEIN OSNOft
IRON FOUND IN
\\\� --
I\ --------'t�M ITS 9F DUST A CE
—'
APPftO MAE
_--'
AMEfi AN B 490_3>PLAT pFOpRDEO 80 `�
'
\L15
MONUMENT
ATION OF
-
-,--'�'- ANO TELEGRAPH CpM
LI> x
100 YR FLOODPLAIN
---5220'SAASFJIENL-
----
3>0 \ \ \
(D.B. 1549-598) \ /
NY
0 N �Nq'EA
J i\
x
_980-41y8)
`L19'
�340
EX RIP RAP TOO ------
_
_ _
PRESERVED SLOPES
--
--
- -
- /
— `_
�_�
I
IRON
- --
FOUND
—350-IRON
cMp
EX DI --
\`
FOUND.
/!!; AND GRADING EASEMENT \ •J\�.\
(U.S. 4553—Q3) \\\\\\\
�\
--
,
— — _ — _ _ EXDI \ 20
—360— — DRAINAGE
PRI VAT`
EAS
ry
\\�
/ \\\/
\
�y �]�
— — _ 361 2211 LAT)
360� o
-__- - - - - - -
�
------v7�AC
-I--C-L
mry
md�
_ -_
-------------
5.59 ACRES DOES N-O-T WE
W O\-
\ ' --f
_ - `� .---W -
----------OV€RtAP&-OR_GAPS)
_
D. 7 y \ _/
�
»o \ i
-_ )L-\ , I L
_________
FLOW 1300 RICHMOND LZC-- _
------------4]g 5272-714
e A
- -- - - -
LIMITS OF DISTURBANCE
v D BSZ --
I D.B. 1168-546, D.B. -440—,7 PLA_ a
v
t I I Ek'AN MH ---------- D-.B.--2-29_=569_& D.B. 201-454 PL
'_-
1 I SAN MH 1.e^
%—X—X— _--/ -- s-�-
— C-�\ E STORYOPEs & BUILDING METALK
-
v
#290
Y'
:.:
y _
L__ —
1� i -T-;- ------
ftl\ \. �i ♦. .� \- _ �/ x --\/ 1I
.z jl(� •:•:•:• /�"( _i.:«s r� \ \ _max
\�0. .i4ANAGED
SLOPES
s 5—�s_�5— us 8_ ILL
41 — EX: Mlj,2," s .•.
V`II D E%. M167— y / - - OLE
1
IIII IIII / / EX. ONE STORY STUCCO \ \ - - _ WV"
W/ BASEMENT
wy
A� \� vw \ ____�'• '����� L\
:\
'z_.l:
IIII IIII \ ` -»
1+_ \
IIIIIII AV `- alb
of m _ _ _
IIIj,III J _ \
O ,—i; vv
IIIIIIIII AG SE V A I .'rY541Ok
IIII IIII FIRK
EVA41L422 A oe ` I
%IIIIIIIII \ -L �\
IIIIIIIII I 1 ` \\ N . . \ \
\
IIII IIIIII I ) I \
IIII IIII
IIIIIIIII / l \ � :' ✓ \ '..
!IIIIII Es x`
1II11 b Ex �
T.M. 78-5A (lip Bill _. 1 E 1. -
PANTOPS CORNER, LC
D.B. 4358- 684,
688 PLAT
ZONED: HC
EX.
I Iilil II I
ulllll
IIII;;IIII;iII
/
I IIII IIII
�
IIII��III
(I6III'.
(]IIII
I
fI,
ry E
III IIMIIIIIIII
jl
/
I III \
I IIIIII I�\�u\
O �
I
/
OR
SIGN
x
\
PMA
x x X.O
E% DI
M��6
_ ,5' Ex 12' EX ,5
K T EE OA( Tft E GAI Tft
x. 2••
OAK THE
/
--
' /
4
\\\'♦
I
/\\
�APP4PXIMATE OC ON OF
/
STOP
SIGN l
ME T ( LF U >.. SBN
X EX.O x. E EX ''f' /
m.
¢ .
APPROXIMATE LOCATION 0 /"
AO' / COMBINEDUTIU�CO,C EASEM -
/ FOR VEP AS CENTEL h
1327 / APPRWATERLI LOCATION T 20'
/ IMA
(D.B. 132J-145) /' WATERLINE EASEMENT
(P.B. 1549-598)
.. 1 MBINE.
NAI '
SET ( DINT 1 C D UTILITY EA
_ _ F No
BEGIfININGIN N seeee� I I (U.S. VEPCQ 1168-5168-546) ACSAII
I I
II 1
I
I
.S. ROUTP250
4OND ROAD VARIABLE
R/W HWY/ P. B. XI-200
D.B. 114
229-56
D. . 229-56(
MH
l
---------------
II I °\OEr•- COLLARDS
-
EX. ONE STORY STUCCO
& BLOCK BUILDING
T
\\ 1 11 2'30"
\ ` R-1 8.92'
ft
\
SFRU 578 \\\\I
339-701, �VI
J 707 PLAT
ED: HC
LIMITS/ OF DI
71
MANAGED SLOPES
LINE
BEARING
DISTANCE
L1
N8913'28"E
16.95
L2
S74'50'04"E
22.88
L3
S88'50'19"E
47.65
L4
N89'09'36"E
28.51
L5
S5427'37"E
21.14
L6
S4514'43"E
25.86
L7
S60'42'33"E
7.93
L8
N7532'00"W
162.81
L9
S7Y32'00"E
58.18
L10
N79'30'14"W
46.20
Ll1
N60'42'33"W
12.51
L12
S79'30'14"E
10.26
L13
S87'07'09"E
40.46
L14
S6211'08"E
19.35
Ll5
S3510512"E
6.74
L16
N75'32'00"W
73.82
L17
S75'32'00"E
37.19
L18
S22'35'13"W
13.54
L19
N6516'50"W
25.22
L20
N35105)2"IN
13.75
1J
1
I 1 4/I/iO- WtIiAR•, IN / ' 1\I \`I \ ` I
Yj
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design F1 used Engineering
912 East High Street Phone: 434-227-5140
Charlottesville, VA 22902 shimp-engineanng.wm
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD - FLOW
AUTOMOTIVE
SUBMISSION:
2020.06.02
REVISION:
01)
FILE NO.
SITE OVERVIEW
E►`3�I����YZ�]i[!
c2�1
60
\\ ♦y\� \ \ \ \ �100 R FL00 ��---- //- _\___ - _ \-----_ --- �-- \ \
\ �� \♦♦ \ \ \ ���` \�� FOL
MITS OF DISTURBANCE
/ \ \ \ �♦ \ \ \ NOT TO ENCROACH ON _ - _ - - ` - v - _ - 2
\ \ ♦-PRES€RW PES - _ _ _ _ 350
QQQP
--- _ — _
I I PERMANfNT-60N TRUCTON \ v EX• _ -- - - v
IRON -'� �� f,
FOUND V -- �� _ _ _ \, ---
I AND GRADING EASEMEN%\ \ \\ \ �\ \ ,3 \ \ ____ _ _ EX. DI 20' PRIVAT_E N
(D.B. 4553-473) \ \\ \ ��,>p \ \ ---_-- 360 DRAINAGE EASEM� T (D.B.
f— - — — — ",361 -2fiI I /PLAT)
7 —r -- _ _ — T.M.78-7
/\ \ ` ' 360� ----o r� --__- ---�GT 8 CNN
Q �
5.59 ACRES (DOES NOT INCLUDE —
NI- --------- OVERLAPS--OR—GAPS)
ACV
`RI S 370�. —= FLOW 1300 RICHMOND--LZC
� a
I/ vvv \�� �.370
CJvPEA�G----0,�_5272-714
.B. ♦ i y
_ � D.B. 1168-546, D.B. 440-3.7_ PLAT,
— — ■7— ------ ______
- ---� > - �'` ` � LEGEND
/ %/-- SAN MH fl:B. 2��-56_9_ 8c D.B. 201-454 PLA
TOPp _ - Sao AN c + EXISTING PAVEMENT /
+ + + GRAVEL TO BE REMOVED
SAN MH +
370� _ EXISTING PAVEMENT TO
RESERV€0._\--> ■ EX. ONE STORY REMAIN
----- _--&BLOCK METAL —
I ------------------- BUILDING �-
—_
T.M. 785A
STOPS CORNER, LC
D.B. 4358-684,
688 PLAT
ZONED: HC
. _ : 4 - ....-+ + `���+� _ __ -
+_+ + + + + + + + r �+— + ._ —
+ + + + + + +++� + X. 1
pD ♦ /L----- + + + + + + + + + +��. +—+—�+-. .a-_+ + + T +\ +—+—+-- �Cr
— + \ \ \--�v +� ��\ �� ��� �\ 1
0 11� I �.. �\ + ++Ex PAVEMENT++ + + + + �+ + + + + + + + + + ++ + + + EX�AYEM�fJFTB�\ �. ++* _
+ + + + + + + + + + + + + + + + + + + + + + + +
III —++ _++++ +++4K 4 _ \\� z \\ y.
+
++ ++ �_ v E T��Eq� �, ++� _1 _
1 + + + + + + + —�— t + + + + + + � � � +/ .. • � N I��
-� �+
z III I 1 i + + + + + + + + + + + + +�i� - _' +\ + + + + + + + + - + + + + r
+ ��. + + + + + i I _ s _ + e+ s+r+ + + + + + + + .'�+.#+\+ 30 II I r - - \ ANAGED
Z +-+-�� + — —--- M �� _ -��" SLOPES
11III( *+++++++++++++++++++`+ + v++ — - / .• I I 1 \\
11 EX+Mf �7 5 5__- _ _ ++ + +v . . + + + 00 �� -
+ + + + + + + + + + + _ I \ + + + + + +,_+ + + + + \ \--
1 IIII I ++0' o r- - _ \_7 +++++++++1+ OLE _ -- - -- -x x x
---u s- —* rt�—__ -
3 ++ rn a oI v+ ++ -++r 1 / Rix__ _�XoPEF
7 I—__ o 7- C + + + + + + + + + --_-- --__ ---_ ---_ - — 90- ---- S
�.++.��
+ + + + + + .-��+ + _+ + + 1 — — — — -- ---- ---- ---- -_-- -- - F
++ +++++++++-+ —4op— _
ONE STORY STUC I I R X - +` + + + + +EX+GRk. .TBR++++++++++++++++++ wv + 1 -- �' _x_—X _ — c --- ---
+ + \+ + + + + + + + + + ..... + + + + + + + + 404
1111 1 �\ \ 0 1 - \ ---
K. LSTEPS�B - - J I I \ — Q X. M H
+ + + + + + + + + + + + + + + + + + _
III II / ■// C ---- J I / �JC. BR + + + : -��. + + + Y -
IIIIIIy�R RRY \ \ ++++ ++.+++++.+++++.++++++ : ++++ ++ /
41 + + - - _ - - - - + + + + + + +
S H LIES S � ` v E X. ` � � + + + � - + � _ + + + + + + + + + + + + + +
+ ++ \ '+++++ + + + + + .++ + . + ' ` x D
I r j�� + . + + + +
IIII III / `\ ( j IUNIPER \ \ + + + + + + + + + + + + ` \\
\`/S14RUSS \ 1 W
I�/ \ TB \ +' +� ,+ U Z \ \
+ + + + + + + + + +
IIII II: +++ ----_ AD
IIIIIIIIII rL BA ER��-'41 __ __�- p+ + + + + + + 2 1 lq I� ,4
III II B o
IIII „� TB BS - r——�_r�.. D +++ + +++ + +++ + + J __� "EX. BOLLARCS 02,�—
IIII ; - + *-- —_---
IIIII +
llp II 1 OLLY +++++++++++ ++++++ + 1 ��--- , ,- --�--- ----'_
III X.-j�
1 T--- T
BENCHMARK ■ X \ +++++++++++++++++.....
+ + I L — —I
g1111I 1 MAG N IL SE ■ A ■ R 4 r 1
I I ELEVATIO =42 OS V �4�ry _/t
+ + + + 1�
I I III E . 1 '2 L + + + + + + 1 6 , o
IIIIII A \ v w
Illgllllll 1 ++++++++++++++++++ ( \\\\ - W
■ 4 ` V `
III - + + + � + + + + + + + + + + +
II II I+ ;.
+++ + + + + + + + + + v v ro
��. +++ ++++ ++ • A
■ v� /+ \ OD
IIIIIIgII i +*+ + E L�+++� \ . +++++ + \ w�
_ X. pt =-_
IIIIIIII ■ SHRUBS 1 +v+ 1 EX+ J ! v
\ P
x.
% + v
E L EX. LP P vF
IP E
°IIII o- o o EX DI TOP TO
I
III x + +�+
M
I
(IIIIII v � / 1 ■ J + + + + + + +
IIIIIIIII / i O LP S OP - E R ++)`+'.
+
IIIIII L_- o�� GN, R L �O+TBR1++++++++ /+
IIIIII �� / 1+ + + +++ + +++ + + + -. _ 4�0
V A
4
II
I
+ + + + +
qll I / 1 \ + + + + + +/+++' EX. ONE STORY STUCCO Ex. MH - X
++++++ +- _
ti
z I + + + + + + + & BLOCK BUILDING
IIIII , , ++ +++ +++ - Q X. ++++++++++++ - — -
gll�I �GP , I= + + SHOP + + + + + + +I �7 j
IIIIII /� SGN 1 k ++ �+ 4�A+ +++1++ R- + + + + + E+ G \ r
/ SIGN -, '1
IIIIII s �+ e
A
�IIIII� ^ _ - EX DI S + + +\ + + + + + +
k X. L
IIIII E o x o o LP TBR RE R +
O X.
+ ORTION OF BUILDING TB TRANSFORMER+ -
o + + + +++
+ + ++
% + k ++++++ + ++ ++
+ TER
SHRUB
+_ _
+ +�-- .-,-.-
/ xTBR ER T + + + + + + + + SHRUBS X DRAIN TBR +++++++++++ +
/ mr i TBR EX \+;* *+*+++++++ + + ♦♦ oz + ++ ++ .++..+.+ HRUB X. STEPS TBtiltR
IIll // // \+++ - - R \++ +++ }.
IIIIIIII / + + + + + + + /
Ill I III I X. \ + + + X s + + + + + + + + + + + + + + + + + +
• STOP + ++ 1 � - � - +
It Ili \ \ \ \ \ �� �PP�oxliwTE�OCATION' OFF \ \ \ \ \ \/� � � + EE�TB v
�\ NTF�AL LEP>kiONE� CO�(PAN� 0� /� + + + + \ + + + + + + _EX. _ + ++-++ ++- +++ - + + + + + + /
A V V V V V V V V V V - x +- EX - ++
VI GIN( EA EME T S +„ + + + + + + + + + + + + + + + + + + + + + + + + +
II I L� -� (__ A \ \ \ \ \ \ �Ru 5 +CON wV + + + + + + . EX. �P I + + o�
H + + + Rcr +
PO (LP EX. LP EX. LP X. LP + + + + + + + + + +. + + + + + + + + + + + + + + +
O I — EX' O i � � MEX, � E + + + EX ] + + + + + + + + + + + + + + + + + + + + + + + ++ - � - � � +' � . +
SHRUBS 0 W + + + 3 = - + + + + + + + + + + + + + + + + + + + + + + + + + + MI DISTURBANCE - + +
EX. PO L I IIkUS + +-+_ f + + + + + + + + + L + + + + + + + + + + + + + +
- _ _ - + Q +++ +++ +++ + + + + X: PAVEMENT TBIi OACHL� —
\ rX. GRO ND COVER 'TEY� / + + +01 + - TING PARKING /
P ACED - A�RS€D ♦ a SHRUBS + + + + + + + + + + + + + M SPACES TO REMAIN
- - - - / I TBq / _- X,MENT REMAIN Nti6 /
GYl — SLOPES ♦ + + + I _ + + + + + + _ 1 + + + + + + +
+ �- 1 \ �'at- EX> SIGN T8 - ♦ /E /
4 -- ------ — + +4 + I X + + + \ \ ��.. �s cas�c+.s�ss.--.w t±q + + + + + + + + + + +
- .
ucuuOH ucl OH�Jcl, u u$u v au EX. 15"
X _
";
°3 .- 1 ,. y.: "• °. . E XK12pEE0X TREE /
APPROXIMATE LOCATION 0 II•UTI L y K TREE •+ __"G0-" - K T�� 9 / /<I UR�1GM
-Z DN�y 1 NAI 1 OAK TR �w _ x
A
/ FOR VEPCO, CENTEL & / / T I I D.B. 1168-546 1 VAULT 9 yL s "�'' / ONE/
COMBINED UASCA EASEMEN Lr_..r_.. ... �..r_.. // BEG( NING �Ir_ II FO V(PCO, C EL j AC 1P WM � \, °^' - �„� -__ / ...,
\ / / / SET ( OINT TBR 1 E _ 30
/ / APPROXIMAXE LOCATION OF 20 N ) I I l -
/ / WATERLINE EASEMENT 1 I I .. `�• .
