Attachment M - Amendment 003 Drawings 1 of 2.pdf
PDF 37 MB Posted
- Solicitation number
- N4008526R0020
About this file
Attachment M - Amendment 003 Drawings Summary
This file is a collection of engineering design drawings for the Construction of P171 Weapons Magazines at Naval Weapons Station Yorktown, Virginia, as part of a Design-Bid-Build federal contract (Solicitation Number N4008526R0020) with the Department of the Navy Naval Facilities Engineering Command. The drawings are technical construction documents that include demolition plans, site layout plans, grading and drainage plans, and drainage profiles for two distinct facility complexes: a Magazines facility and a Segregation Facilities complex. The plans depict site conditions, utility locations (both existing and abandoned), building footprints with finished floor elevations, pavement markings, storm water management features, fencing and gates, and comprehensive drainage infrastructure including pipe sizing, slopes, and inlet/outlet elevations. Key features include two main buildings with associated concrete equipment pads, detention basins with sand filters, grass-lined ditches and channels, riprap erosion control measures, and multiple drainage structures (drop inlets, end sections, and cleanout locations) designed to manage stormwater at various storm event levels (1-inch, 1-year, 2-year, 10-year, and 100-year storms).
The drawings are drawn to specific scales (1"=30' and 1"=20' for plans; 1"=4' vertical and 1"=40' horizontal for profiles) and include detailed spot elevations, topographic data from survey points, and cross-referenced connections to related design sheets. Amendment 003 was approved on June 12, 2026, by LCDR Vince Del Greco, ROICC with PWD Yorktown. These construction documents serve as the design basis for contractor bid preparation and subsequent construction execution for the weapons magazines and associated segregation facilities infrastructure.
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18" E.S.
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CONC. HEADWALL (46589)
INV. 18" = 38.80; CONC.
CONC. HEADWALL (46585)
INV. 18" = 38.24; CONC.
CONC. HEADWALL (50556)
INV. 15" (SW) = 40.76; CONC.
CONC. HEADWALL (50544)
INV. 15" (NE) = 41.13; CONC.
8" W
(A
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PROJECT LIMITS
LIMITS OF CLEARING
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N
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A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
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C
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
60'0' 1"=30'
30'
GRAPHIC SCALE
A. SEE C-001 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.
B. REFER TO CE001 FOR EROSION AND SEDIMENT CONTROL NOTES AND
SHEET CE104-105 FOR APPROPRIATE EROSION AND SEDIMENT
CONTROL MEASURES PRIOR TO ANY DEMOLITION ACTIVITIES.
C. SITE FEATURES SHOWN FROM RECORD DRAWINGS ARE FOR
INFORMATION ONLY. PAVEMENT AND BUILDINGS WERE DEMOLISHED
BETWEEN 2003 AND 2004. BUILDING FOUNDATIONS AND UTILITIES MAY
HAVE BEEN ABANDONED IN PLACE. REFER TO GUIDED MISSILE
SUPPORT FACILITY RECORD DRAWINGS.
D. SCAN THE CONSTRUCTION SITE WITH GROUND PENETRATING RADAR
(GPR), ELECTROMAGNETIC, OR SONIC EQUIPMENT, AND MARK THE
SURFACE OF THE GROUND OR PAVED SURFACE WHERE EXISTING
UNDERGROUND UTILITIES ARE DISCOVERED. VERIFY THE SIZE,
MATERIAL, AND ELEVATIONS OF EXISTING PIPING, CONDUITS,
DUCTBANKS OR OTHER UTILITIES THROUGH TEST PITS AND PROVIDE
DETAILED INFORMATION TO THE CONTRACTING OFFICER FOR
VERIFICATION OF THE DESIGN.
E. SEE ED101 FOR REMOVAL OF ELECTRICAL LINE, COMMUNICATION
LINE AND STRUCTURES.
F. EXISTING STORMWATER HYDRAULICS MUST BE MAINTAINED OR
MITIGATED TO SUPPORT CONSTRUCTION ACTIVITIES.
G. REFER TO CG104 - CG104 FOR FINAL GRADING AND DRAINAGE.
H. REFER TO LP104 - LP105 FOR LANSCAPING PLANTING.
1. CLEAR AND GRUB
2. SAWCUT AND REMOVE ASPHALT PAVEMENT AND BASE COURSE
3. REMOVE GRAVEL/BALLAST STONE
4. REMOVE ABANDONED WATER LINE
5. REMOVE ABANDONED SANITARY LINE
6. REMOVE STORM PIPE
7. REMOVE CONCRETE HEADWALL
8. CUT AND PLUG UTILITY
9. REMOVE PAVED DITCH
10. MILL ASPHALT 2" DEPTH
11. REMOVE STORM MANHOLE
12. RELOCATE/REMOVE FIBER, SEE ELECTRICAL DEMOLITION PLANS
13. REMOVE AND REPLACE STORM PIPE
14. REMOVE TREE
15. REMOVE SURFACE DEBRIS AND DISPOSE OFFSITE
GENERAL SHEET NOTES
MATCH LINE THIS SHEET
MATCH LINE CD105
MATCH LINE THIS SHEET
M
AT
C H
L
IN
E C
D
KEY PLAN
SHEET KEYNOTES#
D E
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F A
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DRG MTH DLB
1" = 30'
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03/26/2026
MME/WJW
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HPN
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5.
6/
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Approved by LCDR VINCE DEL GRECO, ROICC with
PWD YORKTOWN, via Email.
P -1
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APPROX. LIMITS OF DEMOLISHED FENCE (TAKEN FROM RECORD DRAWINGS)
AutoCAD SHX Text
APPROX. LIMITS OF DEMOLISHED FENCE (TAKEN FROM RECORD DRAWINGS)
AutoCAD SHX Text
APPROX. LIMITS OF DEMOLISHED PAVEMENT (TAKEN FROM RECORD DRAWINGS)
AutoCAD SHX Text
APPROX. LIMITS OF DEMOLISHED RAILROAD TRACK (TAKEN FROM RECORD DRAWINGS)
AutoCAD SHX Text
APPROX. LOCATION OF DEMOLISHED FUEL STORAGE TANKS (TAKEN FROM RECORD DRAWINGS)
AutoCAD SHX Text
APPROX. LOCATION OF DEMOLISHED CONDENSORS (TAKEN FROM RECORD DRAWINGS)
AutoCAD SHX Text
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GRAVEL
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GRAVEL
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GRAVEL
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AutoCAD SHX Text 15" E.S.
AutoCAD SHX Text
AutoCAD SHX Text 15" E.S.
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AutoCAD SHX Text T.O.B.
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AutoCAD SHX Text T.O.S.
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8" E. SAN.
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8" E. SAN.
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AutoCAD SHX Text
ELEVATION = 44.89
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ELEVATION = 47.94
AutoCAD SHX Text
E. OH. LINE
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GRASS
AutoCAD SHX Text
E. OH. LINE
AutoCAD SHX Text
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AutoCAD SHX Text T.O.B.
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AutoCAD SHX Text & F.O.
AutoCAD SHX Text
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AutoCAD SHX Text
E. UG. F.O.
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AutoCAD SHX Text
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AutoCAD SHX Text
6" E. SAN.
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AutoCAD SHX Text
6" E. SAN.
AutoCAD SHX Text
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(ABAND.; GIS LOC.)
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8" E. SAN.
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8" E. SAN.
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GRASS
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AutoCAD SHX Text
ABAND. E. W. (APPROX. LOC.)
