HomeMy WebLinkAboutSUB202100044 Plan - Submittal (First) 2021-02-26ROAD
PLAN NOTES:
SUB
201700197
1. SDP200800061 dated May 5, 2009 approval to disturb the 30' buffer zone between
the LI zoning and the RA zoning for public road improvements as depicted on the
R O AI) PLAN
F-I O R
D R t LL R S LANE
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final
site plan.
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2. The
40' Public R W is hereby dedicated to Albemarle County for public use.
TAX
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MAP
31
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3. The
proposed entrance to lot 2 will not be a permitted commercial entrance until a
y
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site
plan is approved.
RIO
DISTRICT,
ALB]EMARLE
COUNTY,
VIRGINIA
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ZONED: F
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03100-00-00-020BO
EAS FORD ROAD
?RIAN E. POLS
ii 1685 PG 486
ZONED: RA
1 PARCEL OVERVIEW
—00 SCALE: 1" = 100'
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TMP 03100-00-00-021FO
Earlysville Volunteer Fire Co.
DB 1666-71
/ Zoned: LI
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i' TMP 03100-00-00-021A1
4F, LLC
i DB 2037-437
ed: LI
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WAREHOUSE
BUILDING
40PUBLIC R/W
TMP 0310 - BO
4F, LLC
DB 1804 PG 200
ZONED: RA
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SHOP &
GARAGE
BUILDING
PARKING AREA
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RESIDUE OF
TMP 03100-00-00-021AO
395 REAS FORD ROAD
4F, LLC
DB 1804 PG 200
DB 379 PG 223 PLAT
ZONED: LI
THOMAS J. MANCM
CATHERINE A. MAN
DB 1864 PG 665
ZONED: RA
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/ TMP 03100-00-00-021DO \ \,
4F, LLC
DB 1804-200 \
Zoned: RA
TMP 03100-00-00-021DO
4F, LLC
DB 1804 PG 200
ZONED: RA
/03100-00-00-021CO
4F, LLC
DB 1804 PG 200
ZONED: RA
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SITE DATA
SITE PLAN NUMBER:
SDP200500144, SDP200800061, SDP201500012,
SDP201800076
SUBDIVISION NUMBER:
SUB201700197, 201800040
WPO PLAN NUMBER:
WP02006003, WP0201500083, WP0201800033
LEGAL REFERENCE:
TM 31 PARCEL 21A
PARCEL ADDRESS:
395 REAS FORD ROAD
EARLYSVILLE, VA 22936
SOURCE OF TITLE:
DB 1825 PAGE 109
OWNER APPLICANT:
4F, LLC
2885 EARLYSVILLE ROAD
EARLYSVILLE, VA 22936
ZONING:
LI — LIGHT INDUSTRIAL
AIA — AIRPORT IMPACT AREA
MAGISTERIAL DISTRICT:
RIO
BUILDING SETBACK FOR LI
DISTRICT:
PUBLIC RIGHT OF WAY MINIMUM — 10'
PUBLIC RIGHT OF WAY MAXIMUM — NONE
SIDE — PER BUILDING CODE
REAR — PER BUILDING CODE
RA DISTRICT — 50'
PARKING SETBACK FOR LI
DISTRICT:
PUBLIC RIGHT OF WAY MINIMUM — 10'
RA DISTRICT — 30'
BUILDING SETBACK FOR RA
DISTRICT:
EXTERNAL PUBLIC RIGHT OF WAY — 75'
INTERNAL PUBLIC RIGHT OF WAY — 25'
SIDE — 25'
REAR — 35'
SOURCE OF BOUNDARY:
PLAT RECORDED IN DB 379-223
SOURCE OF TOPOGRAPHY:
AERIAL SURVEY BY LOUISA AERIAL SURVEYS ON
APRIL 10, 2007.
FIELD RUN SURVEY BY MERIDIAN PLANNING GROUP,
LLC. ON OCTOBER 25, 2017.
PUBLIC WATER SUPPLY:
THIS PARCEL IS LOCATED WITHIN A PUBLIC WATER
SUPPLY RESERVOIR WATERSHED.
