HomeMy WebLinkAboutWPO201500083 Plan - As-built WPO VSMP 2019-01-15Purpose of This Minor Amendment
1, The purpose of this Minor Amendment is to relocate the Storm Water Management Basin. The
original Storm Water Management Basin could not be installed due to existing monitoring wells in
that location. The original Minor Site Plan Amendment was approved on February 1, 2007.
2k The limits of this Minor Amendment are shown on Sheets C-400.
3. For purposes of storm water calculations the existing conditions shown on this -plan are what were
in place prior to construction of improvements shown on original Minor Site Plan Amendment.
4. The total area of disturbance for this minor amendment is 1.25 acres.
TMP 31-21F
Earlysville Volunteer Fire Co.
DB 1666-71
Zoned: Ll
N 461538" W
291.32'
�_TMP 31-21AI
4F, LLC
DB 2037-437N3`09'4" Ll N 33'09'47" W
47,08ro
T
,, o
it " It
41
0
AT
I f II
Refer to Sheets
C-401
C-601
T7
S 33*38'52" F
_32,07'
TMP 31—IOA
4F, LLC
DB 1804-200
0.5 +/— Acres
Zoned: RA
TMP 31-19A
4F, LLC
DB 1804-200
0.4 +— Acres
/
Zoned: RA
TMP 31-19
4F, LLC
DB 1804-200
0.8 +/— Acres
Zoned: RA
rr
aJ
PARCEL OVERVIEW
11� �OO I SCALE: 1" _— 100'
37*52'49- E
To
TMP 31-21A
4F,LLC
DB 1825-109
27.1 +/— Acres
Zoned: LI
z
0
CURVE ARG LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1 19415'
666.59'
16041'15"
S 67059'24" W
_200.11'
193.46'
C2 200.25'
1537.17'
7°2'7'51"
S 56"09'42" W
HEALTH DEPARTMENT
_C_3_08,86'
185`.57'
86.06'00"
N 33009'11" E -253,35'
LI -- LIGHT INDUSTRIAL
C_4_205.15' _[I_68.93'
AIA — AIRPORT IMPACT AREA
69034'50"
IN 23'020'46" E
192.7"7'
19-
09.
New Storm Water
Management Basin
Limits of Minor Site
Plan Amendment
----TMP 31-21DI
4F, LLC
DB 1804-200
Zoned:: RA
TUP '11--21D
4F,
DB 1804 200
Zoned: A.
AIL
I -A
7
. 4A
Refer to Sheet
Lie C-602
IF
IDeleted from this project. I I
Ai - 31 �5 V4
yl"P0 X01 X00083
STORM WATER MANAGEMENT
AS -BUILT PLAN
FOR
EARLYSVILLE BUSINESS PARK
4-021-1=1
SITE PLAN NUMBER:
SDP200500144; SDP201500012
S 44*00 49
IL
LEGAL REFERENCE:
TM 31 PARCEL 21A
942.00)'�
420
395 REAS FORD ROAD
INSPECTIONS
ARB
EARLYSVILLE, VA 22936
SOURCE OF TITLE:
DB 1825 PAGE 109
OWNER AP
4F, LLC_
HEALTH DEPARTMENT
2885 EARLYSVILLE ROAD
TMP 31-21B
EARLYSVILLE, VA 22936
ZONING:
LI -- LIGHT INDUSTRIAL
4F, LLC
AIA — AIRPORT IMPACT AREA
DB 1804-200
z
TMP 31-210
Zoned: RA-`''
F', LLC
TMP 31-21K
DB 1804-200
Thornas or Catherine
Manusco
Zoned: RA
Z
DB 1864-665
Zoned: FA
100' 0
100' 200' 300'
M M M M 1W_
SCALE: 1 "=10 0'
yl"P0 X01 X00083
STORM WATER MANAGEMENT
AS -BUILT PLAN
FOR
EARLYSVILLE BUSINESS PARK
4-021-1=1
SITE PLAN NUMBER:
SDP200500144; SDP201500012
WPO 'LAN -NUMBER,
WP020060039
LEGAL REFERENCE:
TM 31 PARCEL 21A
PARCEL ADDRESS:
395 REAS FORD ROAD
INSPECTIONS
ARB
EARLYSVILLE, VA 22936
SOURCE OF TITLE:
DB 1825 PAGE 109
OWNER AP
4F, LLC_
HEALTH DEPARTMENT
2885 EARLYSVILLE ROAD
0j
EARLYSVILLE, VA 22936
ZONING:
LI -- LIGHT INDUSTRIAL
00
AIA — AIRPORT IMPACT AREA
MAGISTERIAL DISTRICT: RIO
BUILDING SETBACK: 50' FROM PUBLIC RIGHT—CF—WAY
50' FROM RURAL AND RESIDENTIAL DISTRICTS
30' UNDISTURBED BUFFER ALONG RURAL AND RESIDENTIAL DISTRICTS
PARKING SETBACK: 10' FROM PUBLIC RIGHT—OF—WAY
30' FROM RURAL AND RESIDENTIAL DISTRICTS
SOURCE OF BOUNDARY: PLAT RECORDED IN DB
SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY LOUISA AERIAL SURVEYS ON APRIL 10, 2007.