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AutoCAD SHX Text
PT#69
AutoCAD SHX Text 51.6
AutoCAD SHX Text 52.7
AutoCAD SHX Text 52.2
AutoCAD SHX Text 51.85
AutoCAD SHX Text 54.3
AutoCAD SHX Text 55.9
AutoCAD SHX Text 55.1
AutoCAD SHX Text 56.52
AutoCAD SHX Text 52.82
AutoCAD SHX Text 51.87
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AutoCAD SHX Text 50.6
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AutoCAD SHX Text 49.6
AutoCAD SHX Text 55.3
AutoCAD SHX Text 58.4
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AutoCAD SHX Text 49.0
AutoCAD SHX Text 51.9
AutoCAD SHX Text 47.7
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TW48.16
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TW48.29
AutoCAD SHX Text 48.0
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TW47.42
AutoCAD SHX Text 50.0
AutoCAD SHX Text 52.0
AutoCAD SHX Text 52.9
AutoCAD SHX Text 49.2
AutoCAD SHX Text 52.0
AutoCAD SHX Text 51.9
AutoCAD SHX Text 52.4
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AutoCAD SHX Text 51.8
AutoCAD SHX Text 52.5
AutoCAD SHX Text 52.4
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AutoCAD SHX Text 54.0
AutoCAD SHX Text 49.5
AutoCAD SHX Text 49.3
AutoCAD SHX Text 48.9
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AutoCAD SHX Text 52.1
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AutoCAD SHX Text 51.7
AutoCAD SHX Text 51.9
AutoCAD SHX Text 53.2
AutoCAD SHX Text 53.3
AutoCAD SHX Text 53.0
AutoCAD SHX Text 54.6
AutoCAD SHX Text 55.3
AutoCAD SHX Text 55.0
AutoCAD SHX Text 54.1
AutoCAD SHX Text 55.0
AutoCAD SHX Text 53.9
AutoCAD SHX Text 48.9
AutoCAD SHX Text 54.6
AutoCAD SHX Text 53.7
AutoCAD SHX Text 53.7
AutoCAD SHX Text 47.6
AutoCAD SHX Text 48.7
AutoCAD SHX Text 51.4
AutoCAD SHX Text 51.9
AutoCAD SHX Text 52.2
AutoCAD SHX Text 52.5
AutoCAD SHX Text 53.2
AutoCAD SHX Text 49.1
AutoCAD SHX Text 55.2
AutoCAD SHX Text 56.1
AutoCAD SHX Text 55.2
AutoCAD SHX Text 52.1
AutoCAD SHX Text 57.2
AutoCAD SHX Text 56.9
AutoCAD SHX Text 58.8
AutoCAD SHX Text 60.3
AutoCAD SHX Text 59.8
AutoCAD SHX Text 58.9
AutoCAD SHX Text 58.2
AutoCAD SHX Text 58.0
AutoCAD SHX Text 57.3
AutoCAD SHX Text 59.6
AutoCAD SHX Text 59.4
AutoCAD SHX Text 59.7
AutoCAD SHX Text 60.3
AutoCAD SHX Text 59.1
AutoCAD SHX Text 57.5
AutoCAD SHX Text 51.9
AutoCAD SHX Text 51.9
AutoCAD SHX Text 51.9
AutoCAD SHX Text 51.7
AutoCAD SHX Text 51.9
AutoCAD SHX Text 54.6
AutoCAD SHX Text 53.6
AutoCAD SHX Text 52.2
AutoCAD SHX Text 52.1
AutoCAD SHX Text 47.4
AutoCAD SHX Text 47.2
AutoCAD SHX Text 47.3
AutoCAD SHX Text 52.2
AutoCAD SHX Text 52.5
AutoCAD SHX Text 52.8
AutoCAD SHX Text 53.4
AutoCAD SHX Text 54.1
AutoCAD SHX Text 53.5
AutoCAD SHX Text 52.9
AutoCAD SHX Text 52.9
AutoCAD SHX Text 52.4
AutoCAD SHX Text 59.0
AutoCAD SHX Text 56.0
AutoCAD SHX Text 53.3
AutoCAD SHX Text 53.8
AutoCAD SHX Text 54.1
AutoCAD SHX Text 51.9
AutoCAD SHX Text 45.8
AutoCAD SHX Text 46.1
AutoCAD SHX Text 46.9
AutoCAD SHX Text 47.3
AutoCAD SHX Text 54.5
AutoCAD SHX Text 52.7
AutoCAD SHX Text 49.3
AutoCAD SHX Text 47.3
AutoCAD SHX Text 47.3
AutoCAD SHX Text 47.9
AutoCAD SHX Text 48.3
AutoCAD SHX Text 50.0
AutoCAD SHX Text 50.0
AutoCAD SHX Text 51.5
AutoCAD SHX Text
TW47.50
AutoCAD SHX Text
TW47.49
AutoCAD SHX Text 55.4
AutoCAD SHX Text 53.2
AutoCAD SHX Text 49.7
AutoCAD SHX Text 47.5
AutoCAD SHX Text 51.5
AutoCAD SHX Text 50.9
AutoCAD SHX Text 42.5
AutoCAD SHX Text 43.8
AutoCAD SHX Text 44.5
AutoCAD SHX Text 44.4
AutoCAD SHX Text 42.2
AutoCAD SHX Text 47.0
AutoCAD SHX Text 41.1
AutoCAD SHX Text 41.6
AutoCAD SHX Text 44.1
AutoCAD SHX Text 44.8
AutoCAD SHX Text 42.2
AutoCAD SHX Text 45.3
AutoCAD SHX Text 51.6
AutoCAD SHX Text 51.5
AutoCAD SHX Text 45.5
AutoCAD SHX Text 51.7
AutoCAD SHX Text 53.6
AutoCAD SHX Text 46.5
AutoCAD SHX Text 49.0
AutoCAD SHX Text 53.0
AutoCAD SHX Text 52.2
AutoCAD SHX Text 48.7
AutoCAD SHX Text 53.6
AutoCAD SHX Text 56.43
AutoCAD SHX Text APPROX. LIMITS OF DEMOLISHED INERT STORAGE BUILDING #1466 (TAKEN FROM RECORD DRAWINGS)
AutoCAD SHX Text 18" E.S.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 15" E.S.
AutoCAD SHX Text
AutoCAD SHX Text 15" E.S.
AutoCAD SHX Text 15" E.S.
AutoCAD SHX Text
AutoCAD SHX Text 15" E.S.
AutoCAD SHX Text 15" E.S.
AutoCAD SHX Text
APPROX. LIMITS OF DEMOLISHED FENCE (TAKEN FROM RECORD DRAWINGS)
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
WOODS
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS)
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text W.V.
AutoCAD SHX Text
E. OH. LINE
AutoCAD SHX Text
E. OH. LINE
AutoCAD SHX Text
E. OH. LINE
AutoCAD SHX Text
E. OH. LINE
AutoCAD SHX Text
E. OH. LINE
AutoCAD SHX Text
E. OH. LINE
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text
6" E. SAN. FM.
AutoCAD SHX Text
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text
AutoCAD SHX Text
E. OH. LINE
AutoCAD SHX Text
E. OH. LINE
AutoCAD SHX Text
E. OH. LINE
AutoCAD SHX Text
E. UG. COMM & F.O.
AutoCAD SHX Text
E. UG. COMM. / F.O.
AutoCAD SHX Text
E. UG. F.O.
AutoCAD SHX Text
E. UG. COMM.
AutoCAD SHX Text & F.O.
AutoCAD SHX Text
E. UG. F.O.
AutoCAD SHX Text C
AutoCAD SHX Text
E. UG. GAS
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
E. OH. LINE
AutoCAD SHX Text
PT#77
AutoCAD SHX Text T.O.S.
AutoCAD SHX Text 51.8
AutoCAD SHX Text 48.3
AutoCAD SHX Text 57.3
AutoCAD SHX Text 56.1
AutoCAD SHX Text 49.4
AutoCAD SHX Text 50.0
AutoCAD SHX Text 51.7
AutoCAD SHX Text 52.1
AutoCAD SHX Text 51.0
AutoCAD SHX Text 51.4
AutoCAD SHX Text 51.9
AutoCAD SHX Text 50.0
AutoCAD SHX Text 50.1
AutoCAD SHX Text 49.4
AutoCAD SHX Text 51.3
AutoCAD SHX Text 52.0
AutoCAD SHX Text 52.3
AutoCAD SHX Text 51.8
AutoCAD SHX Text 57.2
AutoCAD SHX Text 54.9
AutoCAD SHX Text 57.0
AutoCAD SHX Text 59.1
AutoCAD SHX Text 51.1
AutoCAD SHX Text 50.6
AutoCAD SHX Text 49.9
AutoCAD SHX Text 51.7
AutoCAD SHX Text 50.8
AutoCAD SHX Text 49.8
AutoCAD SHX Text 50.9
AutoCAD SHX Text 50.9
AutoCAD SHX Text 49.4
AutoCAD SHX Text 56.1
AutoCAD SHX Text 55.0
AutoCAD SHX Text 48.6
AutoCAD SHX Text 56.6
AutoCAD SHX Text 59.3
AutoCAD SHX Text 60.0
AutoCAD SHX Text 59.7
AutoCAD SHX Text 51.7
AutoCAD SHX Text 52.6
AutoCAD SHX Text 52.2
AutoCAD SHX Text
BUILDING 1
AutoCAD SHX Text
BUILDING 2
BUILDING 1
NUMBER
L1
RADIUS LENGTH
219.55'
LINE/CHORD DIRECTION
S77° 32' 14.27"E
START STATION
10+00.00
START POINT
N:3618197.09 E:12045942.93
END STATION
12+19.55
END POINT
N:3618149.71 E:12046157.31
S
OCS
OCS
D
D
T.O.S.