TRIP GENERATION ESTIMATES
CODE LAND USE
AVG. WEEKDAY ADJ. STREET PEAKS
SATURDAY SUNDAY
TRIPS AM PM
110 Gen. Lt. Industrial
7.51/ACRE 7.96/ACRE 8.77/ACRE
8.73/ACRE 8.73/ACRE
(X 3.12 ACRES)
TRIPS GENERATED:
23.43 24.84 27.36
27.24 13.79
Eo�d
SITE a`
SHEET INDEX
RP -I .......... COVERSHEET
RP-2 .......... ROAD PLAN AND PROFILE
RP-3 ......... ROAD PLAN AND PROFILE & DETAILS
RP-4 ......... STORM PROFILES
RP-5 ......... SUBDIVISION PLAT & DEMOLITION PLAN
RP-6 ......... SIGHT DISTANCE PLAN AND PROFILES
RP-7 ........ LANDSCAPE PLAN
AVERAGE DAILY TRAFFIC
ADT Between Loftlands and Reas Ford Rd is 1100 trips
Projected office space is 2200 SF
Projected ADT is 22 trips.
LEGEND
2 VICINITY MAP PP POWER POLE
C-00 SCALE: 1 ZOOO' SCC STORMWATER CONVEYANCE CHANNEL
BUILDING & PARKING SETBACK
SIGNATURE PANEL
Critical Slopes
APPROVALS
DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
VIRGINIA DEPARTMENT OF TRANSPORTATION
HEALTH DEPARTMENT
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Existing Culvert Calculation:
uth
-' a Plane
SubBasin Data:
Drainage Area:
0.85 acre
Runoff Coefficient:
0.50
/
Time of Concentration:
6.0 min
KEY
Rainfall Data:
Existing Curb
- - - - - -
Return Period:
10 YEAR
Proposed Curb
Rainfall Intensity:
6.60 in/hr
30' 0 /
/ 30' 6l0' 90'
Existing Pipe
Computed Results:
"=3Q
-
Proposed Pipe
Peak Discharge (Qp)
2.81 cfs
SCALE: / 1
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- Sight
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-8.3Vert
urve ength
0.8
t Distance __
Sight Distance = 159.82
-Value = 17.65
- a ue =
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20+00
20+50
21 +00
21+50
22+00
22+50
23+00
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610 1
605
600
595 1
590 1
585
575 1
570
23+50
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Aggregate base material
Compacted Subgrade z
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2'
2'
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Culvert Design
Design Parameters
Culvert Calculation
Section
Discharge:
2.8100
cfs
Shape:
Circular
Headwater Elevation:
597.77
ft
Material:
Concrete
Shoulder Elevation:
599.33
ft
Diameter:
15.00 in
Freeboard:
1.55
ft
Manning's n:
0.0130
HW/D = 1.01/1.25 =
0.81
Number of Barrels:
1
Tailwater Elevation:
596.42
ft
Inlet
Downstream Velocity:
4.17
ft/s
Inlet Type:
Beveled Ring, 45-Degree Bevels 1:1
Downstream Flow Depth:
0.673
ft
Ke:
0.20
Flow Control Type:
Outlet Control, Gradually Varied Flow
Inverts
Inlet Invert Elevation:
596.780 ft
Outlet Invert Elevation:
596.420 ft
Length:
72.340 ft
Slope:
0.50 %
LD-229 Storm Drain Design
From
Point
To Point
Catch
(Ac)
Runoff
Coef.