(D.B. 1327-145) // (P.B. 1549-598)
'A•. � Scale: 1"=30'
II III��IIIII I I �
III�III���I�
J
+
RE
AGED
`3339-701,
RU 707 PLAT
NED: HC
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design F1al:esell Engineering
912 East High Street Phone: 43 227-5140
Charlottesville• VA 22902 shimp-engineering.wm
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD - FLOW
AUTOMOTIVE
SUBMISSION:
2020.06.02
REVISION:
01)
FILE NO.
19.078
EXISTING CONDITIONS
& DEMOLITION
SHEET C3 OF 14
T C3
Now
FLOO
- \ \ • \ \ \ ` • `IN NITS OF DISTU TOP OF 6 FT DAM 346 / -
\ / _ _ \
/ \ \ `\ •• \ \ ` ` \ ` PRE TO OACH 44
S \ \ • — 2:1 SLOPE - 40
\80\ `� \ \ •`� APPROX. 5, 0 SF 48" CMP RISER
/ 'N€1V GR-2 ` • \ • - TENTION POND W/ SRASEL B& - -- - _ `-
/
5 L
_
\ \ - \ • .
- r
NEW 10' SWIM CES
I I I \ � \ \ � ~•\ � E EMENTEX, DI
F UND. �l -- APE Ni-60N SLTR CTION V v v - -46 V z4v / DGRA G \ \ \ ` \ \ \ _ _ - f — — — — — — _ EX. DI '� 20' PR(D.B. 4553 73 \ \`\ �3�0 --50 "• —360 �R GE EASE T (D. B._ .361 �'; 21 LAT)
— — > A v 6 56_ -- -- -- -- -- -- -- ---
I �I
l
FT �■ SAH MH -- ---- -
r
I
/ <
/ 0`O '�� \. 390 — — _ ■� EX. SOH
/ /
I T
V
s e �- --- Oti--- ¢ - sRESEs�0. . � EX. ONE STORY
o D 3A — _ 2 — — — — — • & g METAL
I I — n2 . _ — — _ — \ — BUILDING
� �, OCK BUI
------------- _ — — — \ # 290 - - -- --
'rn I I I f _ � I 1 I � • z
LiL_ r c — — — — — _ D - -412 \ -------- -
_ \ \
B - - - - - _ _ --` ---
/ p4-- ------ ----�_-t402-__ _=OR�FOI�aF - - \\\ \_ \ .\ - ---■�—x--x----- / //f
Sz
1 I --��■ \ 524 \ 39 3 W
II� . — -- _ � `� 'P9 ,' L53 <���5 =cs 9'\ ��. / / / '4 EW 12' ` . •. .���� aas=�c�cvs—c ���
o / w 0 rF - / _ it s w s DI 3C 0RA - � — 80
— — s — — -- N �3;...; 5 s_ - \ ANAGED D.B. 1 0-71
III —_A /\z1—�\ / _ - xa� w--���•• " �ECES�\- SLOPES U
— ^ _ — o{Q- �O�� X-- �_ . I N W 10' SWMA \ -- —
z — / L
y- _ 5
EX. MH
o W 1" WM--
IIIIII I / 470' J EX. MI- \ ! 13 -n, l rl — — NEW 6 A _ X. OLD __ ---_=-R_x�_�,/!� --- _ _
s�-- _ _
—11
3: vv 2 �5 HDPE E FH x — �___� oe�F — — 339-701,
NEW FDC Q a I - �� 99� x6 TEE �� =---_ ---__ --__ — — 90— _ -- oy
vLsrAlRs - --_ " c _ — — _ - _ - ---- -- _ - - ° RU 707 PLAT
�_ - ------ I I 1 28 RISERS l l 1 I / �� -ocyL--_- \STOP i — — ----- ---
- —400— — - - ONED: HC
_ -x-
_ _ -
-_ I / X \104X. MH
ql^ ----- ---
Illi EX SAL L o i /BUILDING B _ Y W I i a --- ji --- e
----
II _ 1
- _
1111 / -- --- �� EW SALES &
I / ,■ sERVICE ` \C Q3\/ _ -� se SHIMP ENGINEERING
III 1' / ■ FFE 420.7 7 TO -`2� \ \ 16 \ ` S EG E FFE` \ 3W \ \',, X D LAND PLANNING SITE DESIGN CIVIL ENGINEERING PROJECT MANAGEMENT
n� REMAIN 2 I _ 41 3 5 ' /^W ` \ Design Fxused Engineering
IIf`hII , Sl'• VI E \ \ _SE VICE `� _-__- 1 ■ (, \ \ --�.
E• P Q� \ ` I RECE QN —` Z --- —_— EX 912 East High Street Phone: 43227-5140
A A� ��Q �I IIIPS�R
III 1 77 , \ j I Chatlolksville, VA 22902 shimp-engineering.wm
LAD, ....,.6
IIIIIII111 .. \ ,76 _ l .r_-... OS x 3 Mtn iX IIII\ BOLLARDS
.. ,t
' � I
111111� H DRAIN 5 12 04
I I
I j 1 HI AGCHMARK � ■'. I r
I
IIIIIII I IP ■ FT
II � ■ . � ■ I i i i I I `� I I I T� T � ,.�•
L 3 \ \
N L I I I
1 1 ` 1 \ \
N IL SE ■ . / I 1 ! r —mil /
ELEVATIO =az .oa \ . \ 4
III11� �..�..�..�.��..�.. p T. ALL
1j111 vv v 3I v .MI " 5 ---- BUILDING Al `v ,` ' W DNS IN S a
EXISTING SERVICE N i,' . 5183
lulill __ 3 o APPROX CIS 2(� w�
lllul ; \\ 3 I I r \ L 404 TO REMAIN Ul
W� SS�ONAT. B
\
\ -
II II I • 9 9
E X. ALP [-X_ , EX.-0- dl NE 3 \
J
III 1 TOP
' II
T.M. 785A II ul I. .. ,
w 3
STOPS CORNER, LC iliiij ) wl D1 / 1� --- VSMP PLAN
D.B. 4358-684, IIIIII\�_�� FT _ �r 1a 14 BUILDING A2 _ ALBEMARLE COUNTY, VIRGINIA
' EXISTING SERVICE �'
73 ✓`r\ 410t�
688 PLAT Iglu
i o FFE APPROX 414.75 TO 1300 RICHMOND
ZONED: HC iliill / I 1 p 16 EX. MH _�v
llll�o / / 3� REMAIN -
IIIIIII �� STOP - - - --- ROAD FLOW
�SIGN - A�4 g
�I> AUTOMOTIVE
II I I _
/
III �
II IIIII 47
IIIII x •. __ >
I I /16 Ial AN maaaaa
III E ALP EX. LAP EX L EX DI / \ \ .. �..�.. �.. �.��.. ON
II I °III , o I I RE ERVTC
SUBMISSION:
/ I v\ �_ �..�..�.. /6 2020.06.02
oo � I . '
IIIIIIIII � J E. / / � 3 1 �� __-- �
SHARED ---_ REVISION:
IIIIpII / / i Jl
� �D . L _ NEW BUILDING OFFICE �950 '8 o� 01
till
II // // ' I NEW 10' SW% A CEs�S I I F DING ACE r BUI
417.00 A4 \ }
U111ii / / 1 w 3 \ EAS ME r FE NEW SALES BUILDING (� \
`0 # X. \ .' TS&V s /
STOP - ---- FFE 419.50
\ \ \ \ \ APP�OX14ATE\oCATICNX0F.�\ \ \ \ \ \ \//\ SIGN vv 3 I ---- /
�II NT3AL LEP`NONLI Co�(PANY C�—
III111 �� VI GI NI�EA�EV E�T (Ne. W ww w w w 1 i'8'0 �
_ _ 15„ - /
-_-_PO (LP EX. LP EX. LP X. LP H� I 16 ''�"n 19 20 / SAPESD
I O � O EX 2 W DI-7 T i .. •'F //
L I 1 16 \ '�DISTtl ANCE•',
NOT .Y EXISTING PARKI
A++A4ED. • 'y 7QI SPA I20"30
N 19 ' �•/ / / FILE NO.
�--- \ �F �� ons /
\ — — -- — SLOPES . ,�, _y @°
° ' H_ r
\ Oc
/
19.078------- - CA-cnscnszI 3B ---- :
ATE WM \7 —4 GRADING & UTILITIES
O6 u°20
-iJS
uc _ u uau �pcu
,/i jj// jiii/i!i. TFg—
O� APPR / / !/ !/ !i //i!/i!/i/ij /ij /i!/i/ij /ij /i/ ij ij ii!i i /ij ii /i %i /ij ii!i %i /ij ii!i / c MBwED urlurY EA —_ _�Fs� QN� `\` j� SHEET C4 OF 14
COMBINED UTILITY EASEMEN j / FO VEPCO, CENTEL & ACSA - _ -
/ FOR VEPCO, CENTEL & / / --- �GI NING) / / I (D.B. 1168-546)I j/i/ ucc ��_ - ' 30 30 60 90
ASCA APPROXIMA/TE LOCATION OF 20' / I ILL & OVERLAY APPROX./jj/j �, ��
JL_I/ // (D.B. 1327-145) / WATERLINE EASEMENT o I 2,850 SF PER IWP-2 MILL & bVERLAY APPROX. ..��! / /i
(P.B. 1549-598) y. I ` @70 SF PER WP-2 0 la Scale: 1"=30�
PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION
PROJECT DESCRIPTION
THIS PROJECT PROPOSES AN ADDITIONAL BUILDING AND PARKING LOT UPGRADES TO A
SITE WITH TWO EXISTING BUILDINGS USED FOR THE SALE AND SERVICE OF AUTOMOBILES.
THE TOTAL AREA OF DISTURBANCE IS 4.62 ACRES.
THE PROJECT INVOLVES THE FOLLOWING WORK ACTIVITIES:
1. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE EROSION AND SEDIMENT
PERMITTING REQUIREMENTS AND MAINTAIN ALL EROSION AND SEDIMENT CONTROLS IN
ACCORDANCE WITH THE PERMIT REQUIREMENTS.
2. INSTALLATION OF PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN
ON THE PLAN AND DETAILS.
3. GRADING AND PLACEMENT OF FILL SHALL BE IN GENERAL ACCORDANCE WITH THE
PLAN.
4. ESTABLISHMENT OF PERMANENT STABILIZATION OF ALL DISTURBED AREAS.
ADJACENT PROPERTIES
CONSTRUCTION MAINTENANCE
THE FOLLOWING CONSTRUCTION MAINTENANCE PRACTICES SHALL BE FOLLOWED AT THE SITE.
1. ALL E&S CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAIN
EVENT. ALL DEFICIENCIES IDENTIFIED DURING THESE INSPECTIONS SHALL BE CORRECTED AS
SOON AS PRACTICABLE.
2. THE SILT FENCE BARRIER SHALL BE REGULARLY CHECKED FOR UNDERMINING, DETERIORATION OR
SIGNIFICANT EROSION. SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN THE
LEVEL OF SEDIMENT DEPOSITION REACHES HALF THE HEIGHT OF THE CONTROL.
3. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS SET
FORTH IN THE CURRENT EDITION OF THE VIRGINIA SEDIMENT AND EROSION CONTROL MANUAL,
OTHER APPLICABLE COMMONWEALTH OF VIRGINIA REGULATIONS AND THE PROJECT
SPECIFICATIONS.
4. ALL SEEDED AREAS WILL BE REGULARLY CHECKED TO ENSURE THAT A GOOD STAND OF GRASS
IS MAINTAINED.
5. AREAS WITH RIP -RAP SHOULD BE REGULARLY INSPECTED TO DETERMINE IF HIGH FLOWS HAVE
DAMAGED THESE CONTROLS OR CAUSED EXCESSIVE SEDIMENT DEPOSITION. ALL AREAS SHALL
BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS E&S CONTROL PLAN.
THIS PROPERTY IS BORDERED ON THE NORTH BY PROFFIT RD; THE EAST/SOUTH BY
MAPLE GROVE CHRISTIAN CHURCH; AND TO THE WEST/SOUTH BY BRIGHT BEGINNINGS ENVIRONMENTAL CONTROLS
PRESCHOOL.
OFFSITE AREAS
SOIL MAY NEED TO BE IMPORTED FROM THE SITE FROM SITES WHICH SHALL HAVE
EROSION CONTROL PERMITS.
SOILS
THE SITE CONTAINS THE FOLLOWING SOIL TYPES:
12D - CATOCTIN SILT LOAM - 15 TO 25% SLOPES, HSG B
23B - YADKIN CLAY LOAM - 2 TO 7% SLOPES, HSG B
71D - RABUN CLAY LOAM - 15 TO 25% SLOPES, HSG B
79B - MEADOWVILLE SILT LOAM - 2 TO 7% SLOPES, HSG B
88 - UDORTHENTS, LOAMY - 2 TO 25% SLOPES, HSG D
CRITICAL AREAS
EROSION & SEDIMENT CONTROLS
1. SAFETY FENCE: A PROTECTIVE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF
AN EROSION CONTROL MEASURE. STD. AND SPEC. 3.01.
2. CONSTRUCTION ENTRANCE: INSTALL AND MAINTAIN A CONSTRUCTION ENTRANCE,
AS NECESSARY, THAT MEETS THE REQUIREMENTS OF STD. AND SPEC. 3.02 AND
CONFORMS WITH THE REQUIREMENTS OF THE EROSION & SEDIMENT CONTROL PLAN.
3. SILT FENCE: INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE REQUIREMENTS OF
STD. AND SPEC. 3.05. THIS SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE
EROSION & SEDIMENT CONTROL PLAN AND ACCOMPANYING DETAILS FOR THE PURPOSE
OF INTERCEPTING SILT -LADEN RUNOFF BEFORE IT IS DISCHARGED FROM THE SITE. THE
SILT FENCE SHALL BE INSPECTED AND MAINTAINED TO ENSURE CONTINUED
PERFORMANCE.
4. TEMPORARY SEDIMENT TRAP: A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN
EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO
DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME
TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM EFFECTIVE
LIFE IS 18 MONTHS. STD. AND SPEC. 3.13.
5. TEMPORARY DIVERSION DIKE: A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE
TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS SEDIMENT -LADEN
RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18
MONTHS. STD. AND SPEC. 3.09.
6. TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED
AREAS WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT
FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30
DAYS. TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH STD. AND
SPEC. 3.31.
7. PERMANENT SEEDING: PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED
ON THESE PLANS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY
PORTION OF THE SITE. PERMANENT SEEDING STABILIZES DISTURBED AREAS AND
ENHANCES THE BEAUTY OF THE SITE.
8. MULCHING: APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE
SOIL SURFACE TO PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION.
ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO BE THE MOST EFFECTIVE.
9. DUST CONTROL: CONDUCT DUST CONTROL OPERATIONS NECESSARY TO MET THE
REQUIREMENTS OF STD. & SPEC. 3.39 AS REQUIRED TO CONTROL SURFACE AND
AIRBORNE MOVEMENT OF DUST.
10.INLET PROTECTION: INLET PROTECTION MEASURES AROUNF THE NEW INLETS SHALL BE
PROVIDED IN ACCORDANCE WITH STD. AND SPEC. 3.07. SILT FENCE, STRAW BALES OR
TEMPORARY STONE APPLICATIONS SHALL BE APPLIED AS APPROPRIATE FOR CURRENT
GRADE CONDITIONS.
11.OUTLET PROTECTION: RIP -RAP SHALL BE PROVIDED AT THE OUTFALL OF CONVEYANCE
CHANNELS, CULVERTS, AND STORM SEWERS IN CONFORMANCE WITH STD. AND SPEC.
