05-24 Site Plan - Geometric PlanF.F.E. (710.94)
HCP.
F.F.E. (710.87)
SH
SH
F.F.E. (710.98)
CO
F.F.E. (710.94)
F.F.E. (710.94)
CO
GM
WPP
TRB
STOP
WTP
WPP
NP.
WV
INV. (7
0
3.
5
8)
NP.
18" R
C
P
CO
TRB
CO
TRB
CO
CO
WPP
TRB
WV
WPP
15" PEAR
COCOCO
COCO
CO
18" PEAR
STREET
STOP
TRB
15" RCP
INV. (703.96)MSPMPMPFH
WV
MLPMSP
MLP
MSP
15" RCPINV. (704.54)TRB THH
12" PEAR
12" PEAR
CO
12" PEAR
12" PEAR
12" PEAR
12" PEAR
15" PEAR
15" PEAR
15" PEAR
15" PEAR
15" PEAR
15" PEAR
MLP
MLP
NP.NP.
INV
.
(
7
0
5
.
3
7
)
STOP
WV
MB
TRB THH
12" PEAR
15" MAPLE
18" MAPLE
1
5
"
RCP
INV
.
(
7
0
4
.
8
8
)
WV
THH
WV
WV
BO
WSPINV. (704.66)MSP
WPPSTOP
GA
GA
GA
GA
GA
15" RCP
RIM (709.87)
IN (700.17)
OUT (699.97)
10" SWEETGUM 10" SWEETGUM
8" SWEETGUM
SPD. 25
TR
A/C
A/C
ROOF RIDGE (741.02)
EX.
W
/
L
(
A
P
P
R
O
X
.
-
F
R
O
M
P
L
A
N
)EX.
W
/L
(APPROX
-FROM
PLAN
)
WV
6" PVC (SEWER SERVICE)
DOOR DOORDOORDOOR DOOR DOOR DOOR DOOR DOOR DOOR
DOORDOOR
DOOR
STEEL COLUMN
(TYPICAL)EX. 8" (DATR) W/M (MARKED)EX. 6" (DATR) W/M (MARKED)
E
X
.
W
/M
(
M
A
R
K
E
D
)OFFICECONC.CONC. WALKMAIN
DOOR
INV. (7
0
3.
6
8)
PIN 43-19-17
POLY PROCESSING CO., INC.
DB 609 PG 864
ZONED: M1
USE: COMMERCIAL
PIN 43-19-1D
W. DEALTREY LIMITED PARTNERSHIP
INST. 200015633
ZONED: M1 USE: COMMERCIAL
PIN 43-19-48
GRANT INVESTMENT MANAGEMENT, LLC
INST. 160012472
6.6358 ACRES
ZONED: M1
USE: COMMERCIAL
DI-3B
TOP=707.60
IN=704.00
OUT=703.95
LOW PT. CEILING
(725.65)
ROOF LINE
HIGH PT. CEILING
(734.98)
INTERIOR WALL
LINE Mc
G
H
E
E
R
O
A
D
~
R
T
-
8
6
1
V
A
R
I
A
B
L
E
W
I
D
T
H
V
D
O
T
R
/W
-
3
5
M
P
H
(
P
O
S
T
E
D
)
A
D
T
=
6
,
8
0
0
LENOIR DRIVE
60' VDOT RIGHT OF
W
A
Y
(35 MPH PSTD SPD
L
M
T
)
ONE STORY METAL WAREHOUSE
±78,315 SF TOTAL
(±75,613 WAREHOUSE, ±2,702 OFFICE)
±30' BLDG HT
S 42°24'11" W 718.21'N 47°35'49" W 459.99'C3
C4
L1
C5
C
6
C
1
C2CENTURY LANE60' VDOT RIGHT OF WAY( 35 MPH PSTD SPD LMT)RIM (707.47)
IN (702.47)
IN (701.87)
OUT (701.77)
RIM (707.47)
IN (703.92)
OUT (703.82)
75'
BLDG
S
B
C
K75'BLDG SBCK
75'
BLDG SBCK
25'BLDG SBCK5'PRKGSBCK10'
PRKG
SBCK 10'PRKGSBCK10'
PRKG
SBCK
FH
WV
EX
WV
EX
WV
EX
WV
EX
FH
DITCH
BTTM
(APPROX)
EX 20'
PERM
A
N
E
N
T
E
S
M
T
INST#
0
2
0
0
1
6
2
7
9
EX 10'
DRNG
&
U
TI
L
E
S
M
T
ALON
G
A
L
L
L
O
T
LI
N
E
S
DB 88
8
P
G
1
3
7
7
EX 10'
DRNG & UTIL ESMT
ALONG ALL LOT LINES
DB 888 PG 1377
EX. 20'
SANITARY ESMT
INST# 060013903
RT 860
60' PUBLIC RIGHT OF WAY
15" TULIP
POPLAR
8" TULIP
POPLAR
10" TULIP
POPLAR
10"
SWEETGUM
10" PEAR
6" PEAR
12"
PEAR
10"
TULIP
POPLAR
12"
TULIP
POPLAR
10" SWEETGUM
EX SHRUB
79.26'182.52'195.75'49.61'1.1
EX1.2
1.0
166.33'69.17'PROPOSED
11,505 SF BUILDING EXPANSION
(BLDG HT: 26' ABOVE FF, 30' ABOVE FG)
A
EX2
BLDG
A5
8" SDR-35/26 LAT (PRIVATE)
8" SDR-35/26 LAT (PRIVATE)392OF 8" SDR-35 @ 0.41%A1 A2
A3 A4
8" SD
R
-
3
5
/
2
6
L
A
T
(
P
R
I
V
A
T
E
)
8" SDR-35/25 LAT (PRIVATE)12'x45'LOADING SPACE12'x45'LOADING SPACE12'x45'LOADING SPACEPROP
LGHT
PROP
LGHT