Inc CA
Accum
CA
Tot Tc
(min)
Total Int
(in/hr)
Total
Flow
(cfs)
Up Inv
(ft)
Down
Inv(ft)
Pipe Len
(ft)
InvS(%)
Pipe Dia
(in)
Pipe Cap
(cfs)
Velocity
(fps)
Flow
Travel
Time
(min)
A-1
A-2
0.19
0.65
0.12
0.12
6.00
6.37
0.79
589.31
582.20
278.87
2.55
15.00
11.05
1.85
2.55
A-2
A-3
0.24
0.65
0.16
0.59
8.55
5.70
3.38
582.19
579.96
152.83
1.46
24.00
29.10
3.55
0.73
A-3
A-4
0.18
0.85
0.15
0.75
9.28
5.53
4.00
579.68
579.02
8.46
7.81
24.00
56.17
3.19
0.07
A-4
A-5
0.11
0.85
0.09
0.84
9.34
5.52
4.44
578.91
577.93
70.76
1.38
24.00
27.94
6.17
0.20
A-5
A-6
0.00
0.50
0.00
0.84
10.10
5.38
4.51
577.58
566.50
137.01
8.09
24.00
M89
11.75
0.20
B-1
A-2
0.15
0.90
0.14
0.14
6.00
6.37
0.86
582.49
582.20
11.35
2.56
24.00
33.54
0.94
0.27
C-1
A-2
0.21
0.85
0.18
0.18
6.00
6.37
1.14
582.72
582.22
27.31
1.93
15.00
8.81
2.22
0.24
2
1
0.14
0.80
0.11
0.16
5.31
6.60
0.83
579.93
579.50
40.19
1.07
15.00
7.62
3.86
0.18
3
2
0.06
0.80
0.05
0.05
5.00
6.70
0.29
580.30
580.03
26.93
1.00
15.00
7.05
1.67
0.31
LD-347 Hydraulic Grade Line Calculations
Inlet Station
Outlet Water
Surf Elev (ft)
Rise of
Outflow
Discharge of
Outflow Pipe,
Length of
Outflow Pipe,
Friction Slope of
Outflow Pipe,
Friction Loss Along
Outflow Pipe, Hf (ft)
Velocity of Flow in
Outflow Pipe, Vo
Total Head Loss for
the Structure, Ht
Final Head Loss
at Junction, H
Inlet
Water
Rim Elev
(ft)
A-1
583.06
15.00
0.79
278.87
0.27
0.76
2.83
0.02
0.79
583.85
594.39
A-2
580.70
24.00
3.38
152.83
0.36
0.56
3.88
0.22
0.78
581.47
587.96
A-3
580.36
24.00
4.00
8.46
0.25
0.03
4.07
0.25
0.28
580.64
590.04
A-4
580.28
24.00
4.43
70.76
0.05
0.04
1.92
0.06
0.09
580.37
589.12
A-5
566.86
24.00
4.51
137.01
7.95
11.05
11.75
2.33
13.37
580.23
584.12
B-1
583.06
24.00
0.86
11.35
0.03
0.00
1.21
0.00
0.01
583.06
588.08
C-1
583.06
15.00
1.14
27.31
0.28
0.09
3.14
0.03
0.12
583.18
587.78
2
579.79
15.00
0.83
40.19
1.02
0.43
3.86
0.12
0.55
580.34
583.61
3
580.35
15.00
0.29
26.93
0.28
0.09
2.15
0.01
0.10
580.45
583.80
LD-204 Stormwater Inlet Computations
Sag Inlets Only
m
C
°1
z
W
o
O
W
Y
s
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O
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mal
o
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0
a
712
d
a
(ft)
(ac)
(in/hr)
(cfs)
(cfs)
(cfs)
('/')
('/')
('/')
(ft)
(ft)
(cfs)
(cfs)
(ft)
(ft)
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
A-1
DI-313-6'
6.00
0.19
0.65
0.12
0.12
4.00
0.49
0.00
0.49
0.02
0.01
0.02
0.10
1.83
0.20
1.00
0.49
0.00
-
0.50
-
-
A-2
DI-3C SAG-6'
6.00
0.24
0.65
0.16
0.16
4.00
0.62
0.00
a.62
0.02
0.01
0.02
0.10
SAG
1.00
0.62
0.00
0.10
0.50
0.20
0
A-3
DI-313 4'
4.00
0.18
0.85
0.15
0.15
4.00
0.61
0.00
0.61
0.02
0.01
0.02
0.10
1.99
0.21
0.98
0.60
0.01
-
0.50
-
-
A-4