3.18. OUTLET PROTECTION SHALL BE INSTALLED WITH ACCOMPANYING STORM SEWERS
AND SHALL BE INSPECTED AFTER EACH RAINFALL EVENT AND REPAIRED IF
NECESSARY. ANT SEDIMENT BUILD UP SHALL BE REMOVED.
PERMANENT STABILIZATION AND SEQUENCE OF CONSTRUCTION
THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE
OF CONSTRUCTION:
PHASE 1
1. INSTALL CONSTRUCTION ENTRANCES AND INLET PROTECTION ON ALL EXISTING
INLETS.
2. INSTALL SILT FENCE AND PORTION OF RETAINING WALL AROUND SEDIMENT
TRAP 2 LOCATION.
3. INSTALL SEDIMENT TRAP 2 WITH TEMPORARY DIVERSION DIKES.
4. RELOCATE STOCKPILE IN SEDIMENT TRAP 1 LOCATION, THEN INSTALL SILT
FENCE AND SEDIMENT TRAP 1. USE CAUTION WHEN DIGGING AROUND EXISTING
UTILITIES - EXISTING STORM PIPES TO REMAIN IN THIS PHASE.
5. INSTALL DIVERSION DIKE TO SEDIMENT TRAP AND PLACE INLET PROTECTION
ON EXISTING INLETS WHERE CONSTRUCTION ACTIVITIES WILL OCCUR.
6. CALL FOR INSPECTION OF EROSION AND SEDIMENT CONTROLS.
PHASE 2
1. BEGIN GRADING AROUND SEDIMENT TRAP 2 TO PREPARE FOR INSTALLATION
OF RETAINING WALL.
2. INSTALL PORTIONS OF RETAINING WALL AROUND SEDIMENT TRAP AND BEGIN
TO FILL BACK PARKING LOT AREA.
3. LEAVE EXISTING STORM PIPES IN PLACE WHILE PIPES Al-A5 ARE BEING
CONSTRUCTED. DO NOT INSTALL INLET TOPS DURING THIS PHASE; INSTEAD KEEP
MANHOLE BASES TEMPORARILY BLOCKED.
4. WHEN READY TO CONNECT A5 TO A5a, THE EXISTING OUTLET PIPING MAY BE
REMOVED. NOTE THAT OUTLET CONTROL EXISTS IN STRUCTURE A5a WHICH MUST
BE REUSED OR RECONSTRUCTED FOR NEW PIPE OUT.
5. BEGIN MASS GRADING FOR NEW BUILDING AND LOWER PARKING AREA.
PHASE 3
1. BEGIN CONSTRUCTION OF NEW BUILDING, THEN PLACE FILL FOR SERVICE
RECEPTION RAMP. DIG OUT DETENTION POND DURING THIS PHASE IF EXTRA FILL
IS NEEDED.
2. KEEP NEW INLETS COMPLETELY BLOCKED UNTIL TRAVELWAYS ARE STABILIZED
WITH STONE. THEN ADD INLET PROTECTION.
3. KEEP SEDIMENT TRAP 1 IN PLACE UNTIL UPSTREAM SITE IS STABILIZED, THEN
REMOVE TO FINISH PARKING AREA.
4. ONCE ROAD CONNECTING TO PANTOPS CORNER WAY IS BUILT, IT MAY BE
USED AS A CONSTRUCTION ENTRANCE.
5. ONCE PIPE El-A3 IS INSTALLED AND UPSTREAM AREA IS STABILIZED WITH
STONE, INSTALL DIVERSION TO DIRECT WATER TO INLET El.
6. REMOVE SEDIMENT TRAP 2 AND FINISH RETAINING WALL AROUND SEDIMENT
TRAP 2 AREA.
6. ONCE FRONT BUILDING IS COMPLETE, INSTALL NEW MIDDLE ENTRANCE TO
SITE.
PHASE 4
1. REMOVE SEDIMENT TRAPS AND FINISH PARKING AREAS.
2. APPLY PERMANENT SEEDING TO ANY DISTURBED AREAS & LOW MAINTENANCE
GROUND COVER TO ANY SLOPES 3:1 OR STEEPER.
3. INSTALL NEW PARTIAL ACCESS ENTRANCES.
4. ONCE ALL WORK IS COMPLETE, REMOVE INLET PROTECTION.
5. CALL FOR FINAL INSPECTIONS.
1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS
TO COMPLY WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE
TO WATER POLLUTION IN WATERS OF THE STATE AND IN INTERSTATE WATERS.
2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION
CONTROL EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED
EQUIPMENT WHEN NOT IN USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE
PROJECT.
EROSION & SEDIMENT CONTROL PERMITTING
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE EROSION AND
SEDIMENT CONTROL PERMITS AND MAINTAINING ALL EROSION AND SEDIMENT CONTROLS IN
ACCORDANCE WITH THE PERMIT REQUIREMENTS.
GENERAL NOTES
1. THE INFORMATION AND DATA SHOWN OR INDICATED WITH RESPECT TO THE EXISTING
UNDERGROUND UTILITIES AT OR CONTIGUOUS TO THE SITE ARE BASED ON INFORMATION AND
DATA FURNISHED TO THE OWNER AND ENGINEER BY THE OWNERS OF SUCH UNDERGROUND
FACILITIES OR OTHERS. THE OWNER OR ENGINEER SHALL NOT BE RESPONSIBLE FOR THE
ACCURACY OR COMPLETENESS OF SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE
FULL RESPONSIBILITY FOR CONFIRMING THE ACCURACY OF THE DATA, FOR LOCATING ALL
UNDERGROUND UTILITIES, FOR COORDINATION OF THE WORK WITH OWNERS OF SUCH
UNDERGROUND UTILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION
THEREOF AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. ALL OF THESE
CONDITIONS SHALL BE MET AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL
CONTACT "MISS UTILITIES" OF VIRGINIA AT 1-800-552-7001 PRIOR TO THE START OF WORK.
2. WHEN WORKING ADJACENT TO EXISTING STRUCTURES, POLES, UTILITIES, ETC., THE CONTRACTOR
SHALL USE WHATEVER METHODS THAT ARE NECESSARY TO PROTECT STRUCTURES FROM
DAMAGE. ANY DAMAGE CAUSED BY THE CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE THE
CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR OR REPLACE. THIS EXPENSE IS THE
CONTRACTOR'S RESPONSIBILITY.
3. REPLACEMENT OR REPAIR OF DAMAGED STRUCTURES SHALL BE AT THE CONTRACTOR'S EXPENSE.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING SITE STRUCTURES
FROM DAMAGE AND COORDINATING WORK SO THAT THE OWNER CAN MAKE NECESSARY
ARRANGEMENTS TO MODIFY/PROTECT EXISTING STRUCTURES FROM DAMAGES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY OWNERS, ADJACENT LAND
OWNERS WHOSE PROPERTY MAY BE IMPACTED AND THE VIRGINIA DEPARTMENT OF
TRANSPORTATION PRIOR TO COMPLETING ANY OFF -SITE WORK.
6. CONTRACTOR SHALL NOTIFY AND COORDINATE ALL WORK INVOLVING EXISTING UTILITIES WITH
UTILITY OWNERS, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION.
7. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS
FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
8. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL BOUNDARIES, BUILDINGS, VEGETATION,
AND OTHER PERTINENT SITE ELEMENTS. CONTRACTOR SHALL IMMEDIATELY REPORT ANY
DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE OWNER AND
ENGINEER.
9. CONTRACTOR SHALL SUBMIT FOR THE APPROVAL OF THE OWNER SUBMITTALS OF ALL SPECIFIED
MATERIALS LISTED IN THE PLANS, TO INCLUDE SHOP DRAWINGS, MANUFACTURER'S
SPECIFICATIONS AND LABORATORY REPORTS. THE OWNER'S APPROVAL OF SUBMITTALS WILL BE
GENERAL AND WILL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF ADHERENCE
TO THE CONTRACT AND FOR ANY ERROR THAT MAY EXIST.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, INSPECTIONS,
BONDS, AND OTHER RELATED ITEMS IN ACCORDANCE WITH LOCAL AND STATE POLICY.
STORMWATER MANAGEMENT NOTES:
1. STORMWATER ON SITE IS ANALYZED AT FIVE DIFFERENT POINTS OF OUTLET.
THE MAIN POINT OF ANALYSIS IS POA 1, WHERE A DETENTION POND
COLLECTS RUNOFF AND RELEASES IT AT A RATE WHICH COMPLIES WITH
CHANNEL PROTECTION REQUIREMENTS OF 9VAC25-870-66-B(3). THE RUNOFF
FROM THIS DRAINAGE AREA IS RELEASED INTO A MAPPED FLOODPLAIN,
MEETING FLOOD PROTECTION REQUIREMENTS. ALL OTHER DRAINAGE AREAS TO
THE VARIOUS POINTS OF ANALYSIS MEET BOTH CHANNEL & FLOOD
PROTECTION REQUIREMENTS AS THEY EITHER SATISFY THE ENERGY BALANCE
EQUATION WITH AN IMPROVEMENT FACTOR OF 0.8 OR ARE RELEASED TO A
MANMADE CONVEYANCE CHANNEL WITHOUT CAUSING EROSION OF THE SYSTEM,
AND THEIR POST DEVELOPMENT 10 YR, 24 HR STORM PEAK FLOW RATE IS
LESS THAN IN PRE DEVELOPMENT CONDITIONS.
2. WATER QUALITY WILL BE ADDRESSED BY PURCHASE OF 2.59 LBS NUTRIENT
CREDITS TO MEET THE VRRM REDEVELOPMENT NUTRIENT REMOVAL
REQUIREMENTS PER 9VAC25-870-63.
3. DETENTION POND COORDINATES:
• (38.0355706,-78.4510122)
MINIMUM STANDARDS (MS)
All applicable Virginia Erosion and Sediment Control Regulations and Minimum
Standards shall be adhered to during all phases of construction. These
include, but are not limited to the following:
STABILIZATION OF DENUDED AREAS:
Permanent or temporary soil stabilization shall be applied to bare areas
within seven days after final grade is reached on any portion of the site.
Temporary soil stabilization shall be applied within seven days to denuded
areas that may not be at final grade, but will remain dormant or
undisturbed for longer than 14 days. Permanent stabilization shall be
applied at areas that are to be left dormant for more than 1 year.
2. STABILIZATION OF SOIL STOCKPILES:
During construction of the project, soil stockpiles shall be stabilized or
protected with sediment trapping measures. The applicant is responsible for
temporary protection and permanent stabilization of all soil stockpiles on
site as well as soil intentionally transported from the project site.
3. PERMANENT VEGETATIVE COVER
A permanent vegetative cover shall be established on denuded areas not
otherwise permanently stabilized. Permanent vegetation shall not be
considered established until a ground cover is achieve that, in the opinion
of the county Inspector, is uniform and mature enough to survive to inhibit
erosion.
4.TIMING & STABILIZATION OF SILT TRAPPING MEASURES:
Sediment basins and traps, perimeter dikes, sediment barriers and other
measures intended to trap sediment shall be constructed as a first step in
any land disturbing activity and shall be made functional before upslope
land disturbance takes place.
5. STABILIZATION OF EARTHEN STRUCTURES:
Stabilization measures shall be applied to earthen structures such as
dams, dikes and diversions immediately after installation.
6. SEDIMENT TRAPS AND BASINS:
A sediment basin shall control surface runoff from disturbed areas that is
comprised of flow from drainage areas greater than or equal to three acres.
The sediment basin shall be designed and constructed to accommodate the
anticipated sediment loading for the land disturbing activity. The outfoll
device or system device shall take into account the total drainage area
flowing through the disturbed area to be served by the basin.
7. CUT AND FILL SLOPES:
Cut and fill slopes shall be designed and constructed in a manner that
will minimize erosion. Slopes that are found to be eroding excessively
within one year of permanent stabilization shall be provided with additional
slope stabilizing measures until the problem is corrected.
& CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES:
Concentrated runoff shall not flow down cut or fill slopes unless contained
within an adequate temporary or permanent channel, flume, or slope drain
structure.
9.WATER SEEPS FROM A SLOPE FACE:
Whenever water seeps from a slope face, adequate drainage or other
protection shall be provided.
10. STORM SEWER INLET PROTECTION:
All storm sewer inlets that are made operable during construction shall
be protected so that sediment -laden water cannot enter the conveyance
system without first being filtered or otherwise treated to remove sediment.
11. STABILIZATION OF OUTLETS:
Before newly constructed stormwater conveyance channels are made
operational, adequate outlet protection and any required temporary or
permanent channel lining shall be installed in both the conveyance channel
and receiving channel.
12. WORK IN LIVE WATERCOURSES:
When work in a live watercourse is performed, precautions shall be taken
to minimize encroachment, control sediment transport and stabilize the work
area to the greatest extent possible during construction. Nonerodible
material shall be used for the construction of causeways and cofferdams.
Earthen fill may be used for these structures if armored by nonerodible
cover materials.
13.CROSSING A LIVE WATERCOURSE:
When a live watercourse must be crossed by construction vehicles more
than twice in any six month period, a temporary stream crossing
constructed of nonerodible materials shall be provided.
14. APPLICABLE REGULATIONS:
All applicable federal, state and local regulations pertaining to working in
or crossing live watercourses shall be met.
15. STABILIZATION OF BED AND BANKS
The bed and banks of a watercourse shall be stabilized immediately after
work in the watercourse is completed.
16.UNDERGROUND UTILITIES:
Underground utilities shall be installed in accordance with the following
standards in addition to other criteria:
a.No more than 500 linear feet of trench may be opened at one time.
b.Excavated material shall be placed on the uphill side of trenches
c.Effluent for dewatering operations shall be filtered or passed through
approved sediment trapping device, or both, and discharged in a manner
that does not adversely affect flowing streams or offsite property.
d.Material used for backfilling trenches shall be properly compacted in order
to minimize erosion and promote stabilization.
e.Restabilization shall be accomplished in accordance with these regulations.
f. Applicable safety regulations shall be complied with.
17.CONSTRUCTION ACCESS ROUTES:
Where construction vehicle access routes intersect paved public roads,
provisions shall be made to minimize the transport of sediment by vehicular
tracking onto paved surfaces. Where sediment is transported on to a
public road surface, the road shall be cleaned thoroughly at the end of
each day. Sediment shall be removed by shoveling or sweeping and
transported to a sediment control disposal area. Street washing shall be
allowed only after sediment is removed in this manner. This provision shall
apply to individual lots as well as to larger land disturbing activities.
18.TEMPORARY E&S CONTROL MEASURE REMOVAL:
All temporary erosion and sediment control measures shall be removed
within 30 days after final site stabilization or after temporary measures are
no longer needed, unless otherwise authorized by the local program
authority. Trapped sediment and the disturbed soil areas resulting from the
disposition of temporary measures shall be permanently stabilized to prevent
further erosion and sediment.
19. ADEQUACY OF RECEIVING CHANNELS:
Properties and waterways downstream from the development site shall be
protected from sediment deposition, erosion and damage, due to increases
in volume, velocity and peak flow rates of stormwater runoff for the stated
frequency storm of 24-hour duration.
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design F1 used Engineering
912 East High Street
Chanotlesville, VA 22902
5183
2b
VSMP PLAN
Phone: 40 227-5140
shimp-angineanng.wm
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD - FLOW
AUTOMOTIVE
SUBMISSION:
2020.06.02
REVISION:
01)
FILE NO.
19.078
E&SC NARRATIVE
C5
X --- / SEQUENCE OF CONSTRUCTION PHASE 1
k
1. INSTALL CONSTRUCTION ENTRANCES AND INLET PROTECTION ON ALL
EXISTING INLETS.
// \� \ \\ "• \ \ \ \�\ NOTTO ENCOF IROACHAONE --_ 2. INSTALL SILT FENCE AROUND SEDIMENT TRAP 2 LOCATION.
PRESERVE°-5L�5 _ - 350 3. INSTALL SEDIMENT TRAP 2 WITH TEMPORARY DIVERSION DIKES.
