1737010dwg3of8VOL1.pdf
PDF 43 MB Posted
- Solicitation number
- N4008526R0020
About this file
This is a civil engineering design drawing set for a weapons magazine facility at Naval Weapons Station Yorktown in Virginia. The document package comprises grading plans, drainage profiles, stormwater management facility plans, and related civil infrastructure details for a design-bid-build project numbered P171 and contract number 1737010.
The project involves grading and site preparation for two primary areas: a magazine site with ten weapons magazines (Magazines 1-10, with Magazines 1-4 as base bid and Magazines 5-10 as options), and segregation facilities including Buildings 1 and 2 and a charging station. The design includes comprehensive drainage systems with multiple detention basins featuring sand filters, riprap-lined channels, grass-lined v-ditches, and extensive stormwater piping networks. Key civil infrastructure elements include storm structure schedules detailing outlet control structures, cleanouts, edge drains, and endwalls; ditch and channel profiles with specific grades and slopes; and foundation drain systems for the magazines incorporating 12-inch PVC underdrain collector pipes. The project encompasses grading plans across multiple sheets (CG101-CG110) showing finished and existing grades, drainage profiles (CG201-CG207), enlarged detailed plans for security gates and loading ramps (CG408-CG411), drainage details and specifications (CG501-CG504), and structure schedules (CG601-CG602) containing complete pipe and structure data with coordinates and invert elevations. The design has been approved by LCDR Vince Del Greco, ROICC, with the revision date of 14 September 2023 and a project date of 03/26/2026.
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Text version
DD
D
D
D
MAG. NO. 1352
TURKEY RD.
N
626160
72717069686766
62 65
72 71 70 69
1+00
2+00
3+00
4+00 5+00 6+00 7+00 8+00 9+00
10+001+00
2+
3+
4+
5+00 6+00 7+00 8+00 9+00
69.27
70.11 70.11
68.3968.87
70.11
68.16
69.00 69.00
67.2967.76
69.00
59 58
MAGAZINE GROUP 36
MAGAZINE 2
FFE=69.00
MAGAZINE 1
FFE=70.11
TURKEY RD
6767 67
75 76 77 78 79 808182838485 86 87 88 89 909192939495 96 97 98 99
63 62 61 60 59 58
61 60 5958
67 66 65
6766656463
52 51 52 53
676869707172
686969
5758596061626364656667
57 58 59 60 61 62 6364656667686970
5152535455565758
55565758596061626364
-0 .99
-1 .51
-2 .02
-0 .99
-1 .50
-2 .02
74.41
±MG
74.11
±MG
646566676869 646566676869
64 65 66 67 68
68697071
67.0
65.5
63.2 63.0
676869707172 68.9
66.2
64.9
65.9
72.8
±MG
71.4
59.9
±MG
73.5
±MG
71.6
66.3
±MG 63.5
62.0
64.6
64.8
61.9
58.7 58.0
±MG
71727374
68.4
TC68.97
FL68.47
67.5
67.6
70.6072.25
70.24 70.22
70.2
73.52
71.09 73.07
CG501
A4
ROAD EDGE DRAIN
VDOT UD-4
(TYP)
4' WIDE GRASS
LINED CHANNEL
ROAD EDGE DRAIN ENDWALL
(VDOT EW-12) (TYP)
ROAD EDGE DRAIN
CLEANOUT (TYP)
SEE ENLARGED PLAN,
A1/ CG408
DRY DETENTION BASIN WITH
SAND FILTER 1M, SEE ENLARGED
PLAN ON CG402
EMERGENCY SPILLWAY
CHANNEL
GRASS LINED V-DITCH
GRASS LINED
V-DITCH
GRASS LINED
V-DITCH
ROAD EDGE DRAIN
CLEANOUT (TYP)
RIPRAP LINED CHANNEL
WITH NON-WOVEN
GEOTEXTILE
GRASS LINED
V-DITCH
ROAD EDGE DRAIN
VDOT UD-4
(TYP)
ROAD EDGE DRAIN ENDWALL
(VDOT EW-12) (TYP)
TC68.10
FL67.60
GRASS LINED
V-DITCH
2' WIDE GRASS
LINED CHANNEL
(TYP)
(TYP)
DRY DETENTION BASIN WITH
SAND FILTER 5AM, SEE
ENLARGED PLAN ON CG405
DRY DETENTION BASIN
WITH SAND FILTER M5B,
SEE ENLARGED PLAN ON
CG406
GRASS LINED V-DITCH
CS509
C1
-5 .0%
-5 .0%
-5.0%-5.0%
-5.0%
70.269.6 69.068.5 68.4 69.2
66.2
5.4
-4.9%
-5.0%
1.6
-3 .8%-0 .0%
71.0
67.0
CG501
C4
T13.1 T9.1
T2
T13
T14 T3
T16
T9
T4 T5 T8
T17
T1
T6 T10
24" RCP18" RCP
" R
CP
18" RCP
" R
CP
15" RCP
36"
RCP
12" PVC12" PVC12" RCP
" R
CP
15" RCP
15" RCP
24" RCP
EW-5
CO-1
CO-2
EW-1
CO-4CO-3
EW-4
CO-16
RIPRAP LINED CHANNEL
WITH NON-WOVEN
GEOTEXTILE, WIDTH VARIES
RIPRAP LINED CHANNEL
WITH NON-WOVEN
GEOTEXTILE
74 75 76 77 78 798081828384 85 86 87 88 899091929394 95 96 97 98
6970717273
87 77
76.5
77.1
2.5:1
2.6:1
2.5:1 2.5:1 2.5:1
2.5 :1
2.5 :1
-5.0%
T182.6 % T185.0
CS509
D3
CS509
D3
T19
15" RCP18" RCP
SEE ENLARGED PLAN,
C1/ CG408
CS509
C1
CG502
A1
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
M
AT
C H
L
IN
E C
G
CG101
WJW SMT DLB
AS SHOWN
12941856
CG101
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
Approved by LCDR VINCE DEL GRECO, ROICC with
PWD YORKTOWN, via Email.