18' TYP25.86'26.04'25.28'9'TYP10
10 10 10 11 11
15 14
20'14'16'PROP TRASH
ENCLOSUREEX1
BORE / JACK
INSTALLATION
8" SDR-35/26 LATPROP 20'FW ESMT(2) PROP 5000 GAL
GREASE TRAPS
15 LF NEW CG-6
7 LF NEW CG-6
7 LF NEW CG-6
10 LF
NEW CG-6
REMOVABLE
LOCKING BOLLARD
W/ KNOX BOX
6" CONC BOLLARD
6" CONC
BOLLARD
CHAIN
CHAIN
PROP 20' FW
ESMT
3 68
INV
PROP TRANSFORMER PAD
(SEE ELEC PLANS)
PROP POWER POLE
(SEE ELEC PLANS)
CONDENSING UNITS
ON CONC PAD CONDENSING UNIT
ON CONC PAD
(2) PROP
6" CONC
BOLLARDS
EXISTING PARKING
PASSENGER AND TRUCK TRAFFIC
EXISTING PARKINGPASSENGER TRAFFIC ONLY(2) PROP
6" CONC
BOLLARDS
AFTER TREE REMOVAL
REPLACE CG-6 AS NEEDED
AFTER TREE REMOVAL
REPLACE CG-6 AS NEEDED
38 LF
NEW CG-6
18.38'14.67'11.97'
10.31'
PROP. 6' TALL
BOARD FENCE
DUMPSTER
ENCLOSURE
PROP. MIN 10' WIDE
DOUBLE GATE
EX. C&G TO REMAIN
EX. CONC. TO REMAIN
PROP. REINF.
CONCRETE PAD
13.3'
4" SDR 35/26 GREASE
TRAP VENT LINES
4" SDR 35/26
CLEANOUT FOR
VENT LINE
VENT PLUMBING
CONNECTION
WL "A"
PROP 6" DOM WL
PRO
P
20'
FW E
S
M
T
(2) PROP 6" GV
EX 6" FIRELINE
(TO REMAIN)
(2) 45°
PROP 6" GV
CUT-IN BY
CONTRACTOR
9'
1'1'
END OF FW ESMT
END OF FW OWNERSHIP
BLDG MECH RM (SEE MEP/ARCH PLANS)
1- PROP. 4" FIRE MTR (6" SERVICE)
1- PROP. 4" DOM MTR (6" SERVICE)
1-PROP. 4" DOM BACKFLOW PREVENTERPROP20'FW ESMTPROP
VARIED WIDTH
FW ES
MT
FH
PROP 6" FH ASSM
6x6x6 DIP TEE
2 - 6" GV CUT IN
BY CONTRACTOR
PROP
20'
FW ESMT
FH
PROP 6" FH ASSM
8x8x6 DIP TEE
2-GV CUT IN BY
CONTRACTOR 705705706707708709
70670770870971070
8
706
707 708
709 710709
710
70
8
7
0
97097087077
0
6
706711
710
709
708
707
70770
8
7
1
0
70
9
70
8
7
0
7
7
0
6
70
570570
6 707707708709710710
709
7
0
7
707
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7
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707
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7
0
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U:\Accounts\AMSRV\AMSRV23001 - 205 McGhee Road\DESIGN\_SHEETS\SP\CS4000.dwg PLOTTED: 8/20/2024 11:27 AM, BY: David Frank PLOTSTYLE: Pennoni NCS.stb BYNO.DATEREVISIONSAMSRV23001
AS NOTED
TEAM
12-11-2023
WDHAPPROVED BY
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.049305-20-20242REVISED GREASE TRAP AND VAULTS07-02-20243RELOCATION OF SUMPSTER PAD AND ENCLOSUREMH07-16-20244GREASE TRAP VENT LINESMH KLM04-23-20241GREASE TRAP RELOCATIONKLM00 30'60'
GRAPHIC SCALE 1"=30'
APPROVED PERMIT SET ARCADIA MANAGEMENT LLC10645 N. TATUM BOULEVARD., 200-163 | PHOENIX, ARIZONA 85028SHOCKEY PROJECT FOR MANUFACTURING CONVERSIONPROJECTSHOCKEY CONSTRUCTION PROJECT - TM# 43-19-48SITE PLAN205 MCGHEE ROAD | WINCHESTER, VIRGINIA 22603GAINESBORO MAGISTERIAL DISTRICTGEOMETRIC PLAN CS4000
TOTAL SHEETS 17
NORT
H
05/20/2024 (HEAVY DUTY)
ASPHALT PAVEMENT
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
3" BASE COURSE (BM25)
COMPACTED SUBGRADE
6" DENSE GRADED STONE (21B)
PAVEMENT SECTION NOTE:
HEAVY DUTY SECTION PROPOSED.
