HomeMy WebLinkAboutSUB201700196 Plat - Submittal (First) 2017-11-16 (2)lulNnwwoo
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U01.9 l AON
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/ TMP 31-21F
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Earlysville Volunteer Fire Co.
DB 1666-71 '
Zoned: LI / N 4615'38" W
------
TMP 31-21A1
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4F, LLC 3
DB 2037-437
Zoned: LI N 33'09'47" W
--'`�rrrtrrrrr7.BB' N
°
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56' 39. E
�,171T17
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1 It
Al-
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WAREHOUSE '
BUILDING o
Sh
E------RP,1 ee
FUTURE
-' S 40°38'25" E 729 41
n
50 AREAA i N37°qp,r� — -___ DEDICATED TOP 726 ACRES - Drlllera Lan e
330.82' -'--- UBLIC RIGHT -OF -
SF IS z -OF-WA ._ 50' Public R/W
N 3T40'53" W 508,00, 4W38'25" E 729.41' t100-00-00-020B0
a5 FORD ROAD ` IS
:IAN E. POLS N 44°O6'0C
1685 PG 486 / /
ED: RA / TMP 0310 BO ✓
4F, LL
DB 1804 200
Z NE : RA
1 PARCEL OVERVIEW
-00 SCALE: 1' = 100'
CURVE
ARC LENGTH
RADNS
DELTA ANGLE
CHORD B
CI
194.15
888.59
IB"41 15
S 67°59 24
C2
200.25
1537.17
7"27 51
S 56"09 42
C3
278.88
185.57
86"0600
N 33°09 11
C4
205.15
168.93
69"34 50
N 23"20'46
RESIDUE OF
TMP 03100400400-021AO
395 REAS FORD ROAD
4F, LLC
DB 1804 PG 200
o ZONED: LI
------ -
------------------
TMP 31-21D1
4F, LLC
DB 1804-200
Zoned: RA
F
LOT 2
Refer to
c�p_Shee
IF 0.85' NE OF LINE
IS @ S 29°2828' W
0.88' FROM IF y,
THOMAS J. MAN%
CATHERINE A. MAN
DB 1864 PG 665
ZONED: RA
0
o
N 44'06'00" W 477.86'
BUILDING SETBACK: 0 FROM PUBLIC RIGHT-OF-WAY
' /
50 F AL AND ENTIAL DISTRICTS,
30' UNDISTURBED BUFFER ALONG RURAL AND RESIDENTIAL DISTRIC
PARKING SETBACK: �� 10' FROM PUBLIC RIGHT-OF-WAY
30' FROM RURAL AND RESIDENTIAL DIS IC blelk
SOURCE OF BOUNDARY: PLAT RECORDED IN DB
SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY LOUISA R:_RIAL SURVEYS ON APRIL 10, 2007.
FIELD RUN SURVEY BY MERIDIAN PLANNING GROUP, LLC. ON FEBRU Y 19, 2015
2-FOOT AND i-FOOT CONTOI'RS.
CT-MP1D SWM VOLUME CONTROL: STORM WATER MANAGEMENT BASIN. L/
00
Zoned: RA SWM WATER QUALITY: BIO-FILTER.
PUBLIC WATER SUPPLY: THIS PARCEL IS LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED.
I and llca Talhla
RESIDUE OF
AR B TMP 03100-00-00-021CO
0.2 ACRE 4F, LLC
DEDICATED TO PUBLIC DB I" PG 200
RIGHT-OF-WAY ZONED: RA
100' 200' 300,
Description Pre -Development % Post -Development %
Buildings 234,976 18.7% 1 248,256 19.8%
Paved 57,644 20.5% 1,5 20.8% �.
Pervious 761,908 60.7% ,747 59.4%
Total 1,254,528 100.0% 1,254,5 100.0%
SHEET INDEX
4 RP-1......... COVERSHEET
6
RP-2.......... ROAD PLAN AND PROFILE
RP
RP-3 ......... ROAD PLAN AND PROFILE AND SITE DETAILS
Fed Kood 5 ......... BOUNDARY LINE ADJUSTMENT PLAT AND SIGHT DISTANCE DETAIL
LEGEND
PP POWER POLE
2 VICINITY MAP SCC STORMWATER CONVEYANCE CHANNEL
-00 SCALE: 1 "= 2000' BUILDING SETBACK
PARKING SETBACK
SIGNATURE PANEL
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
F
� � W
W
Q � O
— N�y r::) J
J ~
J F-
C S
L N
SHEET NO.