4. RELOCATE STOCKPILE IN SEDIMENT TRAP 1 LOCATION, THEN INSTALL SILT
/\\ • \ \ ��. __ - - - _ FENCE AND SEDIMENT TRAP 1. USE CAUTION WHEN DIGGING AROUND
/ \ o
����� EXISTING UTILITIES - EXISTING STORM PIPES TO REMAIN IN THIS PHASE.
v A 5 INSTALL DIVERSION DIKE TO SEDIMENT TRAP 1 v X v p - - _ K
v � "SHIN 350 -
II TOP DRYST�20 A(iE_384 �\ ' \+� \\ ` . \\ • . / ^- _ - - 6. CALL FOR INSPECTION OF EROSION AND SEDIMENT CONTROLS.
TOP WET STORAGE \ \ \ 'l' •� _ �•
BOTTOM 28'z14' 0379 /\ \ \ � \ �\ •-i_�------ __� � �L ----- 75" CMP _
F UON
ND. --- \ \, \\B? � \ \ \\ \ ��• _� y 4 EX. DI
/ T ` ° ------ --- �� 3so —
0 3j EX. DI
/ v CT
BERM SOIL EROSION & SEDIMENT CONTROL SYMBOLS
T. M ' 7 8 — 7 11, '`� SYMBOL NO. TITLE KEY
360
_ -�♦r�.t
- _.-
3.02 CONSTRUCTION ENTRANCE�7 5� .59 ACRES DOES NOT INCLUDE- CE
— X X 3.05 SILT FENCE SF
--------- OVERLAPS-.--_OR-CAPS) ® 3.07 INLET PROTECTION
� IP
\ M
--- - -- -3�0�� �� ----- - ---_ FLOW 1300 RICHMOND -LZ�
\ 3.09 TEMPORARY DIVERSION DIKE-7 7 DD
_ _ y ti0 3.12 TEMPORARY DIVERSION
J I \ \ \ - -� - _ 1 - \ I - - DRAWN TO SCALE 3.13 TEMPORARY SEDIMENT TRAP ST
I/ 370 / JJJ --0-,�_ 52.72-714 '�. O
PLA _
3.,8 OUTLET PROTECTION
-546, D.13.440-PLAT, 1168 OP
\ . _ s
-/� '3.31 TEMPORARY SEEDING
E AN MH TS
I D-B. 2��-_56"- `h. D.B. 201-454 PL/- } i 3.32 PERMANENT SEEDING �S
380 '� ---_
\ ` 1 u, I I M 3.35 MULCH
y /
,A� /I MO� - �� \ \ _ _ _ \ ♦/ _ 390 - _ - - - I I SAN M H ` - - - / �--®—� 3.39 DUST CONTROL
LIMITS OF DISTURBANCE
x x — y - - - - - - DIG CAREFULLY
_
/ ll I Il Yam/ - - - - - - -y ---___` -- _ — -��' - I
- _ _ _
AROUND, NG � _
;��>� • ■ , I I EX ONE STORY
---------------------_ _ _ --- S & BL L - -
��•�E METAL
/ — _ _ _ — Bon�la ssx a aee _ K BUILDING_ —
/ / 1+I++I+,-.. . . + + +------- 'TOP_WET STORAGE 39 "� II II O#1290--_ ' ��?
++L . . . . - �t111� CiE 394 \ \ ' U _----- ..
1 + + + — - !!!!� z O� K -_ -��_ -�v�
P I+ +-'�EAC{� BASED 471 -
/ I+ L+ ++++++r++=-RIEIE�L�CAiION 0F+ �%9A��
T.M. 785A
STOPS CORNER, LC
D.B. 4358-684,
688 PLAT
ZONED: HC
+-+ � �ESEi2 SLO�ES.Z'fOEKPILE_ + ?-+-+- , _ I _-- _ � � _ - � � _
` ++,=- -To-6 D POR-A-NEWL + +c --� +, + _ \\ �\ x III -
+ + + + + SURVEY-Ti �l tOCAT10I� _ - + _ ----- - —
_SLO
--- - PEi-_� - -- -
-402-1
O + +-++-s-+_+_ --� i�+�+ -- - _ __ - _
1 I '•�I %'EX�PAVEMENT+TER+%+ +++ ++ EX PAYEMENfTB�\\
+ + + Z° _
- _ Ci B 6 _ 0
_ _
- 1 `
+ + + + + + + + + + + + + _ + + + + + + + +
IIr I . +++++++++++++++++++++++++ +� +.i++++++++ ++++ - \'fl T4]"� + + + \- \ !.
+ + + + + + + + + + + + +I- _ - + + + + + - + + - + + - + + +^s
o> _�--� +\y+ a-+-t + + + + + + + + - + _ -- ---� 1 ANAGE
I +-+-��+ I — — ----__ S +++�- _�+ + ++ ++ _ ---- .:�"I \-- SLOPES
D
+ + + + --___ — --S —�— M + + + + + ,ice
+ . . . . . EX+ MH + Jos _ _ _ - - - _ RELOCATE PORTION LL
+ j� �� --- PILE TO INSTALL /- - -- -- --
+ + + + + + + + + I _ _ +++++ POLE 1 _-�-
II o r----__ _ ---- _
410' . . . . . . . . EX. M m - _ -7 / 1 I NT TRAP _ - - -=- " - x- x -
- - rt�—- _ -
+ + + + + + + + + + + I + + + \ \ ��H_—X
\�- x �c - X,
+ I \+ SRO+IMF TRAP 1 DRAINAGE AR +++++.*+
V EXISTING rn I I a I
+ + + + + + + + + +
STOCKPILE III L +++ ++.+- ++++
F7XII LOCATION / `U� + \+#�+Tx + x + + + + ` _ _ x —x
J \+ +++++++ ++ _
x.LSTEPS TBR _ +++EX GRAVEi TBR++{+ +++++*++++. ++WV' +++ ! — — x — x
ONE ST Y STUC _ —
IIII I---- — JJI / +6x. BR �� ISNUKPIL�+ + ++ +�++++++ + WY \\ / - - a
IIII /ER� RRY \ ----- ` + + ��+ +
+++ + + + + + + + + + + XNI+
U++ %
o I \ ` X D
+ + + + + + + + + . + ++++PER + ++++++ +
+++++++ ++
\ + + gX_TBR ..4 �o Ex. v� m
\ Jill 111
SHR BSR�. �416_- --- ---- ++++++++++++++++++++++++ r�� X�I �� i� I�����I ���`:;EX. BOLLARD'S - �402 ---- BAF _ \
ar�. +
IIII TBR DI ++++++
- r- - +�+++++_+ + �:+ + _
III I I -� X.
III BENCHMARK ■ UE
+ + +++ + +++ + I �� t I f •''
+-- 1
It IP ��-+4`1A + ■ i i i��i i ' I � �
�L --
II MAG NIL SEd. ■ v R v
III ELE EEC 42 OS �� + +++ + +++ + +++ + ++4� 1
�..�..�. .1'2 .�. �L ++++ �i- 6,1
V +
+ + + + + ++ ++ +++ ++ ++ +++ + +++ +
�,♦ \� \
+++ +++
+ \++ �+++++++++++++
_+ ++� +++++
+
++++++++++++++/+ + +
+++++
\
�-
+ \
IIIIII +�+ �+*+-�- wy
G I EX. + + + + pt
+ + + + + + + +\+ + + + -
IIIIIIII 5 + +v+ t ,EX+
IIIIII F Ex. LP Ex. LP 1 E X DI TOP TO
o— o— o— J
+ + + _
I+++++++++
—
MH
In
LR
c;+
W
N
m
9 + LP +
+ E R - �
IIIIII o� + G + R .+ ++ + L +0 TBR ++++++++ /++'
+ + + + + + + J +
IIIIII / a: + +4
/ +++ + + + + + + EX. ONE STORY STUCCO SEX. MH -�"X
& BLOCK BUILDING
Q ++++++++++++ +� UILDIN
o
N / / / t � - X.
+ � I
IIII / 5oP I= STOP �II_I
+ + + q14 + + + F + + + + + + + I
II / SIGN �+ SIGN s
IIIIII / ,un
---- -
/ R N+*+*+*+*+*++E+ G I S I I I
IIIIII / X +�+ s
N E LP hX. _ alm
IIIIII V O O k �,, X. LL EX DI 1.1 �:ILC� -X.P TBR 5„ +++++++k«++++++++++ �..�.. II I IIII / - RE R + + + + X.
TRANSFORMER+
b + +
< +� ++++++ ORTION OF BUILDING TB
co - / + +
X. x TER
SHRUB +_ _ -
/ � TBR + � T + + + + + + + + SHRUBS X DRAIN TBR � ++++++++++++++ +
till III/ / �� i ♦♦ ++ _ ++ %++++++%++++%++++%+++++++ TBR + EX. \+;+ .+++++++++ + +
H}UB X. STEPS TBR + + +++ +�++ + + + + + + + + + + + +++ - + + + + +
tilt III I // // / +++++++ +++ + R ++ +++ +
/ / + C++++++ +++++++++++ +++ ++ + + + + + + + + + + + + + +
+ S 1 X. �B
E -++ ++ ++ +
III s RL Wv - x ++. +++ ++ EX +++++++ +++++
L _I . 5" ✓ + EX. LP + + + + o�
IIIII 15 /IL
III (IIIIII � -J
RE
AGED
`3339-701,
RU 707 PLAT
NED: HC
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design F,al:used Engineering
912 East High Street Phone: 43 227-5140
Charlottesville, VA 22902 shimp-angineanng.wm
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD - FLOW
AUTOMOTIVE
SUBMISSION:
2020.06.02
REVISION:
01)
GROUNDIv_I E� •� - .II ul�l�Rar� r
C) + ++++ + +++ _ + + + NT TBIi NCROACFF ON-- +*' FILE NO.
\ / �� �@ I + + + + + *6`+ + + + `+ + + + + + - TING PARKING - + + + + \
EX. .3 -- ++ + ++sus+-t +- -+/ + +t+ ++++ + + + ++ ++++ ++ + + II\\---- — HN�`OVER TiT0� ++++++++ X:+PAVEME
�O PLACED — A�-RS€D ♦ _ a SHRUBS * * + SPACES TO REMAIN * + + / + + + + + + + + + + / /
p-GYl - SLOPES ♦ XI X.,. cn's + - + +. + + + + + + + + + + + + + + + + + + + 0 /
GA X. P MENT REMAIN Nti
o i + z X \ N ✓ + « + + + + + + + + + + + + + + + + + + + L /
€x> 'SIGN TB _ + + + + + + + + + + + + + + + + + + + + + . / 19.078
= 4 — ------ — �' + \ I X ® \ \ -�.s �s cns�us�ses��u ± c{q + + + + + + + + + + +
n � — — — — 4 TO BE \
------ -- - -_- -+++ . _..._ ++ + E&SC PLAN PH 1
+
.. - - erXucu - + +
ue. a ucu �cuOH � -- 7 u u1G \ w u EX.
M
K „EEEX 9
E
ro o THE / �16uR N
NAI , 1 OAK TR AK TREE v �U °-;,,, x /_ x lz a / /A SHEET C6 OF 14
SET ( OINT I OAK TREE OAK TREE W Zy ."; - / ONE
�G�..�..�.. ..�../ ..�..�..I NING.�..�..'ll...... VAULT 30 30 60 90
aa,� 6
a 1 o •• Scale: 1"=30'
eaeal \360 " — ----- SEQUENCE OF CONSTRUCTION —PHASE 2
\ \ \ \ — ��_,\ �� ` 1. BEGIN GRADING AROUND SEDIMENT TRAP 2 TO PREPARE FOR
�� _ • _ _ - -- - INSTALLATION OF RETAINING WALL.
/ \`\ \ \ \ \ \�� � NOTTo E COF IR ACHAONE - — — — — — — _ _ --- _ -- 2. INSTALL PORTIONS OF RETAINING WALL AROUND SEDIMENT TRAP AND
�REs€RVED-s14PEs _ -- -- -_ ---- ---- 350 BEGIN TO FILL BACK PARKING LOT AREA.
/ \ \� ��` ` ♦. \`_ - _ ---- -------- 3. LEAVE EXISTING STORM PIPES IN PLACE WHILE PIPES Al-A5 ARE BEING
/ I \ \'��� ��.♦ '-\ _____ - - \ - CONSTRUCTED. DO NOT INSTALL INLET TOPS DURING THIS PHASE; INSTEAD
KEEP MANHOLE BASES TEMPORARILY BLOCKED.
eA vv x �� :OQQeLau — _ — — _ . / �'" - - _ - v, - _ 4. WHEN READY TO CONNECT A5 TO A5a, TH
E EXISTING OUTLET PIPING
CONNECT TO PR — -----
GRADING FROM SDP2 oRv STO AG 3s4 + v -- 350- - - -- - MAY BE REMOVED. NOTE THAT OUTLET CONTROL EXISTS IN STRUCTURE A5a
• TOP WET STORAGE \ /\ \ \ -- WHICH MUST BE REUSED OR RECONSTRUCTED FOR NEW PIPE OUT.
a; BOTraM za' u o \ . - -- s' cMPeaea- - 5. BEGIN MASS GRADING FOR NEW BUILDING AND LOWER PARKING AREA.
\ • -_
111�ONND EX, Ni -mat
�I
13 EX. DI
\ CBig F
T v \ v r _----
L/'�� `v _fir-_ -- l z q - - �! SOIL EROSION 8 SEDIMENT CONTROL SYMBOLS
9\ \/\ �7\ — T` M ` CJ - SYMBOL N0. TITLE KEY
? \ 360� -_--_o r� ___-_----------------- _ OT 8 1Nry
l _ _ — _ _ \ \ C \ , \ \� " ` — — —- -- -� — — — — — -- — — -- — — + 3.02 CONSTRUCTION ENTRANCE CE
C\R a
\ �s E� 0 _ aw - 5.59 ACRES (DOES NOT INCLUDE X
♦ � � — -- — 4._ "^� ' — 3A5 SILT FENCE SF
i X 3.07 INLET PROTECTION IP
III --- 9a - y ``� L \ _ - — t�-' —� NI-M OVERLAPS--OR-GAPS) ® O
�' _ 3.09 TEMPORARY DIVERSION DIKE �D
Q� A \\\` \ ,\\ —30- °N
--------- - ---_ FLOW 1300 RICHMOND LZ�
� \ \ \ � — — — — — \ — —♦ • °' _2 I Q 3.12 TEMPORARY DIVERSION
39p \� \ _\- _ _ - _ - - DRAWN TO SCALE 3.13 TEMPORARY SEDIMENT TRAP ST
IIi DIMENT TRAP 2 DRAIN AR B • PEA \ \ 3 0 i - , I �I - D,� _ 5272-71 4 [ ] O
0.89 ACRES oo D.B. 201-454 PLA
D.B. = \ ` \ ` \_ _ ,� - _ -- ■ r-
3.18 OUTLET PROTECTION OP
_ — — — — 1168-546, D.B.-4�k0-37_ PLAT>
` � \ � \ `\ , \ \ I_ _ ■ I I BI ,S — _ — — � 3.31 TEMPORARY SEEDING S � T
AN MH — — — — — — — — — fl-B.- } 3.32 PERMANENT SEEDING �5
2��-569 8c
/ — — _ \ % \ _ — 380 �� N■ \ I �} — — —� 3.35 MULCH
390 — _ � — — — \ Oc I I SAN MH 3.39 DUST CONTROL
LIMITS OF DISTURBANCE
RESERV€0._ ■ EX. ONE STORY
METAL
+ + + + + _ / �` / — �— - _ _- \, \ v •:--S—CO-\P� ♦ - U \ I I METALES &BLOCK BUILDING
+++++++++++++++++ I #1290
++++++ + + + + + + + + +
+++ ..+ + . + + . + ++
+ + + + + + +
--___ _- -
UOZ / + + + + + + + + + + + + + + + + + + + + + + + + + + +—��� + + + + + + +
+ + + + + + + + p, + + + + + + + + + + + + + + + + + + + +vim + + + + + +
+ + + + + + + + + + +. + + + + + + + + + + + + + + + + + + + + + + + + + , - + + + + + _ — _ —
M / + + + + + + + + + + '\ + + + + + + + + + + + + + + + + + + + + +�—r—++.�-----
O + + + + + + + + + + + +�+ + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + — -
-. / + + + + + + + + += + + + VEMfNi TBR + + + + + + - - - - - - _ ■ -
1 �.■ \\ ++EK P`PeVEMENfi++ + + + + \+ + + + + + + + +++++++++ + +++ ++++++++++++++++++++++++++++ �/ \\ --_-\ ---�_ _ \
+ + + + + + + + + + + + + + + + + + + + + + + + +
._+++++++++ +++++
+ + + + + + + + + + + + + +
\ + + \ + + + + + + + + + + +<+ + + + + + + + + + + + + + + + + + + + +
+ �( ++ T TRAP 1 D1RA \ — --
II I ■ �. �" Vim/( �� Q +q'(`i 5__
1 + i
++rr-t+++++++++++++++++ / \� 5+�5++++g+ ++5 �+ +++ -� C- _ __C ___� - \ p\ ANAGE D.B. 10-71
s _ — M + + ---- I II \ \-- SLOPES D
L� + + + v + _
s I U
+ + + + +,+++ + + + + �=s s _ `\_� +- + _ -
� + + + +EX. MH �\\ � \
I470� _ - - _ _ _ _ DLE \ -- _
+
02 I > a + _� �■ \ \ =-x-max_—x _ 0 -
3 + + +++ + + + + + + + + + _ - y `++� _ _ X. SOP E_ - _ O,
+ i x �� - - - _ D B RU 39- PLAT
70
/ ONE ST Y STUC � + +\+ + + EX o4 • - X400- _ -_-
�+ + _
T -
II / \\X. STEPS�B + WV® ! `-- — —x —x X. MH
\ 4 E»X. BIR \��-.- + + + + + +�i _ � • � \ //
_ VEL+TBR
h T \ ----- e
++ +. +++++++ ++ a
I /R�SRY s \ \� - r -- + : + .� SHIMP ENGINEERING
++
■ v EX. �� ++- + ++++++++++++
III + + + + \ + + + + + + + + + + + + � I \ '^� X D LAND PLANNING SITE DESIGN CIVIL ENGINEERING PROJECT MANAGEMENT
- ( j IUNIPER /y \
I \ `/ 1 \ ` Design Fxused Engineering
' \ \ TBR \ f 912 Easl Hi h Slmel Phone: 43422]-5140
■ \ +++ +++ +++ + +� U Z v �� _ c g
\ + + + + + + + + + + + A?j Q A PIP.,7E.