T.O.B.
T.O.B.
T.O.B.
T.O.B.
WOODS
WOODS
T.O.B.
T.O.B.
T.O.B.
T.O.B.
WOODS
WOODS
12(2)
GRASS
GRASS
WOODS
T.
O.
B.
T.O .B
T.O.B.
T.O.S.
T.O.S.
T.O .S.
LE
E
RD
LEE RD.
TBM #1D
TB
M
T.O.B.
T.O.B.
T.O.S.
T.O.B.
T.O.B.
T.O.S.
T.O.B.
T.
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B.
T.O.B.
T.
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B.
WOODS
WOODS
N
BUILDING 1
12+20
10+00
11+00 12+00L1
.54
99.46'
(TYP)
10.5'
.46
20(TYP)
12(TYP)
B1
CS305
C1
CS305
D4
CS305
D1
CS305
30' INTERIOR
CLEAR ZONE
APPROX CENTERLINE
OF LEE ROAD
LIMITS OF CLEARING
LIMITS OF CLEARING
A2
CS305
R38'
44.58'
155.36'
R50'
R50'148.01'
34.33'
55.02'
66.15'
R55'
R38'
R42'
R50'
20'
EXTERIOR
CLEAR ZONE
BUILDING 1 CENTERLINE
20'
10'
20'
10'
GRID POINT 9,F
N:3618234.44 E:12046172.66
GRID POINT 9,A
N:3618213.87
E:12046265.75
R40'
SB502A
B4
SB502A
B4
SB502A
B4
BASIN #1S
BASIN #2S
+0
+0
+0
+0
+0
+0
54.54'
48.14'
R50'
14(TYP)
20(TYP)
10'
R40'
R352'
(TYP)
(TYP)
(TYP)
9+92
1+00
2+
3+00 4+00
5+00
6+00
7+008+009+00
.33
PROJECT LIMITS
R10'
PROJECT LIMITS
D
D
D
D
D
TP-3 TP-4
T.O .S.
T.O.B.
GRAVELWV
T.O.B.
T.O.B.
T.O.S.
11(6) 01
WV
WV
T.
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B.
T.O.B.
T.O.B.
T.O.S.
T.O.B.
T.O.S.
T.O.B.
T.O.B.
LEE RD.
N
10+00
11+00
L2
R88'
R88'
30'
BUILDING 2 CENTERLINE
12+00
13+00
14+00
15+00
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
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DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
0' 60' 1"=30'
30'
A. SEE SHEET C-001 FOR GENERAL NOTES, LEGEND AND
ABBREVIATIONS.
B. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND
DETAILS.
C. NORTHING AND EASTING COORDINATES FOR THE BUILDING ARE TO
THE STRUCTURAL GRIDLINES.
D. DIMENSIONS ARE TO FACE OF CURB.
E. SEE SHEET CS402 FOR JOINTING PLAN.
F. SEE SHEET CS601 FOR FENCE LAYOUT TABLES.
1. HEAVY DUTY ASPHALT PAVEMENT, DETAIL A1/CS511
2. HEAVY-DUTY CONCRETE PAVEMENT, DETAIL B1/CS511
3. VDOT STANDARD CG-6, 6" CURB AND GUTTER
4. VDOT STANDARD CG-11 ENTRANCE
5. CONCRETE EQUIPMENT PAD, DETAIL B2/CS511
6. 7' HIGH CHAIN LINK FENCE WITH 3 STRANDS BARBED WIRE,
DETAIL B1/CS502
7. 32' SINGLE CANTILEVER SLIDING MANUAL GATE, DETAIL
A1/CS510
8. 14' DOUBLE SWING MAINTENANCE ACCESS GATE, PROVIDE
DROP ARM AND LOCK ASSEMBLY ON INSIDE, DETAIL
C1/CS503
9. LIGHTNING MAST, SEE EG101A FOR ADDITIONAL
INFORMATION
10. 8" BOLLARD, DETAIL A4/CS511
11. 4" WIDE WHITE PAVEMENT MARKING WITH 6" BLACK
BACKGROUND
12. CONCRETE SPLASHBLOCK, DETAIL B4/AE503A
13. PAVEMENT PATCH, DETAIL A2/CS511
14. CONCRETE WHEELSTOP, DETAIL A4/CS501
15. ACCESSIBLE PARKING SPACE AND SIGN, DETAIL B4/CS501
16. VARIABLE THICKNESS ASPHALT OVERLAY, DETAIL A5/CS511
17. END SECTION CURB AND GUTTER, DETAIL D2/CS511
18. MUTCD R1-1 STOP SIGN AND POST, DETAIL A1/CS501
19. 24" WHITE STOP BAR PAVEMENT MARKING, DETAIL C4/CS501
20. 4" WIDE WHITE PAVEMENT MARKING
21. VDOT STANDARD CG-12 HANDICAP RAMP
22. ROOF LINE ABOVE
23. 6' CONCRETE SIDEWALK, DETAIL C2/CS511
24. 10' PAINTED CROSSWALK, DETAIL B4/CS511
25. MUTCD W11-2/W16-7PL PEDESTRIAN CROSSING SIGN AND
POST, DETAIL A1/CS501
26. 3" ASPHALT OVERLAY, DETAIL C1/CS511
27. VDOT STANDARD CG-2 6" CONCRETE CURB
28. 2' WIDE RIP RAP CHANNEL
29. PEDESTAL SIGN, DETAIL A3/LS501
30. 6' SINGLE MANUAL SWING PERSONNEL GATE,
ACCESSORIES SHALL BE ACCESSIBLE FROM EXTERIOR
SIDE, DETAIL C4/CS510
31. SPEED LIMIT 15 MPH SIGN, DETAIL A1/CS501
32. CURB WIPEDOWN, DETAIL D1/CS511
33. SPEED LIMIT 25 MPH SIGN, DETAIL A1/CS501
GENERAL SHEET NOTES
SHEET KEYNOTES#
GRAPHIC SCALE
MATCH LINE THIS SHEET
MATCH LINE CS105
MATCH LINE THIS SHEET
M
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L
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S1
KEY PLAN
S
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A Y
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T P
LA
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G A
TI
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A C
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DRG MTH DLB
1" = 30'
12941805
CS104
DLB
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03/26/2026
MME/WJW
JWJ
HPN
1737010
R
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D E
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/2
Approved by LCDR VINCE DEL GRECO, ROICC with
PWD YORKTOWN, via Email.
P -1
W
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AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
E. UG. F.O. (APPROX. LOCATION)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
ELEVATION = 44.89
AutoCAD SHX Text
ELEVATION = 47.94
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
6" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
PT#69
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text W.V.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
6" E. SAN. FM.
AutoCAD SHX Text
AutoCAD SHX Text
PT#77
AutoCAD SHX Text
PT#70
MULTICORELINK:P171-1737010-BLDG-CS104-CS105
MULTICORELINK:P171-1737010-BLDG-CS104-CS105
MULTICORELINK:P171-1737010-BLDG-CS104-CS105
MULTICORELINK:P171-1737010-BLDG-CS104-CS105
AutoCAD SHX Text
BUILDING 1
NUMBER
C1
C2
L2
L3
L4
RADIUS
315.00'
600.00'
LENGTH
170.74'
99.32'
128.11'
192.64'
160.83'
LINE/CHORD DIRECTION
S76° 55' 44.01"E
N82° 48' 03.40"E
N78° 03' 31.33"E
N87° 32' 35.46"E
S61° 24' 03.48"E
START STATION
14+20.08
11+28.11
10+00.00
12+27.44
15+90.81
START POINT
N:3617734.14 E:12046374.40
N:3617713.45 E:12046083.51
N:3617686.94 E:12045958.17
N:3617725.88 E:12046181.93
N:3617696.00 E:12046538.68
END STATION
15+90.81
12+27.44
11+28.11
14+20.08
17+51.64
END POINT
N:3617696.00 E:12046538.68
N:3617725.88 E:12046181.93
N:3617713.45 E:12046083.51
N:3617734.14 E:12046374.40
N:3617619.01 E:12046679.89
S
S
OCS
OCS
S
D
D D
D
D
TP-3
TP-4
TP-2
TP-1
WV
T.O .S.
T.O .S.
T.O .S.
T.O .S.
T.O .B.
T.O .B.
T.O .B.
GR
AV
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GRAVEL
GRAVELGRAVEL
GRAVEL
GRAV
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WOODS
WOODS
WOODS
WOODS
T.O .B
.02
GR
AV
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GR
AV
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GRAVEL GRAVEL
WOODS
WOODS
WOODS
WOODS
T.O.B.