RP-1
SHEET 1 of 5
FARING CHORD LENGTH G�NIA�,��
W 193.46
W 200.11 SUB J�
E 253.35 v F\ 2
E 192.77 ROAD PLAN FOR
DRILLERS LANE
TAX MAP 31, PARCEL 21A
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA '0 N V
ZR a
O FO J m m m
0 U
mN 3 w w
SITE DATA o
SITE PLAN NUMBER: SDP200500144; SDP2015OW
s z
WPO PLAN NUMBER: WP020060039 S
z
LEGAL REFERENCE: TM 31 PARCEL 21A � a a o,o
PARCEL ADDRESS: 395 REAS FORD ROAD 0.' C) Z � � o 8 o
EARLYSVILLE, VA 22936 0M
—i >..m _mg
SOURCE OF 11TLE: DB 1825 PAGE 109 Q w q
\ U
OWNER/APPLICANT: 4F, LLC a
2885 EARLYSALLE ROAD * w
\ EARLYSVILLE�C 2293 % /S (/ C a a a
/ F4 a 5s
ZONING: LI - LIGHT INDUSTRIAL 7 W �"
AIA - AIRPORT IMPACT AREA Z
MAGISTERIAL DISTRICT: RIO z
3-
RESIDUE OF
AR B TMP 03100-00-00-021CO
0.2 ACRE 4F, LLC
DEDICATED TO PUBLIC DB I" PG 200
RIGHT-OF-WAY ZONED: RA
100' 200' 300,
Description Pre -Development % Post -Development %
Buildings 234,976 18.7% 1 248,256 19.8%
Paved 57,644 20.5% 1,5 20.8% �.
Pervious 761,908 60.7% ,747 59.4%
Total 1,254,528 100.0% 1,254,5 100.0%
SHEET INDEX
4 RP-1......... COVERSHEET
6
RP-2.......... ROAD PLAN AND PROFILE
RP
RP-3 ......... ROAD PLAN AND PROFILE AND SITE DETAILS
Fed Kood 5 ......... BOUNDARY LINE ADJUSTMENT PLAT AND SIGHT DISTANCE DETAIL
LEGEND
PP POWER POLE
2 VICINITY MAP SCC STORMWATER CONVEYANCE CHANNEL
-00 SCALE: 1 "= 2000' BUILDING SETBACK
PARKING SETBACK
SIGNATURE PANEL
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
F
� � W
W
Q � O
— N�y r::) J
J ~
J F-
C S
L N
SHEET NO.
RP-1
SHEET 1 of 5
FARING CHORD LENGTH G�NIA�,��
W 193.46
W 200.11 SUB J�
E 253.35 v F\ 2
E 192.77 ROAD PLAN FOR
DRILLERS LANE
TAX MAP 31, PARCEL 21A
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA '0 N V
ZR a
O FO J m m m
0 U
mN 3 w w
SITE DATA o
SITE PLAN NUMBER: SDP200500144; SDP2015OW
s z
WPO PLAN NUMBER: WP020060039 S
z
LEGAL REFERENCE: TM 31 PARCEL 21A � a a o,o
PARCEL ADDRESS: 395 REAS FORD ROAD 0.' C) Z � � o 8 o
EARLYSVILLE, VA 22936 0M
—i >..m _mg
SOURCE OF 11TLE: DB 1825 PAGE 109 Q w q
\ U
OWNER/APPLICANT: 4F, LLC a
2885 EARLYSALLE ROAD * w
\ EARLYSVILLE�C 2293 % /S (/ C a a a
/ F4 a 5s
ZONING: LI - LIGHT INDUSTRIAL 7 W �"
AIA - AIRPORT IMPACT AREA Z
MAGISTERIAL DISTRICT: RIO z
3-
SHEET INDEX
4 RP-1......... COVERSHEET
6
RP-2.......... ROAD PLAN AND PROFILE
RP
RP-3 ......... ROAD PLAN AND PROFILE AND SITE DETAILS
Fed Kood 5 ......... BOUNDARY LINE ADJUSTMENT PLAT AND SIGHT DISTANCE DETAIL
LEGEND
PP POWER POLE
2 VICINITY MAP SCC STORMWATER CONVEYANCE CHANNEL
-00 SCALE: 1 "= 2000' BUILDING SETBACK
PARKING SETBACK
SIGNATURE PANEL
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
F
� � W
W
Q � O
— N�y r::) J
J ~
J F-
C S
L N
SHEET NO.