+ + + + + + + + + + + + + + + + + + 1+10 DO
_ — — _ Chatlollesville, VA 22902 shimp-engineenng.wm
III III `LO BA ERR �- �- p+ \ + + + + + + •~� ti
III `I 416__ —__— + + + + + + + + + -D A j I I +_� 4p2, 1
III III SHR BS ..'• Ex. eoLLa\s
IIII TBR r-• -- +1+�' ++++ +++ A'-++++++ ------
+
r-`-'
---.:-�,-- t----r--I v
IIIII X.-qq • I�---i �_i
----
IIIIII v OLLY r I ^�� M-- -I
BENCHMARK ■ + + + + + + + + + + +
IIIIII -
MAG N IL 5E ■ ■ R + + + + + + + + + + + +
LID
I IIII ELEVATIO =42 .OS ..—.. I---..� ■ \ ' \ I �40 �i�/r
E), , A �L + + + + + + + + + + + + • 6, n ��
(IIIIII +++++++++++++ +
+
\ \ v w p
(IIIIII 1 \ ++++++++++++++ W y
• 4 + \ -P. \ N v JUS liV S
■ + + \+ + + + + + + + + + + + \ \ N
=+ + + � + + + + + + + + + + +' r
\
++ ++ ++ ++ + Ire. 183
IIII +++\.++++\+++++ ++++ \ w
+++++, ++++++ + :� I, DD �2
IIII �+ ++ ++ +/. +
i" + + + + \ + + + + + + + + + r \ 0
II
_ v v S �01Yt1L
II IIvv
EX. v +
II IIIIII y _ I ■ SHRUBS +\+
F- EX. LP EX. LP E X P ■ + + +v - + +�7� +
IIII o o EX DI TOP TO -
a
x ++ ++
T.M. 785A
I / J ++++-
�TOPS CORNER, LC li�iij � � - s oP +'+ LP E R ... - VSMP PLAN
z,�
D.B. 4358 684 IIIIII os Grl' R* *+ +*+*' * * * * ALBEMARLE COUNTY VIRGINIA
+ + L +0 TBR� +++++ ++/
�II III �� + + + + + +/ v ��
688 PLAT illliil �' / �� - + - -1 STORY O
ZONED: HC pI�I +++++++++++-� EX. ONE STUCCO y 1300 RICHMOND
SEX. MH \
& BLOCK BUILDING ROAD FLOW
MCP , +'I= ,-+ gtOp+++++++I � �----
IIIIII s GN . Aga ++++++ SIGN' + + + + + + + ---
x - * + * G AUTOMOTIVE
IIIII 1 / v R��++++++f
x� �+ G _
a E LP hX. ' MAPLB X. �..
III k X. L EX DI �p �j" + + + + + + + + + --��-- ON
II i IIIII o o ��' o / •- P TB RE R + + + �\ . . I I I' _ -� SUBMISSION:
+ X.
IIIIIIII�
IIIII
F; 151 1 1
x
15'
G.0
/ FOR
o + + + +� U L TRANS MER+2020.06.02
II
/ + +
X x OR110N DEB I DING t TER
HRUB ++++++++++++*�
REVISION:
\_
EX.--' SHRUBS+ .-+-+-
+ + +
-_ Y nanlnl Tau
+ + + -" T+ ._.. EX. -0+ . . . . . o�
HjUB X. STEPS TBR
+ + + + + + + + + + + + + ...
+ + +
IIII ++++ + EEP INLETS - + C) + + + + + + + +\ + + + + + +Z+ + + + + +
COMPLETELY+++ +++ +++ ++ ++ ++ +++ +++ - + + R + \++++++++++ + + +
III I f LGCKED WHILE + + +++ + + + + + + + + + + +++ + + + + + + + + + + + + + + +
CA REAS X 9 + + + + + + + + + + + + + + + + + + +++ - +++
_ RE\\B ING ® + + + + + + + + + + +\+ + + +
X S EE TB - - - +
IIIIII \ _ EMO D. EN E + - Q +
EPLA IN T i + + + + + + + � +_-+ + + + + +T+ + +
ROTE nda .� EX + /
1
A V V V V V V V \ WV EX -
L A \ \ \ \ \ r 5" + + + + + EX. P + + o�
�\ PO (LP) EX. LP EX. LP X. LP H - +++++++++++f+/+ +++++ +++ ++ ++ +++ + / / / S PES
A AGED
L II - EX' O M(� EX. � E _ EX > + + + + + + �+ + + + ++ +' / /
I SHRUBS � 0 W5}Rl4B 3 = - +++++++++++++4+ !�+ ++++%++++%+++++ + +++ MI DISTURBANCE ++.*
_ �� o rn + +++ + * +++ XX. PAS MENT�RREMAIN ACES TO REMAIN ++ ++ /
_ .= + / FILE NO.
\ + + + + + + + + + + NCROACHEaN-- +
\ - - - GROUN�SOVER 'TEY� TING PARKING +
o PLACED _ _ - A�R6€D ♦ a SHRUBS / / / /
+ + + X cn - + + + - - + - + + + + + + + + + + +
p-GYl SLOPES �I I �X -- - n F + + F + + + + + + + + +
J� + + + + - - �� ✓ - + + + + + + + + + + + /
—�- \ i� EX. SIGN TH X- —-� ++++++. / 19.078
S 4--------- — �" + \ X \ ■ \ i-ri —Y'�s �s—. c,�s—-ons��w ± �{a + + + + + + + + + + + / /
+ - \ - + - - - + + + + + + + + + + + + + + + + + + + + + / q
D — — — l TO BE _ i E&SC PLAN PH 2
I � v
EX. 1 T"
N89°38'46 " Ems+ +-XK12"EE�X. 9TREE E/
v s - N
I
% TBR AK TREE v � _ xAK /- .' /�IBURP16M
• OAK TR °� _ / SHEET C7 OF 14
�� / ■ / SETN( IOINT I OAK TREE OAK TREE W \ zt- - r / 0
/ NO \ jL�..�..�.. ..�.. ........I NING.�..�..'I�..�.. I II II VAULT tiG l Q-- + �..� / 30 30 60 90
C7
/ a 1 o Scale: 1"=30'
3 ` - ----- SEQUENCE OF CONSTRUCTION - PHASE 3
4a o \ --- _ — A\\" -- 1. BEGIN CONSTRUCTION OF NEW BUILDING, THEN PLACE FILL FOR SERVICE
oe
\ eERDIVERSION I�iA — — — — RECEPTION RAMP. DIG OUT DETENTION POND DURING THIS PHASE IF EXTRA
- \ \ \ • \ TIL SEDIMENT, TRAP \ `NITS OF DISTU TOP OF 6 FT DAM 346 IiA— — — _ _ _ _ FILL S NEEDED.
E / \ \ \ • \ R DY TO ICE REMOVE \ \ NOT TO OACH 44 - - / / - - - ` -
tz —2:t SLOPE __— -- 350 2. KEEP NEW INLETS COMPLETELY BLOCKED UNTIL TRAVELWAYS ARE
\ \ •• 40 / \ _ STABILIZED WITH STONE. THEN ADD INLET PROTECTION.
\8 \ '�• \ \ \ \ `\ APPROX. 5, 0 SF 48" CMP RISER F2 0 --- -- _ - - - - _ - _ - \
POND W�SRASELeA — __ � �-- _ � _ 3. KEEP SEDIMENT TRAP 1 IN PLACE UNTIL UPSTREAM SITE IS STABILIZED,
/ — -- ---` THEN REMOVE TO FINISH PARKING AREA.
350- 4. ONCE ROAD CONNECTING TO PANTOPS CORNER WAY IS BUILT, IT MAY BE
— — USED AS A CONSTRUCTION ENTRANCE
PLE �. �. -- 5. ONCE PIPE E1—A3 IS I INSTALLED AND UPSTREAM AREA IS STABILIZED
I \ • NEW 10' SWM CES --
"' EVENT ;- ` --___ L _ WITH STONE, INSTALL DIVERSION TO DIRECT WATER TO INLET El.
F uND _ Ni CONS�TR \ _ — Ex. DI P 2 AND FINISH RETAINING WALL AROUND
\ \ • - 46
y �
/� f ----- _
EX. DI '.�
6 REMOVE SEDIMENT TRAP
� � n y �\\\ \� \ � ,3jo � _ ti� — — — — — — 2 SEDIMENT TRAP 2 AREA.
(D.B.0553 073 \ \ \ --so / J —360 — �DR G 7. ONCE FRONT BUILDING IS COMPLETE, INSTALL NEW MIDDLE ENTRANCE TO
SITE.
6 0 - _ _ �� SOIL EROSION & SEDIMENT CONTROL SYMBOLS
11 HANDRAILS F ` \ \� ` \ 60 -_ Q ---- - - - - �� SYMBOL NO. TITLE KEY
ON-N-EC-T TO
Ov\N\EN\ \42" \ \O O �O' \ \ A A\ \ \ \ \\`\ \ - - 7 -- ♦— �_ _ _ _---_-- -_ __ --- - -- -
3.02 CONSTRUCTION ENTRANCEPRPOSED CHANDRA
ROM SDP2018-8 X X 3.05 SILT FENCE
370 CSFE 3.07 INLET PROTECTION IOP
- - - - - - Q 3.09 TEMPORARY DIVERSION DIKE ®D
X. RIP-R-A I
WHEN STORM STRUCTURE \ ` -190 \370 CE MEETS I _ _
J I I IS INSTALLED D-Ft015D-
UPSTREAM OF SEDIME T \ • \ \ - - "' ROTECTION • 1 y� - _ __ Q 3.13 TEMPORARY DIVERSION
\\ \ \\_ _ � REMENTS ■ r- \ '----___- S [DRAWN TO SCALE]
/ STONE, IN ALL DIVERSI N ` \ \ r I 313 TEMPORARY SEDIMENT TRAP ST
/ AND,®EG To REM \ \ \ \ _. e \ e - - - - -' - - — - - - - - - - _ }' 3.18 OUTLET PROTECTION OP
/ ! S - -R A OU T-- 1 -
\ DF rT I Ei VH GAH - -- -- --- --- -- ----_ - / �� 3.31 TEMPORARY SEEDING
/ \ _ - \380 Ml) W \ �,�\ 11 k- / ".,3.32 PERMANENT SEEDING PS
EX. SOH - 3.35 MULCH
—370 '•'� � 3.39 DUST CONTROL
eEEE1i m m MENOMINEE! LIMITS OF DISTURBANCE
RESERVi€9--
' .,:• ". ,' , _•. .r :' ' .:..•� DI-3A Ja xP \- - - � i�-S[ o�E 1— I EXE
STORY MEDAL
02- S BLOCK BUILDING #12O-
- z
:I \ 0 x __------__- -
/ \\40 37
4 x \ ORTION OF
PRESERVED
a'■ / \ W _ SLOPES DISTURBED
* za \ 39 3 W IS LESS THAN 25%
DI AD TING \ \ W W _W --''
O6s _ \ _
4 CORNER WAY % 53 W s S P�_
IS i ED _ 29 r14 2 5 SSW �� \ I x - cas—--- i—. �C-� J&0ljh O6 1O-,,; s 5 N�1W W C r. �' ��!I ANAGED
o ° 2, W W w ,__— ccEs� �_ `� SLOPES D.B. 10— 71
- J �' N W 10' SWM
S s _ �Q� 0 - U
EX. MH 1A' ao �i ,`° \ I \ _
II II 410, P'`' _ - --_ a NEW 6 A4-
os EX. Mb ��- 4 e�--- _ DI-3 -_ X. OLF ?—�- _
; � �� 13 �v �5' HOPE x x_ Lxxo c RV � �_— — o, D.B. 339-701,
--- — — -
- a
\ / _ 99 _ ___----__ _—_— _ _ _—_
A_STAIRS _ IP x __ _
" 28 RISERS �� - - -- - - : ' -
_ _ o RU 707 PLAT
*_ — — —400— _ -- --- -- —_-- _ - ONED: HC
_ 0.5' _ \ \ 0 3 . . INLET �``_' --_�.. _x — c — - -
/ EDI T TRA IS REMO D. --- --- _ x - _- x - - .
F
MEN
W\j REAKfOVE�A\ONCE SITE S r -x.
II i ------
EX SAL max_ 4,o BUILDING B Q W I I / ------
I�
II
IIII �`v 15 EW SALES & —O 3 a
SERVICE I'L Q3\/ _ SHIMP ENGINEERING
III I / FFE 420.77 TO - x \ \ 16 \ \ EG E FFE` N 3 •\ \ ` X D LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
II ' 2 ^' - - 41 35 `� vv \ Design Focused Engineering
/ REMAIN I v
III II E• VI E 'SE VICE \ --- \ \ \ -----_ E
\ I W
/ P 0� \ \ I RECE ION lO Z \ \ Ex -
REMAIN East High Slreel Phone: 434227-5140
1 v� A3 x II n m \� --
PS�E.
\ v Chatlollesville, VA 22902 shimp-engineenng.wm
2 1'
y' � AD
\ �IIII�IIII � :" •..: ,,, J,, ..• � A � Lr-�76 OS 04 x 3 i�tn i -�I I i I � vv I i i � BOLLARDS
FRENCH DRAIN , ,: ":'; 1 -*-- \
A6 V& r A II *----r-----� 'I • ; .
T.M. 785A
STOPS CORNER, LC
D.B. 4358-684,
688 PLAT
ZONED: HC
IIIIII .BENCHMARKL l7� C7� r I� 10 $ JWALL
1
MAG N IL sE ■ 1
III I ELEVATIO -42 OS �- \ \ r / \ I 4 6- Ck
l / )
�iil--------- ------ v `v �v �M� . T s BUILDING Al E -
/ N
EXISTING SERVICE `� N
III II
��y vvv �;. FFE APPROXI
O \ 3 - \' \ \ TO N
lm v I v� vv 404 REMAIN j Go
II IIIIII [ 3 v i� i-�- W,/
� 2 I r
(IIIIII
LL
LP EX. LP
IIII 1 3 r
IIIIII � o- Fx-� 1 EX LP I ' NE � m 17 ✓ � vI � _"�
IIII ' TOP
II III - D1
IIII'
1/4
VSMP PLAN
/ - BUILDING A2 ALBEMARLE COUNTY, VIRGINIA
14 14� / �: �
EXISTING
lliij i / __--
Ilpl3So FFE SERVICE vEX MH �41p�>� '1300 RICHMOND
AP 5 To ROAD FLOW
PROX 414 7 -
IIIN REMAIN v
llC / yvT -
Ilpl;ll �sIGN 4 4 r� AUTOMOTIVE
II nAC _ _
N 'E LP EX. LP EX L \-��--�.- �-��-■�.� -- ON
III EX DI I I TI - _-- —■■�-■ �-- r_-e
o— I\� RE
- �..�..�.. SUBMISSION:
III -..