T.O.B.
T.O.B.
T.O.B.
T.O.B.
T.O.B.
T.O .B.T.O
.S.
T.O .B.
T.O.B.
T.O.B.
T.O.B. T.O.B.
T.O.B.
T.O .B.
T.O.B.
T.O.B.
T.O.B. T.O.B.
T.O.B.
T.O.B. T.O.B.
WOODS
WOODS
WOODS
GRASS
T.O.S.
T.O.B.
T.O.B.
T.O.B.
T.O.B.
T.O.B.
T.
O.
B.
T.O.B.
T.O.S.
T.O.S.
WOODS
WOODS
WOODS
T.O .S.
T.O .B.
T.
O.
B.
T.
O.
B.
T.O.B.
T.O.B.
T.O.B.
T.O.B.
T.O.B.
T.O.B.
T.O.S.
T.O.S.
T.O.S.
T.O.S.
T.
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S.
15 15
15 15
GRASS
T.O .B.
WOODS
T.O .S
T.O .S
WOODS
WOODS
GRAVEL
T.O.B.
WOODS
N
WETLAND LOCATION AS
TAKEN FROM GIS
PROVIDED BY NAVFAC
BUILDING 2
17+52
12+00
13+00
14+00
15+00
16+00 17+00
L3
L4
C1
.46
9 10
99.46'
10.5'
30' (CLEAR)
.54
20' EXTERIOR
CLEAR ZONE
D3
CS306
B4
CS306
D1
CS306
C1
CS306
C2
30' INTERIOR
CLEAR ZONE
LIMITS OF CLEARING
LIMITS OF CLEARING
R300'
R330'
R585'
R615'
R1 8' 70.3'
166.43'
R50'
R50'
30'
R55' 148'
.33
R38'
63.16'
66.16'
113.39'
192.64'
BUILDING 2 CENTERLINE
19.42'
R40'
R50'
SB502A
B4 SB502A
B4
SB502A
B4
30'
BASIN #3S
BASIN #4S
74.25' 10'
22'
54.54'
48.13'
GRID POINT 9,F
N:3617696.13
E:12046718.18
R40'
R5'
R352'
R5'
12'
10'
(TYP)
(TYP)
(TYP) 10
7+00
10+12
1+00
2+
3+00 4+00
5+00
6+
7+00
8+009+00
+0
GRID POINT 9,A
N:3617650.50
E:12046801.8822
87.33'
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D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
0' 60' 1"=30'
30'
GENERAL SHEET NOTES
SHEET KEYNOTES#
GRAPHIC SCALE
KEY PLAN
MATC
H LI
NE C
S10
M
ATC
H
LIN
E C S104
N
S
IT
E L
A Y
O U
T P
LA
N
S
E G
R E
G A
TI
O
N F
A C
IL
IT
IE
S
DRG MTH DLB
1" = 30'
12941806
CS105
DLB
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
LA
N
T
PD
C C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
N
AV
AL
W
EA
PO
N S
ST
AT
IO
N
YO
R
KT
O
W N
, V
IR
G
IN
IA
03/26/2026
MME/WJW
JWJ
HPN
1737010
6/
PWD YORKTOWN, via Email.
P -1
W
E A
P O
N S
M A
G A
ZI
N
E S
A. SEE SHEET C-001 FOR GENERAL NOTES, LEGEND AND
ABBREVIATIONS.
B. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS AND
DETAILS.
C. NORTHING AND EASTING COORDINATES FOR THE BUILDING ARE TO
THE STRUCTURAL GRIDLINES.
D. DIMENSIONS ARE TO FACE OF CURB.
E. SEE SHEET CS403 FOR JOINTING PLAN.
F. SEE SHEET CS601 FOR FENCE LAYOUT TABLES.
1. HEAVY DUTY ASPHALT PAVEMENT, DETAIL A1/CS511
2. HEAVY-DUTY CONCRETE PAVEMENT, DETAIL B1/CS511
3. VDOT STANDARD CG-6, 6" CURB AND GUTTER
4. CONCRETE SIDEWALK, DETAIL C2/CS511
5. CONCRETE EQUIPMENT PAD, DETAIL B2/CS511
6. 7' HIGH CHAIN LINK FENCE WITH 3 STRANDS BARBED WIRE, DETAIL B1/CS502
7. ROOF LINE ABOVE
8. 14' DOUBLE SWING MAINTENANCE ACCESS GATE, PROVIDE DROP ARM AND
LOCK ASSEMBLY ON INSIDE DETAIL C1/CS503
9. LIGHTNING MAST, SEE EG101A FOR ADDITIONAL INFORMATION
10. 8" BOLLARD, DETAIL A4/CS511
11. 4" WIDE WHITE PAVEMENT MARKING WITH 6" BLACK BACKGROUND
12. CONCRETE SPLASHBLOCK, DETAIL B4/AE503A
13. ACCESSIBLE PARKING SPACE AND SIGN, DETAIL B4/CS501
14. END SECTION CURB AND GUTTER, DETAIL D2/CS511
15. RECEIVING BOLLARD WITH CABLE AND CARABINEER, DETAIL B5/CS511
16. VDOT STANDARD CG-2 6" CURB
17. SPEED LIMIT 15 MPH SIGN, DETAIL A1/CS501
18. 4" WIDE WHITE PAVEMENT MARKING
19. 30' VEHICLE SWING GATE, DETAIL C1/CS503
20. 6' CONCRETE SIDEWALK, DETAIL C2/CS511
21. 6' SINGLE MANUAL SWING PERSONNEL GATE, ACCESSORIES SHALL BE
ACCESSIBLE FROM EXTERIOR SIDE, DETAIL C4/CS510
22. VDOT STANDARD CG-12 HANDICAP RAMP
23. CURB WIPEDOWN, DETAIL D1/CS511
A R
EM
O
VE
D
E R
R O
N
EO
U S
H
AT
C H
A
A
A
A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 13"
AutoCAD SHX Text 11"
AutoCAD SHX Text 16"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS)
AutoCAD SHX Text
6" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
6" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
6" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
PT#72
AutoCAD SHX Text
24"X8" REDUCER (PER RECORD DRAWINGS)
AutoCAD SHX Text
MAGAZINE #10 (OPTION 6)
AutoCAD SHX Text
MAGAZINE #9 (OPTION 5)
AutoCAD SHX Text
MAGAZINE #8 (OPTION 4)
AutoCAD SHX Text
MAGAZINE #7 (OPTION 3)
AutoCAD SHX Text
MAGAZINE #6 (OPTION 2)
AutoCAD SHX Text
MAGAZINE #5 (OPTION 1)
AutoCAD SHX Text
MAGAZINE #4 (BASE BID)
AutoCAD SHX Text
MAGAZINE #3 (BASE BID)
AutoCAD SHX Text
MAGAZINE #2 (BASE BID)
AutoCAD SHX Text
MAGAZINE #1 (BASE BID)
AutoCAD SHX Text
BUILDING 1
AutoCAD SHX Text
BUILDING 2
AutoCAD SHX Text
CHARGING
AutoCAD SHX Text
STATION
AutoCAD SHX Text
FFE=65.46
AutoCAD SHX Text
MAGAZINE 1
AutoCAD SHX Text
FFE=68.95
AutoCAD SHX Text
MAGAZINE 2
AutoCAD SHX Text
FFE=67.85
AutoCAD SHX Text
MAGAZINE 3
AutoCAD SHX Text
FFE=66.74
AutoCAD SHX Text
MAGAZINE 4
AutoCAD SHX Text
FFE=66.74
AutoCAD SHX Text
MAGAZINE 5
AutoCAD SHX Text
FFE=67.85
MULTICORELINK:P171-1737010-BLDG-CS104-CS104
MULTICORELINK:P171-1737010-BLDG-CS104-CS104
MULTICORELINK:P171-1737010-BLDG-CS104-CS104
MULTICORELINK:P171-1737010-BLDG-CS104-CS104
S
D
D
RIP-RAP
.95
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T.O.B.
T.O.B.
T.O.B.
T.O.B.
WOODS
WOODS
T.O.B.
T.O.B.
T.O.B.
T.O.B.
WOODS
WOODS
12(2)
GRASS
GRASS
WOODS
T.
O.
B.
T.O .B
T.O.B.
T.O.S.
T.O.S.
T.O .S.
8" E
. S
AN
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E
RD
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T.O.B.
T.O.B.
T.O.S.
T.O.B.
12" E.W
T.O.B.
T.O.S.
T.O.B.
T.
O.
B.
T.O.B.
T.
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B.