RP-1
SHEET 1 of 5
FARING CHORD LENGTH G�NIA�,��
W 193.46
W 200.11 SUB J�
E 253.35 v F\ 2
E 192.77 ROAD PLAN FOR
DRILLERS LANE
TAX MAP 31, PARCEL 21A
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA '0 N V
ZR a
O FO J m m m
0 U
mN 3 w w
SITE DATA o
SITE PLAN NUMBER: SDP200500144; SDP2015OW
s z
WPO PLAN NUMBER: WP020060039 S
z
LEGAL REFERENCE: TM 31 PARCEL 21A � a a o,o
PARCEL ADDRESS: 395 REAS FORD ROAD 0.' C) Z � � o 8 o
EARLYSVILLE, VA 22936 0M
—i >..m _mg
SOURCE OF 11TLE: DB 1825 PAGE 109 Q w q
\ U
OWNER/APPLICANT: 4F, LLC a
2885 EARLYSALLE ROAD * w
\ EARLYSVILLE�C 2293 % /S (/ C a a a
/ F4 a 5s
ZONING: LI - LIGHT INDUSTRIAL 7 W �"
AIA - AIRPORT IMPACT AREA Z
MAGISTERIAL DISTRICT: RIO z
3-
F
� � W
W
Q � O
— N�y r::) J
J ~
J F-
C S
L N
SHEET NO.
RP-1
SHEET 1 of 5
FARING CHORD LENGTH G�NIA�,��
W 193.46
W 200.11 SUB J�
E 253.35 v F\ 2
E 192.77 ROAD PLAN FOR
DRILLERS LANE
TAX MAP 31, PARCEL 21A
RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA '0 N V
ZR a
O FO J m m m
0 U
mN 3 w w
SITE DATA o
SITE PLAN NUMBER: SDP200500144; SDP2015OW
s z
WPO PLAN NUMBER: WP020060039 S
z
LEGAL REFERENCE: TM 31 PARCEL 21A � a a o,o
PARCEL ADDRESS: 395 REAS FORD ROAD 0.' C) Z � � o 8 o
EARLYSVILLE, VA 22936 0M
—i >..m _mg
SOURCE OF 11TLE: DB 1825 PAGE 109 Q w q
\ U
OWNER/APPLICANT: 4F, LLC a
2885 EARLYSALLE ROAD * w
\ EARLYSVILLE�C 2293 % /S (/ C a a a
/ F4 a 5s
ZONING: LI - LIGHT INDUSTRIAL 7 W �"
AIA - AIRPORT IMPACT AREA Z
MAGISTERIAL DISTRICT: RIO z
3-
67i
66
65,
64i
631
621
611
601
591
c-
o P
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+
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N>
NW
NW
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NW
NW
ss
»
ss
-2.6
70.
OVC 400.9
0.9
100.00VC
-3
4
-3.440
250.00VC
1.0
181.
4SD
05.15SD
283.06SD
-
1.3 2.
a
o
�m
580
10+00
Horz Scale=30
Vert scale=10
1U+0U 11+UU 17+bU Iz+UU 1z+5U 1b+UU 13+bU 14+0U 14+50 15+UU 15+DU Ib+UV lb+SU I/+UU Iitbo iotuu ioTw iaTvv
w
0
660
z
0
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650
w
0
640
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w
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610
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a
600
590
SHEET NO.
580 RP — 2
SHEET 2 of 5
_
09
SUBOW
�\ \ 56.9
op
CLr -
a)
L
v0.•
w
STANDARD CG-2
C. ..
/
`k
N (MIN)
aNE MATCH
-_'--._..
SUBGRAGE
6QQ'
CONCRETE SHP11 BE C1P55 A-3
STANDARD CG-6
-0-
_ -
\
1
/
y \
04
660
650
640
630
620
610
600
590
580
r
of
5702
0
0
0
v>w
55
»
55
100.00VC
-10.2
-10.2%
150.00VC
0.7
O
N
0.