MATCH EXISTING PAVEMENT SECTION.
UTILITY NOTES:
1. ALL PROPOSED SANITARY SEWER AND STORM SEWER ARE PART OF PRIVATE
SYSTEMS, EXCEPT FOR EX. MH THROUGH SANITARY MH "A".
2.FIRE METER AND DOMESTIC METER, BACK-FLOW DEVICES AND ASSOCIATED
PIPING SHALL BE PER FREDERICK WATER INSPECTOR'S REQUIREMENTS.
3.EXISTING FIRE SERVICE REQUIRES COMPLIANCE WITH CURRENT FREDERICK
WATER STANDARDS. INSIDE NEPTUNE PROSPECTUS III 4" METER IS REQUIRED,
INSIDE BACK-FLOW PREVENTER SHALL REMAIN.
4.CONTRACTOR SHALL RE-VERIFY SANITARY INVERTS AT TIME OF CONSTRUCTION.
5.CONTRACTOR SHALL ADJUST FREDERICK WATER FACILITIES TO GRADE, PER
FREDERICK WATER INSPECTOR'S REQUIREMENTS.
6.WATERLINE EASEMENTS ARE PROPOSED FOR ALL EXISTING WATERLINES,
IDENTIFIED ON "ALTA/NSPS LAND TITLE SURVEY OF THE LAND OF GRANT
INVESTMENT MANAGEMENT, LLC", DATED 10/23/2023, PREPARED BY MARSH &
LEGGE LAND SURVEYORS, P.L.C., AND OTHER FREDERICK-WATER-PROVIDED PLAN
INFORMATION, THAT ARE NOT CONTAINED WITHIN EXISTING EASEMENTS.
7.CONTRACTOR SHALL ADJUST FREDERICK WATER FACILITIES TO GRADE PER THE
FREDERICK WATER'S INSPECTOR'S REQUIREMENTS.
(HEAVY DUTY)
CONCRETE DUMPSTER PAD
NTS
7" - 4,000 PSI CONCRETE
8" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
6" X 6" W2.9 W.W.F.
WATERMAIN CUT-IN CONNECTION NOTES:
CONTRACTOR SHALL:
1.TEST PIT EXISTING MAINS PER FREDERICK WATER
INSPECTOR'S REQUIREMENTS.
2.INSTALL JOINT RESTRAINTS ON EXISTING WATER
MAIN PER CURRENT FREDERICK WATER
REQUIREMENTS, PRIOR TO SHUT-DOWN.
3.PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE
TO MINIMIZE SHUT-DOWN TIME.
4.HAVE SUFFICIENT RESOURCES ONSITE TO
ACCOMPLISH TASK PER FREDERICK WATER
INSPECTOR'S REQUIREMENTS.
5.PREPARE A WATER-SHUT-DOWN PLAN
SATISFACTORY TO THE FREDERICK WATER
INSPECTOR, FIREWATCH, NIGHT-TIME WORK, ETC., AS
MAY BE REQUIRED.
6.SCHEDULE SHUT-DOWN WITH THE FREDERICK
WATER INSPECTOR, FREDERICK COUNTY FIRE
MARSHALL, AND ALL AFFECTED CUSTOMERS AT
LEAST SEVEN (7) DAYS IN ADVANCE, AND MAKE
PREPARATIONS AS REQUIRED BY ALL PARTIES.
7.REMOVE EXISTING WATER FACILITIES AS REQUIRED
AND FURNISH TO THE FREDERICK WATER
INSPECTOR.
8.TWO MJ LONG SOLID SLEEVES ARE REQUIRED.
9.ALL NEW PIPE SHALL BE CL52 DIP.
GREASE TRAP NOTES:
1.TANK SECTIONS SHALL BE BOLTED TOGETHER.
2.WATERTIGHT BOLT-DOWN FRAME AND COVERS
ARE REQUIRED.
3.PENETRATIONS SHALL HAVE BOOTS.
4.TANK COMPONENTS AND INSTALLATION SHALL
BE TRAFFIC RATED.
5.CONTRACTOR SHALL COORDINATE
INSTALLATION AND INSPECTIONS WITH BOTH
FREDERICK COUNTY INSPECTIONS
DEPARTMENT AND FREDERICK WATER.