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.W
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WOODS
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N
38.9 38.237.737.5
35.3 33.7 34.737.137.1
38.1 39.139.2
40.740.8
41.3 41.5
41.5 41.5
41.4
33.9 33.8
37.2 35.630.9
28.028.4 31.6
34.0 33.635.536.3 37.1 32.431.0
39.137.0 32.430.529.3
23.4
25.1 29.5 31.130.732.533.7
34.2 37.938.2
36.5 33.6
31.2 28.1
24.9 23.521.2
21.221.0 26.2 30.3
34.4 34.8
41.341.3
40.441.6 42.1
38.438.6
42.142.7
42.842.1
42.5
42.4
42.4
42.4
42.2 41.7
42.1
41.8
41.2
42.0
41.9
41.4
38.9 38.237.737.5
35.3 33.7 34.737.137.1
38.1 39.139.2
40.740.8
41.32 41.54
33.9 33.8
37.2 30.931.6
34.0 33.635.536.3 37.1 32.431.0
39.137.0 32.430.529.325.1
31.130.732.533.7 34.2
36.5
31.2 28.1
24.9
21.0
34.4 34.8
40.441.6 42.1
42.142.7
42.842.1
42.5
42.4
42.4
42.4
42.2 41.7
42.1
41.8
41.2
42.0
41.9
41.4
32.2 27.526.4
29.4
35.1 31.6
29.628.1 30.1
40.2 41.0 39.9
34.2 39.3 39.9
41.3 41.2
41.5 40.940.2
37.440.540.841.3
38.9 35.432.8
36.0 39.138.8
40.4
41.3 39.8
41.3
8" W
(A
PP
RO
X)
8" W
(A
PP
RO
X)
BUILDING 1
FFE=52.65
50.36
45.33
44.27
46.48
TC44.76
FL44.26
TC47.79
FL47.29
45.44
TC-FL TC52.10
FL51.60
TC46.45
FL45.95
TC47.78
FL47.28
TC50.61
FL50.11 TC51.07
FL50.57
TC51.52
FL51.02
TC50.97
FL50.47
TC52.14
FL51.64
TC52.14
FL51.64
TC50.74
FL50.24
TC51.24
FL50.74
51.94 52.53
52.56
TC-FL
TC52.48
FL51.98
TC51.91
FL51.41
TC51.77
FL51.27
TC52.33
FL51.83
52.61
TC-FL
52.46 52.00
51.81
52.02
52.11
52.5752.16
51.95
52.57
52.57
TC51.84
FL51.34
TC51.72
FL51.22
52.01
58.0
±MG
60.5
±MG
58.5
±MG
54.4
±MG
39.9
±MG
TC52.99
FL52.49
46 47 48 49 50
45.5 53.1
57.6
±MG
49.5
46 47 48 49 50 51
46.2
49.0
50.249.0
53.0
±MG
52.0
±MG
54.4
±MG
53.1
±MG
52.8
±MG
55.8
±MG
55.1
±MG
56.3
±MG
54.3
±MG
49.0
49.25
45.5
50.58
47.63
TC52.32
FL51.82
52.6
±MG54.8 53.6
52.5
±MG
G2
G1
G4
L2
G3
L1
E1
H1
E2
E3
G6
24" RCP
" R
CP
24" RCP
15" RCP
18" RCP
18" RCP
" R
CP
18" RCP
24" RCP
52.5752.59 52.63
52.15
52.63
52.15
52.15 52.15
52.15
52.57 52.57
52.63
52.57
52.63
52.63 52.63
52.62 52.63
52.57 52.63
52.63
52.63
52.57
52.57
52.15
4' WIDE GRASS
CHANNEL A, SEE
PROFILE ON SHEET
CG206
51 51 52 53 54 55 56 57
DRY DETENTION BASIN WITH SAND
FILTER, BASIN #1S, SEE ENLARGED
PLAN ON SHEET CG406
LIMITS OF DISTURBANCE/CLEARING
DRY DETENTION BASIN
WITH SAND FILTER, BASIN
#2S, SEE ENLARGED PLAN
ON SHEET CG406
48.0
49.1
47.9
4' WIDE GRASS
CHANNEL B, SEE
PROFILE ON SHEET
CG207
GRASS LINED TRAPEZOIDAL
DITCH D, SEE PROFILE ON
SHEET CG206
GRASS LINED TRAPEZOIDAL
DITCH C, SEE PROFILE ON
SHEET CG206
52.0
LIMITS OF
DISTURBANCE/CLEARING
43.94
45.59
±MG
44.91
45.83
46.38
46.68
47.72
50.18
TC-FL
50.03
TC-FL
UD
H2
GRASS LINED
TRAPEZOIDAL DITCH E
F1
43.22
±MG
40.92
±MG
42.25
±MG
18" RCP
" R
CP
J1
" R
CP
J218 " R
CP
J3
52.22 52.07
52 53 54 55 56 57L3
44.41
±MG
46.44
±MG
47.74
±MG
45.09
±MG
24" RCP
I1 I2
F3
F2
CG501
C1
CG501
C1
CG501
C1
44.28
44.05
±MG
44.06
±MG
TC51.67
FL51.17
CG501
C1
CG502
A1
12+2010+00 11+00 12+00
41.1
±MG
53.8 55.6 56.6 56.8 56.8
56.9 57.0
57.1
57.1
57.5
58.1
58.7
60.3
HP
59.9
18" RCP
G5
45.56
TC-FL
47.87
50.33
52.04 51.92
50.43
47.97
51.71
TC-FL
N2
24" RCP
N1
59.3
58.8
58.0
57.0 56.7
54.651.5
47.9
47.9 48.0
49.53
±MG
50.68
±MG
GRASS LINED TRAPEZOIDAL
DITCH D, SEE PROFILE ON
SHEET CG206
51.3
TC51.99
FL51.49
VDOT EC-4 ROCK
CHECK DAM
CG501
C1
CG501
C1
CG502
A1
CG502
A1
CG501
C1
GRASS LINED
V-DITCH
GRASS LINED
V-DITCH
VDOT EC-4 ROCK CHECK DAM
VDOT EC-4 ROCK CHECK DAM,
SEE PROFILE ON SHEET
VDOT EC-4 ROCK
CHECK DAM
VDOT EC-4 ROCK
CHECK DAM
52 51
53.5
BEGIN
V-DITCH
BEGIN
V-DITCH
11.49'
10'
CG509
C1
D
D
D
D
D
TP-3 TP-4
T.O .S.
T.O.S.
T.O.B.
T.O.B.
T.O.B.
GRAVELWV
WV
T.O.B.
T.O.B.
T.O.B.
T.O.S.
11(6)
B
B
WV
WV
T.
O.
B.
T.O.B.
T.O.B.
T.O.S.
12" E.W
8" E.W.
T.O.B.
T.O.S.
T.O.B.
T.O.B.
8" E.W.
12" E.W.
(GIS)
12" E.W
LEE RD.
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.38 53
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.80
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.0 49
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.1 50
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.1
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.2
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.1
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.4
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.2
.3
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.2
.34
.2
.5
.5
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N
TC52.29
FL51.79
TC54.48
FL53.98
TC54.45
FL53.95
TC53.62
FL53.12
51.70
53.95
53.32
±MG
49.5
53.7
±MG
54.40
53.44
4' WIDE GRASS CHANNEL
B, SEE PROFILE ON SHEET
CG206
51.91
52.46
52.96
53.71
53.41
±MG
GRASS LINED
V-DITCH
CG501
C4
10+00
11+00
51.83
±MG
52.78
±MG
54.47
±MG
54.34
±MG
54.46
HP
KEY PLAN
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
A. REFER TO SHEET C-001 FOR GENERAL NOTES, LEGEND AND
ABBREVIATIONS.
B. REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR
CONSTRUCTION SEQUENCING AND INSTALLATION OF APPROPRIATE
EROSION CONTROL PRACTICES PRIOR TO ANY GRADING ACTIVITIES.
C. EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS AND DITCHES
WITH VDOT EC-2 LINING.
D. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1.
E. REFER TO SHEET CG602 FOR STORM SCHEDULES.
F. PAVEMENT IS FLAT AT GATES. SEE ENLARGED PLANS ON CG410.
G. A 1.5" ASPHALT OVERLAY WAS PLACED ON LEE ROAD AFTER THE
TOPOGRAPHIC SURVEY WAS PERFORMED. PLEASE NOTE THAT CENTERLINE
AND EDGE OF PAVEMENT ELEVATIONS ALONG LEE ROAD ARE
APPROXIMATELY 0.12" HIGHER THAN INDICATED.