P -1
W
E A
P O
N S
M A
G A
ZI
N
E S
G R
A D
IN
G
P
LA
N
M A
G A
ZI
N
E S
IT
E
GENERAL SHEET NOTES
A. REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY NOTES.
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 CHANNELS AND DITCHES
WITH VDOT EC-2 LINING.
D. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1.
E. SEE SHEET CG601 FOR STORM SCHEDULE
AutoCAD SHX Text 80'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text 40'
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
MAG
G
P
NO
.14
N
D
D
D
D D
D
D
D
D
D
11+00 12+00 13+00 14+00 15+00
16+00
17+00
18+00
21+44
10+00 11+00 12+00 13+00 14+00 15+00
16+00
17+00
18+00
+0
20+00
+0
3+
1+00
2+00
3+
1+00
2+00
50 52
65 66
64 65 64 63 63
63 64 65
6665646362616059585756
5352 5351
38 47
39 41
59 58 57
60 59
58 57 56 55 54
45 4647 4849
64 64 65
4443 42
6566 65 66
-0 .99
-1 .94
-2 .02
-0 .99
-2 .02
-0 .99
-1 .51
-1 .51
-1 .50
2.5:1 2.5:1 2.5:1 2.5:1
2.5 :1
67.06 66.62 66.18
67.9067.90 67.90
65.96 66.33 66.77
67.6167.61 67.61
67.00 67.43 67.87
68.7168.71 68.71
58596061626364
50515253 54 5556575859606162 636363 64
55 56 57 58 59 60 61 62 63 64 65
47 50
58 55
4243444546474849
5859606162636465
58596061626364
58 56
5859606162
57 58 59 60 61 62
63 64 65
626262
B
A
CHARGING
STATION
FFE=66.67
MAGAZINE GROUP 36
MAGAZINE 3 MAGAZINE 4 MAGAZINE 5
FFE=67.90 FFE=67.61 FFE=68.71
TURKEY RD
MAG GP
TURKEY RD
53 52 51
47 46
44 42
38 40
46 47
51 52
55 56
57 58
4344454648
535453
5557 56
585960
646566
626364
UL
616263
64656667 6162 63 64 65 66 67 65666768
68 64
66.4
59.94
±MG
60.31
±MG
63.17
65.566.5
51 52 53 54
4546474849
DRY DETENTION BASIN WITH
SAND FILTER M3, SEE ENLARGED
PLAN ON SHEET CG404
EMERGENCY
SPILLWAY
CHANNEL
DRY DETENTION BASIN WITH
SAND FILTER 2M, SEE
ENLARGED PLAN ON SHEET
CG403
EMERGENCY SPILLWAY
CHANNEL
62.05
62.79
GRASS LINED V-DITCH
CG501
A4
ROAD EDGE DRAIN
VDOT UD-4
ROAD EDGE DRAIN
VDOT UD-4
67.28
ROAD EDGE DRAIN
CLEANOUT (TYP)
66.1
57.7
65.5
67.69 62.5
63.4
GRASS LINED V-DITCH
63.8 63.3
62.7 61.2
62.4
62.3
61.9
64.0
(TYP)
64.7
66.05
TC66.56
FL66.06
GRASS LINED V-DITCH
64.6
64.0
63.7
65.1
65.96
65.62
63.0
62.1
60.2 60.3
61.2 61.562.0
GRASS LINED V-DITCH
TC66.65
FL66.15
60.5
±MG
EMERGENCY SPILLWAY
CHANNEL
4' WIDE GRASS LINED CHANNEL
CG501
C4
SEE
ENLARGED
PLAN
A2/CG408
T9 P8
P6
P5
T7 P4
R2
Q3
R1
P2
Q2
P1
R3
P9
T11
R6
P7
P3
R4
R5
Q1
Q6
R7
P10
Q4
T15
T12
Q5
" R
CP
15" RCP
" R
CP
" R
CP
" R
CP
15" RCP
15" RCP
15" RCP
36"
RCP
" R
CP
15" RCP
12" PVC 12" PVC 12" PVC
" R
CP
30"
RCP
" R
CP
24" RCP