2020.06.02
II IIIIII / L.' / li oo I\
7!) SHARED _ 3 _ _ _ � `' REVISION:
III�II�II J / i / � — BUILDING A3 OFFICE
lllliii / // // �, �' J3\ �o L _ NEW SALES BUILDING SPACE _ 19so o� 01
tiltIll/ / NEW 10' SVk A cess I F DING ACE BUILDING
Ulllill FIFE 417.00
A4 \
�' .X 3 \ 3'EAS VENT 3 NEW SALES BUILDING
STo� ` ® ---- FFE 419.50
�PP4,OX4ATE\oC�TIo�OF� \ \ \ \ \/ s `v 3 _—__
h�ll NTRAL LEP`MONE�Co�PAN o� \ \ \ \ /A \
III III ,� A \ VI GINI� EA�EME�T ( _� W I WIw W W W " 1 .16.70. r.. �
^17
PO (LP EX. LP EX. LP X. LP H I 16 19 2p ' ' SA PES D
i� .. NOTT .Y 20�30
EXISTING
N • 19 1 ��/ a / /
\ -----' — -- D SPA
_x H F — / FILE NO.
SLOPES
19.078
x
\ \ :c
I 13B
-------- _ - - _ E&SC PLAN PH 3
20
\
_ 0 OH
r76
— — _ --- -
cu u. a ucu uc p•Ucb'
D
/ / j . .. / j•. / / , cu..
UTILITY EA SHEET C8 OF 14
NO \ / COMBINED UTILITY EASEMEN
/ FOR VEPCO, CENTEL & /
/ ' ASCA /'
I/ // (D.B. 1327-145) /
X
APPROXIMATE LOCATION OF 20'
WATERLINE EASEMENT
--- �GI NING)
/ �-� I
o
VEPCO, CENTEL & ACSA
I (D.B. 1168-546)I
I ILL &OVERLAY APPROX. I / '
I 2,850 SF PER fWP-2 MILL & OVERLAY APPROX.
TO SF PER WP-2 0
..,.
j . ij'jj
� �/ ! !j /
.■��!'
•:'. ':��,. uc� ...: . ���� � --0---
j . /-•: �,�
/ j/jj/j ;,.•, � .
/.,j
.- �
-' °N� -.
' 30 30 60 90
Scale: 1"=30�
A
jV�
�. 0 X SEQUENCE OF CONSTRUCTION PHASE 4
♦ W MAINTENANCE GROUN \ \ \ � ` �100 R FL00 � _—�------�-
♦ vE�sLOPEsa:rQa \ x_ as _\` — 1. REMOVE SEDIMENT TRAPS AND FINISH PARKING AREAS.
STEEPER�(LOW GROW\ — _�_ 2. APPLY PERMANENT SEEDING TO ANY DISTURBED AREAS & LOW
- AGRANT c) \ ■ \ \ \� `NITS OF DISTU TOP OF 6 FT DAM 346 - - - - - _ - - _ - _
\ \ \ NOT TO OACH 4 v/ //, — — — — — — — _ _ --- _ — '-- MAINTENANCE GROUND COVER TO ANY SLOPES 3: 1 OR STEEPER.
4
/ \ \ •� PRE - - - - _ - _ 350
—r.1 SLOPE --- / 3. INSTALL NEW PARTIAL ACCESS ENTRANCES.
\p\\�� \ \ \ \ \ '■`� APPROX. 5, 0 SF 48" CMP RISER F2 p /\
TENTION POND �sPA�� — / �= -- - - — — -- 5. CALL FOR FINAL INSPECTIONS. 4. ONCE ALL WORK IS COMPLETE, REMOVE INLET PROTECTION.
NEW 10' SWM CES • L -
EMENT
ON I / - PE Ni -CON TR CTIO� \ �■ - / EX. DI
\ \ \
p n� D GRA G \ \ ` \ \ 46 �\EX. DI
/ I (D.B. 4553 73 \\ `, \\ \ \ \ , .3j0 \ \\ \ \ \ \ �' SD td • / — -360 — _DR
A , j
EW \ \ SCOPES 0. - ■ 1 I II ONE SrGR L METAL— •�� DI-3A _ - - - _ \ -- � I BLOC BUILDING
X
T ' . _ \ �+. _ K E DING e
02 e — ♦ "� # 290 �
54 aff aff
/ \\40 37
W MAINTENANCE
IND
OU
p4------- ----- h 1X \F�RE(P,ERASUMARRC�.RRETERVEDF - ----- �\ / \ �\ \ - ---■ ■ ___--x----- —
ro L6 -- OR
-
rn / � _ - 1
■■ /O / \ IN SLOPES--MSTURBED �o --- £■ _-- — ---- -- ;'---- -
��■■ 2a 3 w IS LESS THAN 2-5i—
w II� \� r \\29 �53 �w�s 5 5 �` A EW 12' . •. ��c�—«_.X�G cws—G �—�
lo / w 0 NEW F ��';4 s_ s w DRA �-�= N — 8
ot -� -- B �/ N - s o Qx z w w w Q�\ DI 3C - / W �� _, I — .� ANDES D.B. 10-7
III i- ° 1 S S A l - _ `yam O X' o ���_ . I - NEW 10' SWMAACCESur : I�� 1` \ SLOPES
EX. MH _L s 1A �- \ \.P �'�O _ �� w _ I I-� -... _ _ ��.. ` - U
' - NEW 6' A _ _ _
/-Pi
410� Pam. ,�q„ - \ - X. OL W 1"IWM 1—_- p
EX. MI-� 13 \ 4 e�--- -�_. ■ /— �-x� , I�--'\—R_��—� /-
JIII 3 v G DC \ �5 HDPE 5 _ E FH —X— �02 F -CEO — - _ --- -- - _-- 3Jg-7
NEW FDC Q - _ 99 x6 TEE -�� = - 90- _ 01
— _ ��� B RU 707 PLAT
\� I ----- _. I�STAIRS - - 1 C — ---- - - -
- 6' 28 RISERS - �� - - -- - - ' \STOP i - - — —
I 1 / � _ \ o 3 ■ �� �-� —400— -- -- — _-- —__ — ONED: HC
lli I X- _X — —
W` '� - y _x—x--pXGj X. MH
►z z - - - / -------------------
EXQ
SAL \ 170 BUILDING B — —_Y a W 1 -
1
IIII 15 EW SALES & _
3 �� \ R
I / SERVICE
C Q3\/ _ _� se SHIMP ENGINEERING
III I / ■ FFE 420.7 7 TO -` \ \ 16 \ ` J EG E FFE` 1^ N 3W 1 ` X D LAND PLANNING SITE DESIGN CIVIL ENGINEERING PROJECT MANAGEMENT
41 35 Design Focused Engineering
/ REMAIN I — _
VI E \ \ 'S€ VICE �� � - � ----- ff 1 I � 1 (, \ \ \ •.
III^ ■ E. • P 10, \ ` I RECE ION � —` � Z \ \ \ � � ` � — — — _ — _ _ BX 912 East High Street Phone: 43 227-5140
A A� ��Q A �I IIIPS�E .
III I I _ m ` Chatlollesville, VA 22902 shimp-engineenng.wm
III I � .y .. %' .e ��_ I \ IA I f f � � LAP, ...., III I 9 w • e a 1 ... • —
\ II lilt III 08 2.1 SLOPE I 1'-t VJ i\I� �ti��I� ! ! ' BOLLARDS
I
lilt
II IIII y � I i i � I I �-��--TG
I BENCHMARK � ■ 1 1.7L� C� \ ■ II 1 � � i I I L r 4[� i VN
Ck
IIII -H"E N IL SE ■L1 1 f I 4
I I III ELEVATIO =42 .OS -J 1 \ ■ / ' \ \ \ \ r I 6 l to - '(�✓'
o •�,
aMIA zs . '
r ----- BUILDING Al - �JUS IN .S
W MA ENANCE GROUN SERVICE
\ EXISTINGN 1,>c. 183
III , 1 \ ■ �, \ OTI � � � \ Il-
IIIII I(IIlIIIIIIIIIIIII I I_I - 33-I ■�■ v COVE LOPES 3-1 W r/ \ vI ��`a :. I/ ♦ I AI
. i- ` FIFE APPROX ISTEEP LOW GROo 404 TO REMAIN
W
,I
LLIOT���i -
Ililt FRAGR T SUMAC) 2♦ 78jb q�
T.M. 785A
STOPS CORNER, LC
D.B. 4358-684,
688 PLAT
ZONED: HC
vv vvv AUTOMOTIVE
IIII
i \TOP
'sIGN v € V \ I
li�illl� X I _ oN
III nEB —
II �N E ALP EX. LAP EX, L EX DI / ` \ ■ ■. �.■�.. �■. ■ ��.■�.��.�
IIIII O SUBMISSION:
RE ERVTI �..�.. �..�..�..
III / II
oo I v\ �- �.■�..�.. 76 ":
2020.06.02 � I . '
�IIIIIIIIIII / 3 3 I' �� __ — SHARED -
— REVISION:
tillIII/ # \� ° I L _ NEW BSALESNBUILDING SPACE — FFICE 19G A3 50 '� °� 01
�" W I \ aEAs ME r FFE 417.00 BUILDING A4 A -
tilt III / / /�NEW 10' S A CE�S \ s"
X 3 ' NEW SALES BUILDING (� \
FIFE 419.50
�PP�CXIt ATE\LOCA o�oF� \ \ \ \ \/�, S `v _
III NTF AL LEP`HONLI Co OAN`Y GF A \ \ \ iA \ --- —
v v v v v v v v v v v W. w- w w
II I L� VI GINI�EA EME�T (L .B W °o 6.7? �� w
PO (LP EX. LP EX. LP X. LP H 16 • ^17 19 -10/ SA PES AGED
--- O -0- O AN
EX W DI-7 T i , �'y .•'F / /
CE�•'', � . � r � / / /
NOT T� J• 20�30
\ I i EXISTING
♦ 7 SPA MAIN 19 1♦/ �` / /
— ---' — -- SLOPES D ♦ I —, H F — >1 G----- 'Al ♦ / N�6 / FILE NO.
\ :c
4 — - ------11
GAS —GAS —GAS _cns_GAS
3B
-- -
I \
--�- -- ■
- __-_----- _ — — _ E&SC PLAN PH 4
20
ATE WM � \ —_4 ;� ■■ � -/
0 OH
.. O6G uGG GG G. Y
o GG OBI — �� — --- -I IV-- -
„ D
GU i� U UGU GU
tF -'
0 E
C MBINED UTILITY EA SHEET C9 OF 14
COMBINED UTILITY EASEMEN ■■�.■�■■ O °�"' �'�
O / APPR / -- / .-- ----. I----- � I FO VEPCO, CENTEL & ACSA WM "�'� GGG
/ FOR VEPCO, CENTEL & -- NING I I (D.B. 1168-546)1 VAULT tiG ""' �,� / 30 30 60 90 ^
ASCA / APPROXIMATE LOCATION OF 20' / I I I ( ` J
(D.B. 1327-145) // WATERLINE EASEMENT o I I I ■■�� `•' `,—//
I (P.B. 1549-598) �- I 1 o l ■� Scale: 1"=30'
19.078
I
0
W
w
Z
40
39
39
38
38
37
37
STORM PROFILE Al-A6
1" = 30' HORZ
1" = 10' VERT
0
A3a .
loo
N
: N
M
0
N
�
M
Z
F_N
N �
of '
Cm
0
z
_
5
10+50
11+00
11 +50
12+00
410
405
400
395
390
385
380
3775
12+530 0
4 STORM PROFILE A3a-El
C1 0 1" = 30 HORZ F1 F2
IZZ
36
1" = 10' VERT
41 A4 A4a CO 410 355
M N
p 01
0 N
40F 0 405 350
3
w - wz - -
40 400 345
39 - - - - - . 395 340
39 390 335
rn EEL
AT
M M 5� 330
38 10+50 11+6Q 5>>ZZ 3
42 A5
415
410
3
40V
40
N
(n
39
D
0
0
0
A5a .
42 A5
415
410
3
40V
40
N
(n
39
D
0
0
0
A5a .
CO
Q
ro
N o
0
xo�
W
H N
N +
GL
'
D-
-- 00
a
N
m
D
-
Z
Z
G •�
C1 1 = 30' HORZ
1" = 10' VERT
42�
I
415�
410
40�
0
0
a
408
10+50
420
415
X.
TANDPIPE
ZFOR
OUTLET
ONTROL TO
BE RELOCATED
WITHIN
MANHOLE
405
400
395
0
1m11
IIIIIIs:�
i7-
10+50
11+00
STORM PROFILE D2-D3
1" = 30' HORZ
1" = 10' VERT
0=
111150111111111111
IIIIIIIIIII�7-
�
C
�_
.A
IIIIIIIIIr �
�-
���.,
1,
►
♦ ♦ r
IIII�
WA
e
0+00 10+50
6 STORM PROFILE A4-A4a 7 STORM PROFILE F1-F2
C1 Q 1" = 30' HORZ C1 Q 1" = 30' HORZ
1" = 10' VERT 1" = 10' VERT
RIP RAP AT OUTLET
340 nc F1 5 / F1
340- MINIMUM WI -
\ NEW SWM EASEMENT _. • .♦
100 R FL
DETENTION POND OUTLET F1
SCALE: 1"=30'
--------
/
NEW 1 S
/
TACKWELI
ALL AROL
#6 X 1
SPACER
(TYPICAL
11 +00
A
360
355
350
35
345
340
335
330
11+R5
PLAN VIEW
72"
PRESSURE RELIEF
HOLES 1/2" DIA.
AA
J
MIN.
)RT BAR SI:
REBAR
i
SECTION A -A ISOMETRIC
ANTI -VORTEX TRASH RACK
DETENTION POND TRASH RACK
0
40�
3
z
40
39
425
420
415
410
4405
11 +5U O
�M
^� B1 B2
o
tn0
0 }0
o N
't -
d Q
N
m
ad
o�
H N
Z
N
0�
(0
-
_
-
wOH
Z
- ¢
wo
I- N Z
a
„ 1
„� 25.50LF - o
�, a
_
- - _ - - _ - - _ -
- --------------
---------
117.5 -
a
m
�
N
N N
® 0.67%
H
- 15" HDPE @ J.bn
6N
of
0 10+50 11+00 11+50 12+00 +50 13+00 13+50 0 > 4
rn �Z >z >
o- Z z_
>z
M Z
Z_
>
Z
STORM PROFILE A3-B2
1" = 30' HORZ
1" = 10' VERT
Existing Storm Conveyance Channel Calculations
SCC
Q2
Q10
Channel
Bottom
Channel
Side
Side
Channel
Manning
Q2
Velocity
Depth
Depth
(cfs)
(cfs)
Shape
Width (ft)
Depth
Slope 1
Slope 2
Slope
N
(fps)
(ft)
TO
Pond
11.51
18.05
Trapezoid
3
0.67
2:1
2:1
0.25
0.03
10.077
0.407
TO
Stream
5.09
16.70
Trapezoid
3
0.67
2:1
2:1
0.05
0.03
4.605
0.597
LD-204 Stormwater Inlet Computations
Inlets on Grade Only
Sag Inlets Only
E
Z
2
U)
a)
T
d
m
'�
CL
-2
0
d
Q
C
O
m
U
w
O
V
�
Q
U
'�'
.�
ro
�
L
ca
U
Ci
>
O
u
Ci
F
C7
Z
N
OC1
Oa
U)
�?
(D
o_
O
N
X
m
I>_
a)
a
O
O
X
-
0
d
O
m
ya d
� U)
C)
5
z
a
o
T
C
U
Lu
a
-o
0)
O.
d
c
Ci
O
N
N
a
m
a
t
o.