H. UNLESS OTHERWISE NOTED, LINE DITCHES WITH VDOT EC-3, TYPE 2 LINING.
GENERAL SHEET NOTES
MATCH LINE THIS SHEET
MATCH LINE SHEET
CG105
MATCH LINE THIS SHEET
M
AT
CH
L
IN
E
SE
E
SH
EE
T
CG
Approved by LCDR VINCE DEL GRECO, ROICC with
PWD YORKTOWN, via Email.
G R
A D
IN
G
P
LA
N
S E
G R
E G
A
TI
O N
F A
C
IL
IT
IE
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DRG MTH DLB
1" = 30'
12941859
CG104
DLB
NA
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IN
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03/26/2026
MME/WJW
JWJ
HPN
1737010
EM
O
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D
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R O
N
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H
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6/
PWD YORKTOWN, via Email.
P -1
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5/
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A
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A
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
E. UG. F.O. (APPROX. LOCATION)
AutoCAD SHX Text
E. UG. GAS
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
E. UG. GAS
AutoCAD SHX Text
E. UG. GAS
AutoCAD SHX Text
E. UG. F.O.
AutoCAD SHX Text
E. UG. F.O.
AutoCAD SHX Text
6" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
PT#69
AutoCAD SHX Text 51.6
AutoCAD SHX Text 52.7
AutoCAD SHX Text 52.2
AutoCAD SHX Text 51.85
AutoCAD SHX Text 54.3
AutoCAD SHX Text 55.9
AutoCAD SHX Text 55.1
AutoCAD SHX Text 56.52
AutoCAD SHX Text 52.82
AutoCAD SHX Text 51.87
AutoCAD SHX Text 52.94
AutoCAD SHX Text 53.5
AutoCAD SHX Text 57.4
AutoCAD SHX Text 57.4
AutoCAD SHX Text 55.3
AutoCAD SHX Text 50.6
AutoCAD SHX Text 53.1
AutoCAD SHX Text 49.6
AutoCAD SHX Text 55.3
AutoCAD SHX Text 58.4
AutoCAD SHX Text 48.2
AutoCAD SHX Text 52.3
AutoCAD SHX Text 57.5
AutoCAD SHX Text 49.0
AutoCAD SHX Text 51.9
AutoCAD SHX Text 47.7
AutoCAD SHX Text 51.6
AutoCAD SHX Text 49.1
AutoCAD SHX Text 52.4
AutoCAD SHX Text 52.8
AutoCAD SHX Text 52.9
AutoCAD SHX Text 52.5
AutoCAD SHX Text 52.5
AutoCAD SHX Text 49.5
AutoCAD SHX Text
TW48.16
AutoCAD SHX Text
TW48.29
AutoCAD SHX Text 48.0
AutoCAD SHX Text
TW47.42
AutoCAD SHX Text 50.0
AutoCAD SHX Text 52.0
AutoCAD SHX Text 52.9
AutoCAD SHX Text 49.2
AutoCAD SHX Text 52.0
AutoCAD SHX Text 51.9
AutoCAD SHX Text 52.4
AutoCAD SHX Text 51.4
AutoCAD SHX Text 51.8
AutoCAD SHX Text 52.5
AutoCAD SHX Text 52.4
AutoCAD SHX Text 53.8
AutoCAD SHX Text 54.0
AutoCAD SHX Text 49.5
AutoCAD SHX Text 49.3
AutoCAD SHX Text 48.9
AutoCAD SHX Text 48.9
AutoCAD SHX Text 48.9
AutoCAD SHX Text 51.8
AutoCAD SHX Text 52.1
AutoCAD SHX Text 52.8
AutoCAD SHX Text 53.3
AutoCAD SHX Text 53.2
AutoCAD SHX Text 54.9
AutoCAD SHX Text 49.3
AutoCAD SHX Text 49.3
AutoCAD SHX Text 51.4
AutoCAD SHX Text 53.0
AutoCAD SHX Text 53.5
AutoCAD SHX Text 51.8
AutoCAD SHX Text 51.7
AutoCAD SHX Text 51.9
AutoCAD SHX Text 53.2
AutoCAD SHX Text 53.3
AutoCAD SHX Text 53.0
AutoCAD SHX Text 54.6
AutoCAD SHX Text 55.3
AutoCAD SHX Text 55.0
AutoCAD SHX Text 54.1
AutoCAD SHX Text 55.0
AutoCAD SHX Text 53.9
AutoCAD SHX Text 48.9
AutoCAD SHX Text 54.6
AutoCAD SHX Text 53.7
AutoCAD SHX Text 53.7
AutoCAD SHX Text 47.6
AutoCAD SHX Text 48.7
AutoCAD SHX Text 51.4
AutoCAD SHX Text 51.9
AutoCAD SHX Text 52.2
AutoCAD SHX Text 52.5
AutoCAD SHX Text 53.2
AutoCAD SHX Text 49.1
AutoCAD SHX Text 55.2
AutoCAD SHX Text 56.1
AutoCAD SHX Text 55.2
AutoCAD SHX Text 52.1
AutoCAD SHX Text 57.2
AutoCAD SHX Text 56.9
AutoCAD SHX Text 58.8
AutoCAD SHX Text 60.3
AutoCAD SHX Text 59.8
AutoCAD SHX Text 58.9
AutoCAD SHX Text 58.2
AutoCAD SHX Text 58.0
AutoCAD SHX Text 57.3
AutoCAD SHX Text 59.6
AutoCAD SHX Text 59.4
AutoCAD SHX Text 59.7
AutoCAD SHX Text 60.3
AutoCAD SHX Text 59.1
AutoCAD SHX Text 57.5
AutoCAD SHX Text 51.9
AutoCAD SHX Text 51.9
AutoCAD SHX Text 51.9
AutoCAD SHX Text 51.7
AutoCAD SHX Text 51.9
AutoCAD SHX Text 54.6
AutoCAD SHX Text 53.6
AutoCAD SHX Text 52.2
AutoCAD SHX Text 52.1
AutoCAD SHX Text 47.4
AutoCAD SHX Text 47.2
AutoCAD SHX Text 47.3
AutoCAD SHX Text 52.2
AutoCAD SHX Text 52.5
AutoCAD SHX Text 52.8
AutoCAD SHX Text 53.4
AutoCAD SHX Text 54.1
AutoCAD SHX Text 53.5
AutoCAD SHX Text 52.9
AutoCAD SHX Text 52.9
AutoCAD SHX Text 52.4
AutoCAD SHX Text 59.0
AutoCAD SHX Text 56.0
AutoCAD SHX Text 53.3
AutoCAD SHX Text 53.8
AutoCAD SHX Text 54.1
AutoCAD SHX Text 51.9
AutoCAD SHX Text 45.8
AutoCAD SHX Text 46.1
AutoCAD SHX Text 46.9
AutoCAD SHX Text 47.3
AutoCAD SHX Text 54.5
AutoCAD SHX Text 52.7
AutoCAD SHX Text 49.3
AutoCAD SHX Text 47.3
AutoCAD SHX Text 47.3
AutoCAD SHX Text 47.9
AutoCAD SHX Text 48.3
AutoCAD SHX Text 50.0
AutoCAD SHX Text 50.0
AutoCAD SHX Text 51.5
AutoCAD SHX Text
TW47.50
AutoCAD SHX Text
TW47.49
AutoCAD SHX Text 55.4
AutoCAD SHX Text 53.2
AutoCAD SHX Text 49.7
AutoCAD SHX Text 47.5
AutoCAD SHX Text 51.5
AutoCAD SHX Text 50.9
AutoCAD SHX Text 42.5
AutoCAD SHX Text 43.8
AutoCAD SHX Text 44.5
AutoCAD SHX Text 44.4
AutoCAD SHX Text 42.2
AutoCAD SHX Text 47.0
AutoCAD SHX Text 41.1
AutoCAD SHX Text 41.6
AutoCAD SHX Text 44.1
AutoCAD SHX Text 44.8
AutoCAD SHX Text 42.2
AutoCAD SHX Text 45.3
AutoCAD SHX Text 51.6
AutoCAD SHX Text 51.5
AutoCAD SHX Text 45.5
AutoCAD SHX Text 51.7
AutoCAD SHX Text 53.6
AutoCAD SHX Text 46.5
AutoCAD SHX Text 49.0
AutoCAD SHX Text 53.0
AutoCAD SHX Text 52.2
AutoCAD SHX Text 48.7
AutoCAD SHX Text 53.6
AutoCAD SHX Text 56.43
AutoCAD SHX Text
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text W.V.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
6" E. SAN. FM.