DI-3A GRADE
2.50
0.11
0.85
0.09
0.09
4.00
0.37
0.00
0.37
0.02
0.01
0.02
0.10
1.67
0.20
0.86
0.33
0.05
-
0.50
-
-
B-1
DI-3C SAG-6'
6.00
0.15
0.90
0.14
0.14
4.00
0.54
0.00
0.54
0.02
0.01
0.02
0.10
SAG
1.00
0.54
0.00
0.09
0.50
0.18
0
C-1
DI-3C SAG-6'
6.00
0.21
0.85
0.18
0.18
4.00
0.71
0.00
0.71
0.02
0.01
0.02
0.10
SAG
1.00
0.71
0.00
0.11
0.50
0.22
0
2
IDI-3AGRADEJ
2.50
1 0.14
1 0.80
1 0.11
1 0.11
1 4.00
1 0.45
1 0.00
1 0.45
1 0.02
1 0.01
1 0.02
1 0.10
1 1.77
1 0.20
1 0.83
1 0.37
1 0.08
1
1 0.50
1
-
3
IDI-3AGRADEJ
2.50
1 0.06
1 0.80
1 0.05
1 0.05
1 4.00
1 0.19
1 0.00
1 0.19
1 0.02
1 0.01
1 0.02
1 0.10
1 1.29
1 0.19
1 0.98
1 0.19
1 0.00
1
0.50
-
-
N
Lo
O
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SHEET NO.
RP-3
SHEET 3
of 7
I`
I \
14
DA-CULVERT
A = 0.85 Acres I I I I
Tc = 6.0 min
0.50
/ Stop \
Sago
New20`h�tHory
/Speed LimtSlyn� \
1 STORM SEWER DRAINAGE AREAS �:71
RP-4 \ SCALE: 1" = 50' �P 1�11
�6p4 - -
595
590
585
580
575
570
565
0+00
2 STORM SEWER PROFILE A
RP-4 HORZ SCALE: 1"=20'
VERT SCALE: 1"=5'
G
Warehouse Building
1�---- - --{+----_-----i j
i-
/�' v o/
--______-_______J
i
i I
/ Exist Stonn Inlet
I\ I
r�
Epa km9PNaeo I
\ \ \ Exist Stam Inlet
DA-A2 1 I
A = 0.24
II
/
I /
II
'ililii'iI
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I
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�
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I lit
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i I ; /
/y
1 1 1
\ I I/
1 \ l
/ �avd DriveweY
New
0.1
I
- - - --
KEY
A
�vN
�
Existing Curb
' °"' " ' % %
o
��
/ i
Proposed Curb20
Existing Pipe
Q
I
Z
z
/' ��/'
Proposed Pipe
+`yc�`0 �� ,,
C>
F
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--------------
-
- 552-
i
00
2
Of
\ Q a
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LJ LLJ m m m
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ExistOffice
mswle
C ExiB Ad'm9 1 \\ - O
DA-B1 DA-A4
t A = 0.15 Acres e 0e A = 0.11 Acres ryae \
Tc = 6.0 min I Tc = 6.0 min 13
r ! C = 0.90 C = 0.85 6 %
i DA-A3
_ A = 0.18 Acres
_ Tc = 6 0 min -_ --_
\
r
0.06 AcresE- d ci IS_Tc = 5.0 min \. \ ----` Z U
\`\ i / L__ OU
W L� ai
W 00
>
CR
-� - 1-# WSW
Z C} d ZO
Acres = C -
1= Tc = 6.0 min �� _ I J - - _-------"_ a w
o8s xt
P
DA-Al � o C = 0.65 ��� / s,3 'z '1 DA-2 G- \ \` r - ------ 0
_ - -
A -0.19
o. Acres / ��- ��° _ ' A=0.14 Acres
Tc = 6.0 min / ��- _ _ _ ----- / Tc = min
_ _ .�• -- - ----- _ 5 0 W
C = 0.65 _�- 5gn �, .�' ,__ ---- _ w C=0.80 s �, `� d
-s-F� New 20 H Y f �'``-
/ 96- xm -
W
I
,�• P Ea. - / - A-t----- 50' 0 50' 100' 1 10'
- ---- ---_ = A = 0.16 Acres'
"MR-ft.Tc = 6.0 min '- _--------- - - - , --------- -- ----- --
C = 0.85 %;_------_ ) %' SCALE-. 1`5 -
58 ---- ------ \.