". ".
m ram
ram
mn
�n
�1
�n
Ian
nn
19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
Horz Scale=30
Vert Scale=l0
Superpave
`?/M-{1.331- Max 1" t 2%SLOIPE 2%SLOPE 1• t
ox I 3;1
8" MOOT #21-A 3" BM-25 Primed
Aggregate base material
3" BM-25 Compacted Subgrade
Typical Paving Section (Drillers Lane from the intersection of Reas Road to 12+00)
Not To Scale
�2.5' T i2• -I- 12'�2.5--I
1.5" SM 9.5 Superpave
2%/< SLOPE 2% SLOPE
8" VDOT #21-A 3" BM-25 Primed
Aggregate base material Subg 3" BM-25 Compacted rade
%2� Typical Paving Section (Drillers Lane From 12+00 to End)
°�";SON
10806
Redi-Rock®International, LLC
oar
TYC�f 30'n Bloch Gmviry VJeII.Ew9 ixiou
uewx
NO SCALE �Or 1
/ See Redi-Rock.com for Detailed
Section Drawings of Each Condition
Shown in the Design Charts
NOTES:
1. Wall to be designed by others.
-_ 2. Color of wall shall be Buffalo Brown RC5004
e Slopes__ 30� / 0 3i)• 60 \age
ALE/ 1'•=
660 3 RETAINING WALL DETAIL
RP-3 SCALE: NTS
R� Not To Scale
Note:
Load Condition A Shown
(No B,tl Lope- No S-ro rge) 28" To Block
P
Move Blocks Forward During
Installtion to Engage Shear
Knobs (Typical)
Ground Level
T
Exposed
Wall
Free Draining Back61l
Wall 6' Max
_
to Extend at Least 12"
Height
__
Behind Wall
- - Non -Woven Geotextile
Ground
Level
li
Fabric (If Specified)
Buy
Depth
28" Bottom Block
Leveling
Pad
0�
-- Perforated Sock Drain
Crushed Stone
(As Specified by Engineer)
Leveling Pad
650
Flow
Total Travel
From Catch A Runoff Accum Tot Tc Total hat Flow Up Inv Down Pipe Len Pipe Dia Pipe Cap Velocity Time
Point To Point (Ac) Coef. Inc CA CA (min) (in/hr) cfs) (ft) Inv(ft) (ft) Inv S(%) (in) (cfs (fps) (min)
6� A-1 A-2 0.19 0.65 0.12 0.12 6.00 6.37 0.78 589.31 582.20 278.87 2.55 24.00 38.68 4.64 1.02
630
z
o
\
m
-1
a
-1
a
m
m
m
z
Q
a
m
A
N
z
3
w
Ow
O
a
z
J
O
0
U
z
0
a
0
LD-347 Hydraulic
Grade Line Calculations
Outlet Water
Rise of
Discharge of
Length of
Friction Slope of
Friction Loss Along
Velocity of Flow in Total
Head Loss for
Final Head Loss
Inlet
Rim Elev
620
Inlet Station
Surf Elev (ft)
Outflow
Outflow Pipe,
Outflow Pipe,
Outflow Pipe,
Outflow Pipe, Hf (ft)
Outflow Pipe, Vo
the Structure, Ht
at Junction, H
Water
(ft)
A-1
583.80
24.00
0.78
282.87
0.00
0.00
4.64
0.07
0.07
583.87
594,39
W
a
A-2
582.53
24.00
3.62
156.83
0.03
0.04
5.99
0.50
0.54
583.06
587.96
610
�J-I
Iti
A-3
580.79
24.00
4.22
12.46
0.03
0.00
9.98
1.51
1.51
582.30
590.04
A_4
579.53
24.00
5.02
74.76
0.05
0.04
6.39
0.61
0.65
580.18
589.12
B-1
583.80
24.00
0.86
15.35
0.00
0.00
4,33
0.06
0.06
583.86
588.08
C-1
STR-1
593.42
569.94
18.00
18.00
1.14
3.19
31.31 0.01
30.84 0.09
0.00
0.03
4.59
7.94
0.07
0.20
0.07
0.22
583.49
570.17
587.78
574.10
600
Qi
�j
I -I
aF
Q W
IZi
STR-2
568.20
18.00
4.06
31.04 0.16
0.05
9.38
1.24
1.29
569.49
574,10
LD-2043t-ter Inlet
Computations
5 Inlets Only
590
2 E
'
-
-2
(ft)
E a
(ad
o
8
E
18
(In/hr)
_ -8
u
0
(ds)
6
C1
(6s) _
°
o
_--(cfs)
-
°
-
>;
('/)
(/)
7:
1'/1
H �'
Iftl
n
t
(ft)
_
(ds)
''
(fs)
-
a ..
(ft)
a
(ft)
i
v' B
lft),
I-�-I I�
..