AutoCAD SHX Text
AutoCAD SHX Text
E. UG. F.O.
AutoCAD SHX Text C
AutoCAD SHX Text
E. UG. GAS
AutoCAD SHX Text
E. UG. GAS
AutoCAD SHX Text
PT#77
AutoCAD SHX Text
PT#70
AutoCAD SHX Text 51.8
AutoCAD SHX Text 48.3
AutoCAD SHX Text 57.3
AutoCAD SHX Text 56.1
AutoCAD SHX Text 49.4
AutoCAD SHX Text 50.0
AutoCAD SHX Text 51.7
AutoCAD SHX Text 52.1
AutoCAD SHX Text 51.0
AutoCAD SHX Text 51.4
AutoCAD SHX Text 51.9
AutoCAD SHX Text 50.0
AutoCAD SHX Text 50.1
AutoCAD SHX Text 49.4
AutoCAD SHX Text 51.3
AutoCAD SHX Text 52.0
AutoCAD SHX Text 52.3
AutoCAD SHX Text 51.8
AutoCAD SHX Text 57.2
AutoCAD SHX Text 54.9
AutoCAD SHX Text 57.0
AutoCAD SHX Text 59.1
AutoCAD SHX Text 51.1
AutoCAD SHX Text 50.6
AutoCAD SHX Text 49.9
AutoCAD SHX Text 51.7
AutoCAD SHX Text 50.8
AutoCAD SHX Text 49.8
AutoCAD SHX Text 50.9
AutoCAD SHX Text 50.9
AutoCAD SHX Text 49.4
AutoCAD SHX Text 56.1
AutoCAD SHX Text 55.0
AutoCAD SHX Text 48.6
AutoCAD SHX Text 56.6
AutoCAD SHX Text 59.3
AutoCAD SHX Text 60.0
AutoCAD SHX Text 59.7
AutoCAD SHX Text 51.7
AutoCAD SHX Text 52.6
AutoCAD SHX Text 52.2
AutoCAD SHX Text 60'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=30'
AutoCAD SHX Text 30'
AutoCAD SHX Text
MAGAZINE #10 (OPTION 6)
AutoCAD SHX Text
MAGAZINE #9 (OPTION 5)
AutoCAD SHX Text
MAGAZINE #8 (OPTION 4)
AutoCAD SHX Text
MAGAZINE #7 (OPTION 3)
AutoCAD SHX Text
MAGAZINE #6 (OPTION 2)
AutoCAD SHX Text
MAGAZINE #5 (OPTION 1)
AutoCAD SHX Text
MAGAZINE #4 (BASE BID)
AutoCAD SHX Text
MAGAZINE #3 (BASE BID)
AutoCAD SHX Text
MAGAZINE #2 (BASE BID)
AutoCAD SHX Text
MAGAZINE #1 (BASE BID)
AutoCAD SHX Text
BUILDING 1
AutoCAD SHX Text
BUILDING 2
AutoCAD SHX Text
CHARGING
AutoCAD SHX Text
STATION
AutoCAD SHX Text
FFE=65.46
AutoCAD SHX Text
MAGAZINE 1
AutoCAD SHX Text
FFE=68.95
AutoCAD SHX Text
MAGAZINE 2
AutoCAD SHX Text
FFE=67.85
AutoCAD SHX Text
MAGAZINE 3
AutoCAD SHX Text
FFE=66.74
AutoCAD SHX Text
MAGAZINE 4
AutoCAD SHX Text
FFE=66.74
AutoCAD SHX Text
MAGAZINE 5
AutoCAD SHX Text
FFE=67.85
MULTICORELINK:P171-1737010-BLDG-CG104-CG105
MULTICORELINK:P171-1737010-BLDG-CG104-CG105
MULTICORELINK:P171-1737010-BLDG-CG104-CG105
MULTICORELINK:P171-1737010-BLDG-CG104-CG105
MULTICORELINK:P171-1737010-BLDG-CG104-CG105
MULTICORELINK:P171-1737010-BLDG-CG104-CG105
MULTICORELINK:P171-1737010-BLDG-CG104-CG105
MULTICORELINK:P171-1737010-BLDG-CG104-CG105
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.6
.5
.9 49
.3
.8 54 .6
.3
.9
.3
.28
.27
.87
.7
.5
.2
.1
.20
.50
.80
.42
.41
.1
.5
.0
.4
.7
.4
.5
.8
.5
.22
.55
.9
.7
.2
.19
TW
.78
.3
TW
.11
N
CONC.HEADWALL (51984)
INV. 30" (SW) = 37.84; CONC.CONC.HEADWALL (51988)
INV. 30" (NE) = 37.50; CONC.
WETLAND LOCATION AS
TAKEN FROM GIS
PROVIDED BY NAVFAC
BUILDING 2
FFE=50.50
TC49.30
FL48.80
50.42
50.4850.44 50.42
50.48
50.42 50.48
50.48
49.77
44 45 46 47 48 49 50 44
50.27
50.00
50.48
50.36
49.96
50.42
TC-FL
50.36
50.42
TC-FL
50.42
50.48
50.50 50.06
50.35
TC48.84
FL48.34
TC49.27
FL48.77
TC49.91
FL49.41
TC50.12
FL49.62
TC49.57
FL49.07
TC49.76
FL49.26
TC49.64
FL49.14
TC49.34
FL48.84
TC49.23
FL48.73
444546474849
50.48 50.48 50.48
TC50.97
FL50.47
FL51.83
58.0
±MG
60.5
±MG
49.0
50.2
53.0
±MG
52.0
±MG
54.4
±MG 53.1
±MG
TC53.52
FL53.02
TC53.52
FL53.02 53.45
54.40
TC53.16
FL52.66
TC52.78
FL52.28
52.72
49.97
TC-FL
51.44
TC50.63
FL50.13
49.97
TC-FL 49.75
49.74
TC50.71
FL50.21
TC49.64
FL49.14
TC49.65
FL49.15
TC50.19
FL49.69
46.4
48.7
48.4
43.9
44.1
45.1
49.6
TC52.32
FL51.82
49.5
52.8
±MG
52.7
±MG
52.6
±MG
54.8
±MG
53.6
±MG
52.5
±MG
52.9
±MG
40.0
±MG
43.6
±MG43.4
±MG
43.2
±MG
27.4
±MG
50.4
±MG
51.1
±MG
42.2
±MG
44.3
±MG
47.8
±MG
45.4
±MG
50.7
±MG
49.1
±MG
58.7
±MG
49.5
K1
K2
L1
A2
A4
D3 D2
A3
B2
K3
B1
A1
D1
C2
C1
18" RCP
" R
CP
" R
CP
18" RCP 18" RCP
" R
CP
" R
CP
18" RCP
18" RCP
50.42 50.00
50.42 50.00
50.01
50.00 50.00
50.42 50.42
50.42
GRASS LINED TRAPEZOIDAL
DITCH D, SEE PROFILE ON
SHEET CG206
GRASS LINED TRAPEZOIDAL
DITCH C, SEE PROFILE ON
SHEET CG206
UD
UD
UD
EMERGENCY
OVERFLOW CHANNEL
GRASS LINED
TRAPEZOIDAL DITCH E
TC51.51
FL51.01
TC51.51
FL51.01
TC53.21
FL52.71
53.15
HP
TC49.75
FL49.25
M3
" R
CP
M1DRY DETENTION BASIN WITH SAND FILTER,
BASIN #3S, SEE ENLARGED PLAN ON CG407
VDOT UD-4 EDGE DRAIN
GRASS LINED V-DITCH
DRY DETENTION
POND WITH SAND
FILTER, BASIN #4S,
SEE ENLARGED
PLAN ON CG407
CG501
C1
CG502
A1
CG502
A1
VDOT EC-4 ROCK CHECK DAM
CG501
C4
CLEAN AND DE-MUCK EXISTING CULVERT TO
REMOVE ACCUMULATED SEDIMENT AND
DEBRIS AND ENSURE PROPER FUNCTION
17+52
12+00
13+00
14+00
15+00
16+00
17+00
CG501
B4
58.8
58.0
57.0 56.7
54.6
51.5
18" RCP
M2
48.7
±MG
32.6
±MG
48.6
±MG
37.3
±MG
49.7
±MG
49.1
±MG
42.8
±MG
TC52.66
FL52.16
TC51.77
FL51.27
TC52.25
FL51.75
GRASS LINED TRAPEZOIDAL
DITCH D, SEE PROFILE ON
SHEET CG206
51.3
50.5
49.7
49.0
48.0
43.0
47.5
47.3
50.3 49.7
48.4
46.6
VDOT EC-4 ROCK CHECK DAM
VDOT EC-4 ROCK CHECK DAM
VDOT EC-4
ROCK CHECK
DAM
GRASS LINED
V-DITCH
CG501
C1
CG502
A1
CG501
C1
CG501
C1
CG501
C1
VDOT EC-4 ROCK CHECK DAM
VDOT EC-4 ROCK CHECK DAM,
SEE PROFILE ON SHEET CG207
VDOT EC-4 ROCK CHECK DAM
VDOT EC-4 ROCK
CHECK DAM
VDOT EC-4 ROCK CHECK DAM
VDOT EC-4 ROCK CHECK DAM
54.46
HP
53.7
HP
52 51
CS509
C1
11.33'
CS509
C1
CS509
D3
KEY PLAN
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GRAPHIC SCALE
MAT
CH LI
NE S
HEE
T CG10
M
ATCH LINE SHEET
CG104 GENERAL SHEET NOTES
A. REFER TO SHEET C-001 FOR GENERAL NOTES, LEGEND AND
ABBREVIATIONS.