N
C
0
v
0)
-2
=
m
m
d
C
0
CL
v
1
2
3
4
5
6
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
(ft)
(ac)
(in/hr)
(cfs)
(cfs)
(cfs)
(ft/ ft)
(ft/ ft)
(ft/ ft)
(ft)
(ft)
(cfs)
(cfs)
(ft)
(ft)
(ft)
D3
DI-3B
10
0.42
0.84
0.35
6.5
2.30
2.296
0.013
0.035
0.037
0.21
0.50
0.42
5.82
0.35
4.0
1.41
1.413
0.013
0.16
0.50
0.31
4.20
A5a`
DI-3B
6
0.41
0.85
0.35
6.5
2.27
2.268
0.013
0.054
0.025
0.080
0.22
0.50
0.44
4.38
0.35
4.0
1.40
-
1.396
0.013
0.16
0.50
0.32
1.99
E1
DI-36
6
0.49
0.82
0.40
6.5
2.59
2.592
0.013
0.0247
0.037
0.080
0.24
0.50
0.48
4.16
0.40
4.0
1.60
-
1.595
0.013
0.17
0.50
0.35
2.36
B2
DI-3B
12
0.26
0.70
0.19
6.5
1.21
-
1.205
0.013
0.089
0.020
0.080
2.42
0.17
100%
1.21
0.00
0.19
4.0
0.74
-
0.742
0.013
1.75
0.14
100%
0.74
0.00
61
DI-3B
6
0.05
0.77
0.04
6.5
0.25
-
0.246
0.013
0.089
0.020
0.080
1.16
0.09
100%
0.25
0.00
0.04
4.0
0.15
-
0.151
0.013
0.97
0.08
100%
0.15
0.00
A3a
DI-3A
4
0.05
0.73
0.04
6.5
0.24
-
0.237
0.013
0.015
0.015
0.09
0.50
0.17
5.81
0.04
4.0
0.15
0.146
0.013
0.06
0.50
0.13
4.21
A6
DI-3B
10
0.29
0.89
0.25
6.5
1.65
1.651
0.013
0.027
0.030
0.17
0.50
0.35
5.76
0.25
4.0
1.02
-
1.016
0.013
0.13
0.50
0.25
4.17
A4a
DI-3C
12
0.14
0.62
0.09
6.5
0.58
-
0.580
0.013
0.01
0.013
0.06
0.50
0.12
4.91
0.09
4.0
0.36
-
0.357
0.013
0.05
0.50
0.09
3.55
A4
DI-3B
6
0.14
0.65
0.09
6.5
0.60
-
0.602
0.013
0.027
0.045
0.12
0.50
0.25
2.75
0.09
4.0
0.37
-
0.370
0.013
0.09
0.50
0.18
1.99
A3
DI-3C
12
0.49
0.85
0.41
6.1
2.69
2.686
0.013
0.02
0.020
0.18
0.50
0.35
8.86
0.41
4.0
1.65
1.653
0.013
0.13
0.50
0.26
6.41
TOP STIFFENER NOT REQUIRED
TOP IS 14 GAGE CORRUGATED
METAL OR 1/8" STEEL PLATE.
PRESSURE RELIEF HOLES MAY
BE OMMITTED, IF ENDS OF
CORRUGATIONS ARE LEFT FULLY
OPEN WHEN THE TOP IS
ATTACHED.
CYLINDER IS 16 GAGE CORRUGATED
METAL PIPE OR FABRICATED FROM
1 /8
STEEL PLATE.
NOTES:
1. THE CYLINDER MUST BE
FIRMLY FASTENED TO THE
TOP OF THE RISER.
2. SUPPORT BARS ARE WELDED
TO THE TOP OF THE RISER
OR ATTACHED BY STRAPS
BOLTED TO TOP OF RISER.
NUI IU SUALL
LD-229 Storm Drain Design Computations
1300 Richmond Road
From
Point
To Point
Catch
A
(ac)
Runoff
Coef
Inc
AC
Accum
AC
Tot
Tc
(min)
Tot
Int (10yr)
(in/hr)
Tot
Flow (10yr)(cfs)
Up
Inv
El
Dn
Inv
El
Pipe
Len
(ft)
Inv
S
%
Pipe
Dim
(in)
Pipe
Cap
(cfs)
Velocity
(ft/s)
Flow time
Inc
(min)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
F2
F1
36.31
339.80
339.21
59.255
1.00%
30
42
9.7
0.10
D3
D2
0.42
0.84
0.35
0.35
5.00
7.10
2.51
411.00
406.73
115.66
3.69%
15
14
8.6
0.22
A5a
A5
1.08
0.82
0.89
0.89
5.00
7.10
6.30
405.10
399.62
78.78
6.96%
15
18
13.6
0.10
E1
A3a
0.49
0.82
0.40
0.40
5.00
7.10
2.83
390.80
389.45
208.05
0.65%
15
6
4.6
0.75
B2
B1
0.26
0.70
0.19
0.19
5.00
7.10
1.32
392.40
392.23
25.5
0.65%
15
6
3.8
0.11
B1
A3a
0.05
0.77
0.04
0.22
5.00
7.10
1.59
392.03
389.45
117.58
2.20%
15
11
6.1
0.32
A3a
A3
0.05
0.73
0.04
0.66
5.00
7.10
4.68
389.25
387.69
240.12
0.65%
15
6
5.1
0.78
A6
A5
0.29
0.89
0.25
0.25
5.00
7.10
1.80
402.04
399.62
20.17
12.00%
15
24
11.6
0.03
A5
A4
1.14
5.00
7.10
8.10
399.42
393.95
66.18
8.27%
15
20
15.5
0,07
A4a
A4
0.14
0.62
0.09
0.19
5.00
7.10
1.35
395.77
393.95
75.22
2.42%
15
11
6.0
0.21
A4
A3
0.14
0.65
0.09
1.42
5.00
7.10
10.10
389.95
387.69
28.24
8.00%
15
20
16.2
0.03
A3
A2
0.49
0.85
0.41
2.49
5.00
7.10
17.71
384.69
382.99
64.13
2.65%
18
19
11.9
0.09
A2
Al
2.49
5.00
7.10
17.71
376.78
375.00
55.48
3.21%
18
20
12.6
0.07
:SIG
405
+
400
50V
3990
+03l35
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 Easl High Slmel Phone: 43422]-5140
Chadollesville, VA 22902 shimp-engineenng.wm
L) JUSI �IN . S
5183
Ao� t?b
�S`9�ONAL
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD - FLOW
AUTOMOTIVE
SUBMISSION:
2020.06.02
REVISION:
01)
FILE NO.
STORM DETAILS
E.y:���Ic�71r�Z�]liC!
C 10'
STONE 70' MIN.
CONSTRUCTION
ACCESS � 3" SM-2A ASPHALT TOP
2%
COURSE
?%
STONE
CONSTRUCTION
ACCESS -
2%
"6" MIN, 21A AGGREGATE BASE
PROFILE
MIN.
-ASPHALT PAVED
WASHRACK
1 2%
2% 12` MIN.* -
I -
*MUST EXTEND FULL WIDTH `---0 t POSITIVE DRAINAGE TO SEDIMENT
OF INGRESS AND EGRESS OPERATION TRAPPING DEVICE
PLAN
12'
rEXISTING
} PAVEMFNT
EXISTING
SITIVE DRAINAGE
SEDIMENT
APPING DEVICE
FILTER CLO-III -
SECTION A -A
A 811111 raun Water tap of 1 lllch rrlI be 111stalled With a r111111 rulaii 1 lllch ballcock
shutoff vahre supplying a wash hose with a diameter of 1.5 inches for adequate
coustaut pressrun. Was11 water must be carried away from the entrance to an
approved settliam area to remove sediDleut. All secTuueut shall be prevented from
euteiug stone drams, cGtclles or watercoruses.
PAVED WASH RACK
NO SCA-E
11PAVED CONSTRUCTION ENTRANCE (CE
C11 Not To Scale
TABLE 3.31-C
TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES
SEEDING RATE
NORTH'
SO[TITtI'
PLANT
all
5/1
g/15
2/la
5/1
9n
SPECIES
CHARACTERISTICSAme
I"ft
b
b
to
toto
to
4I30
B/IS
11/1
4030
9/1
Il/Is
OATS
3 W. (up b 100 IM1s..
2lbs.
%
-
-
X
-
-
Use sprwg varieties (e.g., Noble).
(Avmm vtiva)
not rev dun so Ibs.)
RYE`
2 bu. (up b 110 lbs.,
2.5 Ibs.
X
-
X
X
-
%
use for Ism (all scedbgs, wwtm
(Scala S,la)
va less duv SO lbs.)
cover. Tolerates cold east low
mo;Mam.
GERMAN MILLET
SO lbs.
ro +PP x. 116.
%
-
-
X
-
Warm -caws smear. Dien at firs'
(Stlada iWia)
fmratm. Mry be added b wmvm
ANNUAL RYEGRASS`
6016a
1'h lbs.
X
-
%
X
-
X
Mry ba added in vdxes. will
(Latium multi -smut
mow out or mar aMvde.
WEEPING
IS Ibs.
-
X
-
-
%
-
W..peremiM. Mry
LOVEGRASS
Minch. Talome W. dry slaps
IEsaaavie curvulal
and vid, ivknile soils. May be
added to mixes.
KOREAN
75 use,
approx. t'A
X
%
-
X
%
-
warm xeeov emual legume.
LESPEDEZA`
lbs.
Tolerate acid mile. May be
flswdav rsow Iree1
added m mixv.
a Northam Piedmont and Mountain region. See Plates 3.22-I and 3.22-2.
6 Southern Piedmont and Coastal Plain.
< May be used as a covtt cup with spring seeding.
d May be used as a cover crop with fall seeding.
X May be planted bUween Nese dates.
- May psl be planted between these dates.
TEMPORARY SEEDING (TS
Not To Scale
Compacted Soil
.. T 7
18" min.
< Flow
4.5' min.
illDIVERSION DIKE (DD)
C11 / Not To Scale
PERMANENT SEEDING SPECIFICATIONS
February 16 through April 30:
Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre;
Annual Rye - 20 lbs/acre.
May 1 through August 15:
Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre;
Foxtoil Millet - 20 lbs/acre.
August 16 through October 31:
Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre;
Annual Rye - 20 lbs/acre.
November 1 through February 15:
Kentucky 31 Fescue - 128 lbs/acre; Red Top Grass - 2 lbs/acre; Winter
Rye - 20 lbs/acre.
MULCHING SPECIFICATIONS:
Straw or hay at a rate of 2 tons/acre. Must be anchored. Spread with
mulch blower or by hand.
LIME AND FERTILIZER SPECIFICATIONS:
Lime and fertilizer needs should be determined by soil tests. Soil tests
may be preformed by the Cooperative Extension Service Soil Testing
Laboratory at VPI&SU, or by a reputable commercial laboratory.
Information concerning the State Soil Testing Laboratory is available from
CITY Extension Agents. Under unusual conditions where it is not possible
to obtain a soil test, the following soil amendments will be applied:
For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tans
per acre, and fertilized at a rate of 1,000 lbs. per acre of 10-20-10 (10
lbs. per 1,000 square feet) or equivalent.
For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons
per acre, and fertilized at a rate of 600 lbs. per acre of 10-20-10 (10
lbs. per 1,000 square feet) or equivalent.
LOW MAINTENANCE GROUND COVER:
SOUTHEAST NATIVE GRASS SEED MIX (AMERICAN MEADOWS INC.)
For slopes steeper than 3:1 grade, Mix the following seeds at 30 lbs/acre
each, along with EC-2 Matting:
Virginia Wildrye (Elymus virginicus), Little Bluestem Grass (Schizachyrium
scoporium), Purpletop (Tridens flavus), Broomsedge (Andropogon virginicus),
and Indian Grass (Sorghastrum nutons).
4 NLKMAI
C11 j Not To Scale
GRAVEL CURB INLET SEDIMENT
FIL TER
--------
GRAVEL FILTER *
RUNOFF WATER
SEDIMENT J / 'IIII
CONCRETE GUTTER J
712"1
SPECIFIC
APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE
INLET PROTECTION (IP)
C11 JNotTo Scale
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE S UPPOR T)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
I
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
.01
FLOW
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA DSWC
Sherwood and Wyant
s TEMPORARY SILT FENCLL
C11 Not To Scale
PLATE. 3.05-2
Sediment Trap Design Data
Weir
DA
Wet
Wet
Area 1
Dry
Dry
Area
No.
A
B
C
H
Z (ft.)
tengt
(Acs.
Vol.
Cl
Vol. Cy
(sq.
Vol.
D2
Vol.
2 (sq.
(ft.)
h
)
(Req.)
(ft,)
(Prov.)
ft.)
(Req.)
(ft.)
Cy
ft.)
(ft.)
(Prov.)
1
394.0
392.0
389.0
2.0
3.0
14.6
2.44
163.5
3.0
178.0
1860.0
163.5
2.0
167.4
2660.
0
2
384
382
379.0
2
2.0
5.4
0.90
60.0
3.0
60.0
680.0
60.0
2.0
68.7
1176.0
ORIGINAL
GROUND
ELEV.
EL=A Area 2 1.0'
DRY STORAGE p2 H
67 CU. YDJACRE 4!TER
EL=B Area 1
WET STORAGE
67 CU. YDJACRE
CLOTH ORIGINAL
(EXCAVATED) GROUND
EL=C ELEV.
se
-SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET) _
6 X DRAINAGE AREA
(IN AC.)
/DIVERSION
DIKE
1 I / /
/ COARSE AGGREGATE I /
/
EXCAVATED
AREA , �/\FILTER CLOTH
**COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
OUTLET (PERSPECTIVE VIEW)
7 1TEMPORARY SEDIMENT TRAP
Clij Not To Scale
PIPE OUTLET CONDITIONS
A A
-
i
3 dl a
da
- PIPE OUTLET TO FIAT
AREA WITH NO DEFINED
CHANNEL
PLAN VIEW
�
L)*fm
d
SECTION A -A FILTER CLOTH KEY IN W-W. RECOMMENDED FOR ENTIRE PERIMETER
A
A 3do (MIN.)
d I
I
�° _1
PIPE OUTLET TO WELL
DEFINED CHANNEL
PLAN VIEW
• L a
,
tI
0 , I
i
d
SECTION A -A
FILTER CLOTH KEY IN 6--Sr, RECOMMENDED FOR ENTIRE PERIMETER
NOTES. 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GASION
BASKET, OR CONCRETE.
2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.16-4.
3 d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES
Source: Va. DSWC Plate 3.18-1
8 )OUTLET PROTECTION (OP
C11 Not To Scale
Specifications
Outlet
La (ft)
d (in)
W (ft)
Al
16
6.0
4.5
F1
16
6.0
7.5
Class Al Riprop for all outlets
END -SECTION 12" - 60" PIPE
HUB EPA ON OUTLET END -SECTIONS
TKPLAN�j
N
CONCRETE TO BE
4000 PSI YINrARM
�15TMg1•IJ�'O[I
Iyau�m�sli
END SECTION DIMENSIONS
PIPE DIAMETER
A
B
C 0 E
12"
4'
2',0"
2.-0"
4'-0'
2'-0'
15"
6"
2'-3"
1'-9"
4'-0"
2'-6'
16"
9"
2'-3'
I'-9"
4',0"
3' 0'
21"
9
T-11-
2'-1'
5'-0"
Y-6.
241
g
3.. T.
TwIS"
6..1„
40.0.
2T'
t0
4'-0`
2'-1"
6'-1"
4'-6"
30"
1'-C'
M1'-6"
1'-7
6'd ••
5'-a"
33"
T- /
4
2r
T-1
5'-6"
38"
1-3..
5.-3"
Y_10 �.
g.-1 ��
W-W
42"llllllllllllllllll
71"
5'-3"
T-11"
6'-2"
6'-6"
48"
2'-0"
6'-0"
2'-2"
B'-2"
T-0"
54"
2'-S"
5'-5"
2'-9
B'-2
T-6'
ALTERNATE END -SECTION 12" - 60" PIPE
HUS END ON OUTLET END-SECTKIAIS
SPIGOT END ON INLET ENO -SECTION
K CONCRETE TO BE
LLL E +000 PSI MINIMUM
PLAN
FEEL FABRIC
A
0
-PAY LIE
-
SECTION X-X
END VIEW
END SECTION DIMENSIONS
PIPEDIAMETER E
A
-1
D
E
12'
41
-
i5"
6'1
2'.3-
3'-10'
'-I
6"
2' -6"
16,
91,
2'.3..