I
/ e - --
A-6
A-5
A-4 A-3
A-2
O N O
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cnwz
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__---
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----------
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--
------
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- - --
------
.e
C�2 55
-- - -
--
-----
278.8T-15RCP
__ ____
--
--
-_-----
/
-
-
3'-2
"RCP 0 1.46% - -
/
/1
___-
"R p ®7.81%
--
- --
70.76'-24" RCP ® 1.38%
8.46' -24
/
V.
/
0+50
1+00
A-1
NY
M
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UI~
Om
m
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No
�z
Exist C
rode
----
---
7'-157RCP@2.55% --
--------
----- Zia.
5+50
3'\ STORM SEWER PROFILE A
6+00
6+50
1+50
600
595
595
590
590
585
585 1
HORZ SCALE: 1"=20'
VERT SCALE: 1"=5'
580
0+00
\ STORM SEWER PROFILE B
2+00
2+50
B-1
A-2
C-1
N O O
O
O_ W�
CV
,n
�_ ��InNW
0O N 0D N
O
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00
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- -
- - - -
Exist Grade
A,
11.35'-24"RCP
0 2.569, 27.31'-15"RCP
@ 1.83%
0+50
3+00
580
HORZ SCALE: 1"=20'
VERT SCALE: 1"=5'
590
585
575
3+50 4+00
1 2
3
M C.
rn 0
0 CDM o0
NO
N ,n
O 06 c0
CS r Qj pa
00� N „i I
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Z cno�
Finish
Grade
40.19-15" of HDPE6
3'_15" of HDPE 01.00%
New Stormwater E
ist Grade
Conveyance Channel
SCC-1
1+50 2+00
5 STORM SEWER PROFILE C
RP-4
4+50
590
605
585
600
580
595
575
HORZ SCALE: 1"=20'
VERT SCALE: 1"=5'
5+00
EX-2
EX-1
O
+
rn
N
+
O
"Y
II
o
II
II �
> Exist Grade
Z
II �
a In
>
z
v) w
cn w
- -
72.34'-15"RCP ® 0.5
%
0+00
STORM SEWER PROFILE D
0+50
605
ell
595
HORZ SCALE: 1"=20'
VERT SCALE: 1"=5'
a -
N CDN
E
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SHEET NO.
RP-4
SHEET 4
of 7
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES
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 (V.D.O.T.).
THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY
DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF
VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY, OR
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
GENERAL CONSTRUCTION NOTES FOR STREETS
General Construction Notes for Streets (This list is in addition to the General Construction Notes)
1. Construction inspection of all proposed roads within the development will be made by the County. The contractor
must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction.
2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests
performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade
soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and
submitted with the test results for approval.
3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to
acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural
watercourse.
4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at
the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the
County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet
offset from the edge
5. Where urban cross sections are installed, all residential driveway entrances shall conform
to VDOT CG-9(A, B or C).
6. Where rural cross sections are installed, all residential driveway entrances shall conform to
VDOT standard PE-1.
7. Compliance with the minimum pavement width, shoulder width and ditch sections, as
shown on the typical pavement section detail, shall be strictly adhered to.
8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should
the final plat for this project expire prior to signing and recordation, then approval of these
plans shall be null and void.
9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform
Traffic Control Devices and the Albemarle County Road Naming and Property Numbering
Ordinance and Manual.
10. Traffic control or other regulatory signs or barricades shall be installed by the developer
when, in the opinion of the County Engineer, or designee, they are deemed necessary in
order to provide safe and convenient access.
11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as
determined by VDOT for public roads.
12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase
material at all cut and fill transitions and grade sag points as shown on the road profiles.