B. REFER TO EROSION AND SEDIMENT CONTROL PLANS/NOTES FOR
CONSTRUCTION SEQUENCING AND INSTALLATION OF APPROPRIATE
EROSION CONTROL PRACTICES PRIOR TO ANY GRADING ACTIVITIES.
C. EXCEPT AS NOTED OTHERWISE, LINE ALL OUTFALL CHANNELS AND
DITCHES WITH VDOT EC-2 LINING.
D. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1.
E. REFER TO SHEET CG602 FOR STORM SCHEDULES.
F. A 1.5" ASPHALT OVERLAY WAS PLACED ON LEE ROAD AFTER THE
TOPOGRAPHIC SURVEY WAS PERFORMED. PLEASE NOTE THAT
CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS ALONG LEE
ROAD ARE APPROXIMATELY 0.12" HIGHER THAN INDICATED.
G. UNLESS OTHERWISE NOTED, LINE DITCHES WITH VDOT EC-3, TYPE 2
LINING.
Approved by LCDR VINCE DEL GRECO, ROICC with
PWD YORKTOWN, via Email.
Approved by LCDR VINCE DEL GRECO, ROICC with
PWD YORKTOWN, via Email.
G R
A D
IN
G
P
LA
N
S E
G R
E G
A
TI
O N
F A
C
IL
IT
IE
S
DRG MTH DLB
1" = 30'
12941860
CG105
DLB
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
LA
N
T
PD
C C
O R
E N
AV
AL
S
TA
TI
O
N N
O R
FO
LK
, V
IR
G
IN
IA
N
AV
AL
W
EA
PO
N S
ST
AT
IO
N
YO
R
KT
O
W N
, V
IR
G
IN
IA
03/26/2026
MME/WJW
JWJ
HPN
1737010
EM
O
VE
D E
R R
O N
EO
U
S H
AT
C
H 6/
PWD YORKTOWN, via Email.
P -1
W
E A
P O
N S
M A
G A
ZI
N
E S
A
A
A
A
A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 13"
AutoCAD SHX Text 11"
AutoCAD SHX Text 16"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS)
AutoCAD SHX Text
6" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
6" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
6" E. SAN.
AutoCAD SHX Text
(ABAND.; GIS LOC.)
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
8" E. SAN.
AutoCAD SHX Text
PT#72
AutoCAD SHX Text 51.6
AutoCAD SHX Text 52.7
AutoCAD SHX Text 52.2
AutoCAD SHX Text 51.85
AutoCAD SHX Text 51.36
AutoCAD SHX Text 52.2
AutoCAD SHX Text 51.93
AutoCAD SHX Text 53.2
AutoCAD SHX Text 45.4
AutoCAD SHX Text 56.52
AutoCAD SHX Text 52.82
AutoCAD SHX Text 51.87
AutoCAD SHX Text 52.94
AutoCAD SHX Text 53.5
AutoCAD SHX Text 57.4
AutoCAD SHX Text 57.4
AutoCAD SHX Text 55.3
AutoCAD SHX Text 50.6
AutoCAD SHX Text 49.6
AutoCAD SHX Text 55.3
AutoCAD SHX Text 57.5
AutoCAD SHX Text 49.0
AutoCAD SHX Text 52.9
AutoCAD SHX Text 49.71
AutoCAD SHX Text 51.5
AutoCAD SHX Text 52.1
AutoCAD SHX Text 52.3
AutoCAD SHX Text 51.8
AutoCAD SHX Text 50.3
AutoCAD SHX Text 51.1
AutoCAD SHX Text 49.09
AutoCAD SHX Text 48.86
AutoCAD SHX Text 51.6
AutoCAD SHX Text 50.3
AutoCAD SHX Text 47.43
AutoCAD SHX Text 47.34
AutoCAD SHX Text 44.82
AutoCAD SHX Text 43.23
AutoCAD SHX Text 42.10
AutoCAD SHX Text 50.6
AutoCAD SHX Text 49.6
AutoCAD SHX Text 43.7
AutoCAD SHX Text 47.4
AutoCAD SHX Text 47.0
AutoCAD SHX Text 47.0
AutoCAD SHX Text 45.1
AutoCAD SHX Text 43.2
AutoCAD SHX Text 42.3
AutoCAD SHX Text 43.8
AutoCAD SHX Text 44.7
AutoCAD SHX Text 45.4
AutoCAD SHX Text 46.4
AutoCAD SHX Text 48.1
AutoCAD SHX Text 47.9
AutoCAD SHX Text 45.5
AutoCAD SHX Text 44.5
AutoCAD SHX Text 45.7
AutoCAD SHX Text 47.9
AutoCAD SHX Text 46.9
AutoCAD SHX Text 46.0
AutoCAD SHX Text 44.8
AutoCAD SHX Text 43.0
AutoCAD SHX Text 42.1
AutoCAD SHX Text 42.7
AutoCAD SHX Text 42.9
AutoCAD SHX Text 43.2
AutoCAD SHX Text 44.7
AutoCAD SHX Text 44.6
AutoCAD SHX Text 46.0
AutoCAD SHX Text 46.0
AutoCAD SHX Text 46.9
AutoCAD SHX Text 46.8
AutoCAD SHX Text 47.6
AutoCAD SHX Text 47.9
AutoCAD SHX Text 48.5
AutoCAD SHX Text 49.8
AutoCAD SHX Text 49.0
AutoCAD SHX Text 41.4
AutoCAD SHX Text 43.1
AutoCAD SHX Text 43.7
AutoCAD SHX Text 44.2
AutoCAD SHX Text 44.2
AutoCAD SHX Text 44.0
AutoCAD SHX Text 42.4
AutoCAD SHX Text 43.7
AutoCAD SHX Text 44.9
AutoCAD SHX Text 46.3
AutoCAD SHX Text 46.5
AutoCAD SHX Text 46.3
AutoCAD SHX Text 44.7
AutoCAD SHX Text 43.6
AutoCAD SHX Text 44.7
AutoCAD SHX Text 43.2
AutoCAD SHX Text 41.1
AutoCAD SHX Text 45.1
AutoCAD SHX Text 44.9
AutoCAD SHX Text 44.3
AutoCAD SHX Text 43.4
AutoCAD SHX Text 42.5
AutoCAD SHX Text 43.2
AutoCAD SHX Text 40.1
AutoCAD SHX Text 42.8
AutoCAD SHX Text 42.0
AutoCAD SHX Text 38.6
AutoCAD SHX Text 41.6
AutoCAD SHX Text 41.2
AutoCAD SHX Text 37.5
AutoCAD SHX Text 39.8
AutoCAD SHX Text 32.9
AutoCAD SHX Text 39.4
AutoCAD SHX Text 47.4
AutoCAD SHX Text 49.2
AutoCAD SHX Text 49.0
AutoCAD SHX Text 48.6
AutoCAD SHX Text 49.3
AutoCAD SHX Text 49.8
AutoCAD SHX Text 49.3
AutoCAD SHX Text 48.9
AutoCAD SHX Text 48.2
AutoCAD SHX Text 47.2
AutoCAD SHX Text 45.9
AutoCAD SHX Text 44.7
AutoCAD SHX Text 44.0
AutoCAD SHX Text 44.3
AutoCAD SHX Text 44.7
AutoCAD SHX Text 46.5
AutoCAD SHX Text 45.9
AutoCAD SHX Text 47.1
AutoCAD SHX Text 48.5
AutoCAD SHX Text 49.5
AutoCAD SHX Text 50.0
AutoCAD SHX Text 50.3
AutoCAD SHX Text 44.8
AutoCAD SHX Text 44.6
AutoCAD SHX Text 45.0
AutoCAD SHX Text 45.9
AutoCAD SHX Text 47.7
AutoCAD SHX Text 48.3
AutoCAD SHX…
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