3._10.
61-1„
3 q.
21"
9"
2'-II'
Y-2"
-1
6'"
3-]'
21.'
loll
3.. T'
T-19"
6,-3„
3D.'
F-0"
4'-5•'
I'4
6'-I
36"
I'-3'.
5'-}•
2'-A
B'-1
6'-0"
48•
2�_0.,
g.0
2._2.
g,.r"
T.D..
St"
2'-3"
W-4"
7'-6"
60"
1 2'-6"
X-3"
LENGTH! OF D1lF - PAY LINE
5"D A DER c B NOTES
PPE LENGTHS SHOWN ON PLANS ARE
BASED ON ETD -SECTION CONTRACTOR
SHOWN
ON THE LEFT. IF RN CONTRACTOR ELECTS
TO USE THE ALTERNATE DESIGN SHOWN ON
THE RIGHT LENGTHS WILL BE REDUCED BY
CULVERT/ THE DIFFERENCE IN DIMENSION
DIMENSION 0".
SLOPE DETAIL
SPECFILAIbT•
RE`D'ENI' FLARED END -SECTION FOR 121t-60tt CONCRETE PIPE CULVERTS
�' VRGIMA DEPARTMENT OF TRANSPORTATION REV. 7/01
$02.01 al
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design Focused Engineering
912 East High Street Phone: 43 227-5140
Charlottesville, VA 22902 shimp-engineming.wm
Lr
�r
U NS IN S �' I
Lic. A5183
Ao � 2b�ww
Fss�o�vn1. �
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD - FLOW
AUTOMOTIVE
SUBMISSION:
2020.06.02
REVISION:
01)
FILE NO.
E&SC DETAILS
C11
T.M. 78-58G1
PANTOPS CORNER,
LC.
D.B. 4358-684,
688 PLAT
ZONED: HC
POA
PREDEV DRAINAGE AREA TO POA 4
0.271 AC WITHIN LIMITS OF DISTURBANCE, CN = 95
TOC = 5 MINS
T.M. 78-5A
PANTOPS CORNER, LC
D.B. 4358-684,
688 PLAT
ZONED: HC
\
\I 1 - - - - •._..._ _ _ - - --- --- _..._...-..._..._
\ 1\ \\\I - - - - - - - - - - - - - - - - - - --_..._..._..._..._..._...-..._.... ..,
------ - - - - - -
\ \ \ \ \ \ \ \ �� -- 7 g ---_ _ .._.
\\ \\ \ \\\ 3SO,�\ �\ — \\\ `\ =3 100 YR FLOODPLAIN /
R�ERE p IMAGE\ A- TO POA 2 --- / �;,��--�—--------_ - - -
_ /
TUF BANCE, .CN __-65 -� _-- 350
—
\\,''�:\�1\.� \OU�SL�E L'I���(�—,(� DID URBANCE, CN = 65 F` _ — `- --- ---- ------------- --\
5 AI \ \ \
� — —350 -�
-/ - _ __
vvvv3�� �� �vv \v\ \v �- - \/— — — — �.
-360--
r-0 — — __--_
.00
\ _
370 i /— ------- --
\------_
380
o ' 390 A �♦ IIIII
-`.�� ._- _ '�- ♦ -��_-__ - � �,� �L..r �_�-� - �-� \
L � FX�Y�—Yr—Nc--yr� � � _ --F -- I II II 11 I —370,
ESTORY METAL & BLOCKI —
��� - ''�•> . -,s. I I I BUILDING �-
i #1290
— _ _
-aft
„sp �� v ------
i a \ ----------------
—-- 4ea _ —L — —_—_-- _
\ _ ____ _�-1-r-------_-----_--
T.M. 78-9
--
?Zz
�C �e �' .. ,� -� \3e TCO PARTNERS, LLC
` ,,.�•� D.B. 4710-713
PREDEV DR_AINAGEA�E# 1 I --- _------- I D.B. 3657-569 THRu 578
lul I 410615 AC WITH_N LIMITS-0 DIST €,--C__-_- 8 _ _ \---____ \ PLAT
-
III 68_AC. OUTSIDE
(�F T AN CN = 6 --- ----- - _ �; \ _ ___-__ --- -�- D.B. 3339-701,
��t - — — — _-----__- __ _ _ —3so _ — _ _ _
TOC — 5 MIN - --- � �---- — — _ --- -�'---_--_---_---------- 704 THRU 707 PLAT
,aa _ * — --- —400� --- -------___---- \ ZONED: HC
I�Ijllj , 14
/
� o
IIIII i I //
I IIIII I / /' / , /' / / / ♦ ' --- �
IIIIIII I / / ' x
I: d TI
I�;;IIII a 74 A WITH LIMITS OF Ufj6 E, CN = 96
lui TU R A — 9
Ij X/ 0 $
III�IIii
III�;C;II iHSG B
I
III4 ♦ II �-
II■
\- — — -----------------
+,
— — —
--- k
-- - _
------------
0 A 5
Jr I
b fei.�eia il9iY iYl iYli�Y liiYi�JJ rraw
PREDE/V DRAINAGE AREA TO POA 5 o I '
0.354 AC WITHIN LIMITS OF DISTURBANCE, CN 92 \
I
\TOC = 5 MINS`
EX. ONE STORY STUCCO
& BLOCK BUILDING
�►��\��1��� I �
E
Scale: 1 "=40'
Z
SUMMARY OF DRAINAGE AREAS
DISTURBEDAREA
UNDISTURBEDAREA
DA
AREA (AC)
CN
AREA (AC)
CN
TO POA 1 DIRECTLY
1.615
88
0.068
67
TO EX DET PIPE, THEN POA1
0.874
96
1.198
95
TO POA 2
1.02
65
1.82
65
TO POA 3
0.316
98
1.534
94
TO POA 4
0.271
95
TO POA 5
1 0.3541
92
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design F1 used Engineering
912 East High Street Phone: 43 227-5140
Chanotlesville, VA 22902 shimp-angineanng.wm
VSMP PLAN
ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
ROAD - FLOW
AUTOMOTIVE
SUBMISSION:
2020.06.02
REVISION:
01)
FILE NO.
19.078
PRE DEVELOPMENT
DRAINAGE MAP
C12
T.M. 78-58G1
PANTOPS CORNER
LC.
D.B. 4358-684,
688 PLAT
ZONED: HC
PREDEV DRAINAGE AREA TO POA 4
0.105 AC WITHIN LIMITS OF DISTURBANCE, CN = 65
TOC = 5 MINS
T.M. 78-5A
PANTOPS CORNER, LC
D.B. 4358-684,
688 PLAT
ZONED: HC
—360- ..
f)RAI E AREA TO PrOA Q 1
3s Q.\�36 ITHIi\i LIM ��T BB�ANyCyE,� EsN�� 61 ------
\1ydU AC`- 1•DE tliv}IT OF V,
V RDl1fV l.-C, LIV � �� � — J — ` — - O YR F-----_--- ----
OODPL i
60\\� \ - - -_—��' a.�r '''--�_\`------ `------- - I
•• ` \ \ \ `� �100 RFL00 - — �"' _ - _ --- - - I
_ 350
-- --------- --— — — — — — — — — — — —
fF— —
\-----------------------
ARE -A-— ------
——--------- ------
`\`\ \3.yN0 AC_, Hu4-OMITS-O_F_-__ - _
vv v`v j� RBANCN =-88 _37a -
_
T \ OUTSIDE-\ ISTU}?flAmcE,-c -=;5s------- I� --------____
S \ \f0C_ =- ,M1NS_-HSG B
--_------ I ----------- a ----__- /
— —
_ - �� ---- _
380
o v ► ► 390_-
-
--\- --_ - ---�\ _ - --- --
--
v__
-------------------
STORMWATER MANAGEMENT NARRATIVE
Runoff from the site is analyzed at five points, labeled POA1 thru POA5. The drainage areas to
points of analysis 1 thru 3 are separated into disturbed and undisturbed area, since the
improvement factor is only applied to the disturbed portions. Points of analysis 4 and 5 include
only disturbed area, since the disturbances create no change to the drainage patterns outside
the limits of disturbance in those areas. Drainage areas to POA 1 are further separated into
drainage to the existing detention system on site and drainage straight to POA 1. All end up at
POA 1, but this separation was used to ensure that the existing detention system will continue to
function as designed. The post -development drainage area acreage and curve number to the
existing detention system are less than in pre -development conditions. Runoff to POA 1 is held in
a detention pond and released at a peak flow rate that complies with channel protection
requirements set forth in 9VAC25-870-66-B3 (energy balance equation). Flood protection is met
as runoff is outlet into a mapped floodplain. Runoff to all other points of analysis complies with
flood protection requirements as the post -development 10 yr, 24 hr storm is released at a peak
flow rate less than in pre -development conditions. Channel protection requirements are met at all
points of analysis. POA 1 - POA 4 are analyzed according to 9VAC25-870-66(B)(3). POA 5 is
analyzed according to 9VAC25-870-66(B)(1)(a).
\ i ;_ — t _ — T.M.78-9
T C � \3 � CO PARTNERS, LL
D.B. 4710-713
_ �....
------ I D.B. 3657 9 THRU 578 PLAT
_ ■ __��_—_ -
if ---- —
�iiil D.B. 3339-701,
jl I -_--- -- - - - _ _ \ 704 THRU 707 PLAT
0 - ` -_- - -400- A- ---_----- ZONED: HC
I �
I
DEXISTIN DE�EfUTIIQNAREY":
& PO/k'1
0.571 AC WITHIN LIMITS
11218�A caiDftfl1lT1
I
\
I
r VJ'F 6/CV VRHIIVHVF�
0.1231 AA, -,WITHIN LIN
h Iv ry j
OF DISTU, BANCE, CN = 95
e OF DIST RBANCE, CN = 9
1
\\ \ ll il�i L4i iiiirirai.r i..irri.r=,li,!• - i. .�..
- PORTION OF POSTDEV
L DRAINAGE AREA TO POA 1
. �
H S G B
_ ------ 3 P ,� /
' OST � -T 0
III\ ------ EXISTING DETENTION'SYST�Tv1
_ _
410— —
e
I O / II AW J //
<� ( �' POSTDF'V DRAINAGE AREA TO POA 5 a I -- =, ,
0.315 AC WITHIN LIMITS OF DISTURBANCE, CN T 93
1 ` TOC = 5 MINSi
SUMMARY OF DRAINAGE AREAS
DISTURBED AREA
UNDISTURBEDAREA
DA
AREA (AC)
CN
AREA (AC)
CN
TO POA 1 DIRECTLY
3.13
89
0.692
58
TO EX DET PIPE, THEN POA1
0.571
98
1.238
95
TO POA 2
0.236
61
1.18
58
TO POA 3
0.123
95
1.506
97
TO POA 4
0.105
65
TO POA 5
1 0.3151
93
SUMMARY OF STORMWATER QUANTITY CALCULATIONS
POA
Q1 ALLOWABLE (cfs)
Q1 PROPOSED (cfs)
Q10 PRE (cfs)
Q10 POST (cfs)
1
8.85
3.49
27.97
36.31*
2
1.73
0.49
7.29
3.74*
3
8.63
6.92
14.39
12.91
4
11.54
0.09
2.12
0.38
5
NA
1 1.221
2.671
2.41
*Discharges to Mapped Floodplain
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design F1 used Engineering
912 East High Street Phone: 43 227-5140
Chanotlesville, VA 22902 shimp-angineanng.wm
1 /
/ VSMP PLAN
/ ALBEMARLE COUNTY, VIRGINIA
1300 RICHMOND
/ ROAD - FLOW
- / AUTOMOTIVE
Scale: 1 "=40'
SUBMISSION:
2020.06.02
REVISION:
01)
FILE NO.
19.078
POST DEVELOPMENT
DRAINAGE MAP
SHEET C13 OF 14
$° 12 C13
T.M. 78-58G1
PANTOPS CORNER
LC.
D.B. 4358-684,
688 PLAT
ZONED: HC
..
/
\�� - — \ RIP RAP AT OUTLET / — — —
�� 350. \\ \ - \�\- — -34a �\ ` 06 c� F, — — 100 YR FLOODPLAIN-_---- _ ,�-----
\\ 340- MINIMUM WIDTH i--_ - ,--------__
00 R FLOODPLAI------ Q b ---_ -____ _-_-___ ---_ I
-APPROX. _---
/ TENTION POND- W/_MASH_RA _ -_\ --___ \ \ \
.49 A� \\ \ \ \\\\ \\ \ \ \ —\ \ \ 350— — / / \ -- — —\\
-G 0.82 \ \ \ \ / I ------
-----_---------
-- - - - - — -
I \390 \\ \ \ \ --\\ \RIP -RA II ----
/ - 370 ��� CONVEYANCE MEETS ----___—_--
\ � / ' - LHANNEL_AD1D-Ft00[i- � \
PROTECTION
i
--\-----_-- RIP-RSP AT OUTLET -� - \ i -__-___-----------_______--
OFf1 *5 FT
\-_--�39o— = _-_-----
-- - —_--- _-' -
/ ■■�■■ EW 4 3 - ---_- - --_ --- --- _
8 8 I-3A--__--____ \ \ _- --�
_0.77
0.05 ASTR. B2 —
0.
11
it
11
■ ----
STIR. A3 0 \\ ------ — — --- ----- ------
1 I I \ 049--
l .
i
C = 85
m
`-,'- - —-----'_
\-'-- — ----- I
-
T.M. 78-9
l(I
•
^ EW 12'
- -- _ - --_ -'-\
--- '-
__--_'-,
-� -� �` \3
TCO PARTNERS, LLC
D 3c
`-__
ep
D.B. 4710-713
D.B. 3657-569 THRU 578
IIII II I 410�
NEW 6' A4
Dl-
_-_
PLAT
Jill
15
B. 9-7
3707
---�
-_
-
`■
\\ _ —_—
----- —
_ - _ - —3- _ _ _ _ _
-
\
704 THRU PLAT
it\\li III /.-
-
# ---
-
r
\ —
-_
ZONED: HC
---
_
A
.-.A4rr-,-STR.
,
0.14 AC 0.14
A
-C---0.62 C =
IIII II ;
I
\\
\ \
\\ \ -
\-
------------------
1
-
A3
- -
-
IIII�III
111�111II
o a 4p2,
--
I
SHIMP ENGINEERING
LAND PLANNING I SITE DESIGN I CIVIL ENGINEERING I PROJECT MANAGEMENT
Design F1 used Engineering
912 East High Street Phone: 43 227-5140
Chanott lle. VA 22902 shimp-engineenng.wm
R. A Cl
lllllllll �.
Off,
uholl 0 A ` -\- 4 �6-
G I°IIOIII: C 0.85
I111 III I, 1 \
I
\STR. —
I141IIIII 6\29 A
(IIIIIIII / \ - C 0.8LL
1uNlll / � V
VSMP PLAN
I;lII;I .._.. .._.. .._.._.._.. .._.._.._..�.. oP -- ALBEMARLE COUNTY, VIRGINIA
T.M. 78-5ACORNS ;II,, D, 1300 RICHMOND
PANTOPS CORNER, LC ilijiij / / J ROAD -FLOW
D.B. 4358-684, liijliill �� �
688 PLAT doll /' i \ \ �A10
ZONED: HC 11,11' III - - AUTOMOTIVE
IIIIII � � / ' --_ — . , I \\ ------ �
- 4,4
IIIIIIII 1
SUBMISSION:
2020.06.02
IIIIIIII -
Ih�IIIII
----- _ REVISION:
01
-
Jil
Jill / / \\ IS D2 __----------- ----- �\ / �,
141u11 / I .1 A
STR. D3
0.42 AC • //' /'
`---------------- -- I e e C = 0.84
------------------- - I-\ _ _ D3 \ \ —4 — ,7, .�/ , FILE NO.
---------- --------- —
'� 19.078
/
INLET DRAINAGE MAP
I
I I � -
/
SHEET C14 OF 14
\\ / 40 0 40 80 12
I ME
ME C14
Scale: 1 "=40'