13. A video camera inspection is required for all storm sewers and culverts that are deemed
inaccessible to VDOT or County inspections. The video inspection shall be conducted in
accordance with VDOT's video camera inspection procedure and with a VDOT or County
inspector present.
2 DEMOLITION PLAN
_
\ZPy SCALE: 1" = 30'
Pavement
I I I II - � Povement `II El" "e Kemov/
W
J d w E�a
Cut
\xA�
I PI STA=12+70.15 �/ / - ��'-'' Ter
Delta Angle=
6314'54"
Radius=
150.00
Length=
165.58
Tangent=
92.37
TMP 03100-00-00-OIOBO
3708 BREYERTON LANE
C. TODD DOFFLEMYER j
DB 4543 PG 436
B R E y ER O
TZNED: RA j CP
- -LANE 0`���-._%
TMP 03000-00-00-02800
4000 TWO STONE ROAD
GORDON MORRIS &
JEAN MORRIS, TRUSTEES
DB 4386 PG 314
ZONED: RA
G�
N 37°40'53" W_
o
TMP 03100-00-00-020BO
425 REAS FORD ROAD
ADRIAN E. POLS
DB 1685 PG 486
ZONED: RA
SUBDIVISION PLAT
SCALE: 1" = 100'
14
IS IF2.78'SE
WAREHOUSE
6
i
BUILDING
i
i
i
i
010
Zjw
N1N
i
i
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i
AREA A
A PORTION OF PARCEL 21A
HEREBY DEDICATED TO
PUBLIC RIGHT-OF-WAY
1.467 ACRES
40' PUBLIC R/W
IS
/ TMP 03100-00-00-021DO
4F, LLC
DB 1804-200
Zoned: RA
RESIDUE OF
TMP 03100-00-00-021AO
395 REAS FORD ROAD
417, LLC
DB 1804 PG 200
DB 379 PG 223 PLAT
ZONED: LI
S 39°00'37" E
358.41'
NS
LOT 1
S 39°00'37" E
SHOP 8
1.393 ACRES
i h
Ng i
199.54'
S
GARAGE
/
LOT 2
BUILDING
OFFICE /
�New 40'Private
1.387ACRES
BUILDING f
Access Easement
PARKINGAREAj7
%f
w
N 40o38'25'
(
N 40o38'25" W
m
g<771
I I
80.18
PROPOSED
,n
nRAINFIFI n
Z
40' IS
ZONED: LI L-- L
ZONED:RA
IF
TMP 03100-00-00-021BO
4F, LLC
DB 1804 PG 200 50'x40' TEMPORARY
ZONED: RA ACCESS EASEMENT
TEMPORARY
TURNAROUND
TMP 03100-00-00-021KO
T-IOMAS J. MANCUSO OR
CATHERINE A. MANCUSO
DB 1864 PG 665
N
Is N
TMP 03100-00-00-021DO
4F, LLC
DB 1804 PG 200
ZONED: RA
N:3938924.39
E:11484670.61
N315053"�y
536.76
TMP 03100-00-00-021CO
417, LLC
DB 1804 PG 200
ZONED: RA 100' 0
SCALE: 1 "=101
PF
/ I II _ ,I III ,tl I Ip Ex\st'. Ps preo ��1
/ I II I II LL�II L J ICI I _� 111 Park\EX\st Poo dotter Saw,C°t V\ne
Curb onRem
/
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100' 200'
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Sawcut and remove / PI STA=11+19.79 t Stor pets
1' width of existing
pavement
\ b0A
Delta Angle=
2412'36"
Radius=
200.00
Length=
84.51
Tangent=
42.89
Sawcut and remove T:Turn
o
1' width of existing -Access
// pavement
>
r
\ \ X. i - - - - - - \ \ w I1HCf
o / i
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+--_ / •�aU/ QQ / ice/ �� / /- _ ------ \ \ rOQljjd 0
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------ ---- �� i _v vv A v �o�e �e SHEET NO.
604 ---- _� � / I i � i 1 1 / i� � v � v
v
5
30' 30 0' 90' RP- v0
v- v SCALE
-1"=30'
SHEET 5 of 7