FIELD RIJN SURVEY BY MERIDIAN PLANNING GROUP, LLC, ON FEBRUARY 10.1, 2015
2—FOOT AND 1—FOOT CONTOURS.
SWM VOLUME CONTROL-. STORM WATER MANAGEMENT BASIN.
SWM WATER QUALITY: BIO—FILTER.
PUBLIC WATER SUPPLY:- THIS PARCEL IS LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED.
Land Use Table
SITE
Desc.-ription
SHEET INDEX
DEPARTMENT OF COMMUNITY DEVELOPMENT
0
PLANNER/ZONING
C-400 COVERSHEET
ENGINEER
........
DT ANT
C-401
INSPECTIONS
ARB
C-601_ .... - SITE PLAN
DEPARTMENT OF FIRE RESCUE
C-602--_ SITE DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
C-603........ STORM WATER MANAGEMENT PROFILE
HEALTH DEPARTMENT
A InXT
0j
C-605 ........ .
1254,528
c
Q. den
LEGEND
PP POWER POLE
V1 CI IN I TY M AP SC(C STORMWATER CONVEYANCE CHANNEL
SCALE: 1" = 2000' BUILDING SETBACK
PARKING SETBACK
SIGNATURE PANEI
APPROVALS
SHEET INDEX
DEPARTMENT OF COMMUNITY DEVELOPMENT
0
PLANNER/ZONING
C-400 COVERSHEET
ENGINEER
........
DT ANT
C-401
INSPECTIONS
ARB
C-601_ .... - SITE PLAN
DEPARTMENT OF FIRE RESCUE
C-602--_ SITE DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
C-603........ STORM WATER MANAGEMENT PROFILE
HEALTH DEPARTMENT
A InXT
0j
C-605 ........ .
c
Q. den
LEGEND
PP POWER POLE
V1 CI IN I TY M AP SC(C STORMWATER CONVEYANCE CHANNEL
SCALE: 1" = 2000' BUILDING SETBACK
PARKING SETBACK
SIGNATURE PANEI
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
0
PLANNER/ZONING
in
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
Z
0
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63
SHEET NO.
i
SHEET 1
of 7
VDOT #3, #357, #5, #56 OR
#57 COARSE AGGREGATE IN
GALVANIZED WIRE MESH BA2
* FILTER CLOTH
SECURE WIRE TO GROUND
WITH WIRE STAPLES ---7
40' 1 10, 1 31
MAX SLOPE=6.0% MAX SLOPE -2,0%
LENCTH92' (M
SECURE WIRE MESH TO TIMBER
6X6 TREATED TIMBER
TOP ELEV=558,00
#5 REBAR TO SECURE TIMBER.
NOTES:
1. The fallowing guidelines were determined from the Virginia DEQ
Stormwater Design Specification No. 2.
2. 13 feet of level spreader length was used per every I cfs of
inflow for discharges to a conserved open space consisting of
BOTTOM ELEV=557,00 native grosses/thick ground cover,
3. For the purposes of determining the Level Spreader length, the
q,%k peak discharge was determined using the Rational Equation with
an intensity of 1—inch/hour.
LEVEL SPREADER WITH RIGIrD LIP
MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP
SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control PlanninLy and Design. Manual
PLATE: 3.21-2
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C-60?) SCALE: NTS rL,
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New Engineered Levet-Spreador
(See Details)
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40' 0 40' B0, 120' Cpe 0 60z
�B SITE PLAN
C-60 SCALE: 1" = 40'
SCALE: 1 "=40' SHEET 4 of 7
I
A
q
ELS Length
ELS length
Description
C
intensity
Area
Total Flow
Required P
Provided
C -Factor
(Acres)
ids)
_12!tyer,cfs
ift}
Uniaproed
0.70
1.0
7.14
1.43
sphaltic
0,79
1.0
7,14
5,64
—Total
14.28
7.07
93„S�q
91,
PLATE: 3.21-2
/ J nIN "I -LN Cr,]-Sr]J LEVEL r -J, A
C-60?) SCALE: NTS rL,
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JOL A01L
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40' 0 40' B0, 120' Cpe 0 60z
�B SITE PLAN
C-60 SCALE: 1" = 40'
SCALE: 1 "=40' SHEET 4 of 7