1
2
3
4
5
6
7
9
10
11
12
13.......
14
15
16
17
18
19
20
21
22
23
24
O
580
570
23+50
~ H w
0.50 N ,0
).SW 0.50 0.198 0.00 U rV I-
0.50 w L
0.50 4.68 o w
1.500 0.50 0.190 0.00 0- N
).500 0.50 0.217 0.OD SHEET NO.
).50D 0.50 0.20 4.17 RP-3
).SW 0.50 0.20 0.00
SHEET 3 of 5
I,
� I
DA-Al
PGI�e \\ yylee A = 0.19 Acres
Tc=6.0 min
DOrO � C = 0.65
onanwo..«o wn.wd.a
czar g
mt I. nm r.wk.a 1« „nm thi
s vla,.
, I�IiI �-550.
\ \ / - M O
i- 54----------------------- -
,
A.hdt Parking 1 ! \ \ /
(T. Remain)10
o CO
, --- 1 1 \ o M
Ext. Ofk-N U 0_'
t Q Q F
_� / V m
Stan IM.t DA-81 Af°° o. za' a.n.g. \ \\ \ \ \' Sy, \ z a
.-� A = 0.15 Acres ® •..\ \ \\ \\� \ \„! ` \• 1 o U
DA-Al \ \� S's x' \ .\ 1 m N z 0 0
Tc = 6.0 min _ \Y / \ \ \ �l ` \ \ 0 z x
I L A = 0.24 Acres C DA-A3 DA-A4 / I ` ` \ DA-2 \ \ \ . 0 0
Y Tc = 6.0 min ' A = 0.11 Acres / ` \� \ \ N w
,-rrer zo' orwnage A = 0.18 Acres / , \ P6 30' a inag, Ex A=0.18 Acres �� 1 _ o
C=0.65 Tc=6.O min / /I,/ is=6.0 min �� \\ �� ,
Tc = 6.0 min ,
C = 0.85 C = 0.85 / / / 0.90
z
24" R '11\� \\�,,\`� \ , \ \ \\ 0'rS
-
1 600 A = 0.21 Acres _ - ' I \ - ,
min
6.0
.85 C -
--------------
-1 - '- - - -- _ -- ------ ----
- ----- -- -� � 0.6 Acres
i / / _ - - - t `/✓"I Tc = 6.0 min,
- ,
i
I 1 \
7��'STORMWATE1R DRAINAGE AREAS ao' o 50' - ao' 1 zo' / ( I v v v v-�-
/ `�SSCALE: 1"=40`-
595
590
585
580
575
570
565
0+00
�21 STORM DRAINAGE PROFILE A
C403 HORZ SCALE: 1"=20'
VERT SCALE: 1"=5'
/ ,--\ ; ,A_
-
o
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0.
_
W
r
A-6
A-5
A-4
A-3
A
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ads
-
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-
____
----------
--
--------
78.8T-24"Coocrete02.4
/
-
O
- - - - - - - - - ---Concrete
-
24
-
Concrete O 1.21% 6.�,_24 Co
Crete O 3.58%
/
70.76'_
8•
_
CAt`
0+50
1+00
A-1
M
+
e I
m
M
F1�
Nsa
11 II
Exist Grade
_ II
--
---------
J
------_..----"-
- - - - - - - - - -
- 278.87-24"Concret
------Li
0 2.47%
5+50 6+00
3 STORM DRAINAGE PROFILE A CONTINUED
C403
600
580
595
575
590
570
585
6+50
HORZ SCALE: 1"=20'
VERT SCALE: 1"=5'
565
1+50
2+DO
STR-1 STR-2
STR-3
r7
CFI
o
+ r
o+ .-It
-
I
III
Exist Grade
/
Proposed
Grade
/
/
E O 2.84%
®},97% 26.84'-ig"HD
-ig"NDPE
0+00 0+50
AINAGE PROFILE B
0
a
0
0
2+50
8 UNLESS OTHERWSE NOTED
S+Oo 3+50
a+uU ++Du �+
Z
W
ALBEMARLE COUNTY ENGINEERING
B-1 A-2 C-1
GENERAL CONSTRUCTION NOTES
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1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
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2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPEcinCATIONS AND
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3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED
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EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER
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4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
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ALL SLOPE IS2:1 ACHRIZOEVETAL VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER
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6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED MEN IN THE OPINION OF THE
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7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM 'NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
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ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III
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