24" RCP
18" RCP
15" RCP
15" RCP
" R
CP
" R
CP
65.5
66.3
63.1 65.462.8
61.33
±MG
GRASS LINED CHANNEL,
WIDTH VARIES
SEE ENLARGED
PLAN C1/CG411
SEE ENLARGED
PLAN A3/CG410
65.24 65.24
SEE ENLARGED
PLAN A4/CG408
GRASS LINED
V-DITCH
4' WIDE GRASS
LINED CHANNEL
66.78
65.75
64.58
DRY DETENTION BASIN WITH
SAND FILTER 4BM, SEE
ENLARGED PLAN ON CG405
DRY DETENTION BASIN
WITH SAND FILTER 4CM,
SEE ENLARGED PLAN ON
CG405
(TYP)
67.28
2.5 :1
2.5 :1
67.3
67.8
67.1
67.8
67.5
68.1
75.0
76.175.6
74.675.3
76.6
66.0
TC67.76
FL67.26
TC65.98
FL65.48
60.5
±MG
61.87
±MG
61.9
61.461.7
62.62
62.11
64.6 -5 .0%
62.3
62.5
50 45
63.6 65.9
65.9
-5 .0%
-5 .1%
5.0%
-5.0%
-5 .0%
GRASS LINED V-DITCH
T9.2 P8.1 P8.2
CG501
B4
CO-8
CO-9
EW-7
CO-22
CO-10
CG501
B4
CS509
D3
2.5:1 2.5:1
67.967.4 68.768.267.667.1
858687888990 91 92 93 94 95 96
92 80
61 63 65 67
80 81 82 83 84
7576777879
68 69 70 7172 73 74
86878889 91 92 93 94 95 96 9797
80 81 82 83 84
76777879
68 69 70 7172 73 74
8788899091 92 93 94 95 96 97 98
81 82 83 84 85
77787980
69 70 7172 73 74 75
P11
15" RCP
SEE ENLARGED PLAN,
C2/ CG408
63.963.85
51.4
±MG
53.1
53.2
5' WIDE BENCH
5' WIDE BENCH5' WIDE BENCH
5' WIDE BENCH
CS509
C1
CS509
C1
CS509
D3
CG502
A1
20+19
19+00
20+00
6363 64
67 TURKEY RD
64.74
±MG
64.50
±MG
GRASS LINED V-DITCH
65.5
62.8
±MG
63.7
±MG
CG501
A4
67.28
KEY PLAN
GRAPHIC SCALE
M
AT
C H
L
IN
E C
G
M
AT
C H
L
IN
E C
G
MATCH LINE THIS SHEET
CG102
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
WJW SMT DLB
AS SHOWN
12941857
CG102
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
PWD YORKTOWN, via Email.
P -1
W
E A
P O
N S
M A
G A
ZI
N
E S
G R
A D
IN
G
P
LA
N
M A
G A
ZI
N
E S
IT
E
GENERAL SHEET NOTES
MATCH LINE THIS SHEET
M
AT
C H
L
IN
E C
G
A. REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY NOTES.
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 CHANNELS AND DITCHES
WITH VDOT EC-2 LINING.
D. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1.
E. SEE SHEET CG601 FOR STORM SCHEDULE
AutoCAD SHX Text
AutoCAD SHX Text 18" E.S.
AutoCAD SHX Text
AutoCAD SHX Text 18" E.S.
AutoCAD SHX Text
PT#13
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text T.O.B.
AutoCAD SHX Text
WOODS
AutoCAD SHX Text 65.0
AutoCAD SHX Text 65.3
AutoCAD SHX Text 65.3
AutoCAD SHX Text 63.6
AutoCAD SHX Text 64.6
AutoCAD SHX Text 64.80
AutoCAD SHX Text 64.84
AutoCAD SHX Text 62.8
AutoCAD SHX Text 63.4
AutoCAD SHX Text 63.5
AutoCAD SHX Text 62.4
AutoCAD SHX Text 62.0
AutoCAD SHX Text 63.3
AutoCAD SHX Text 63.61
AutoCAD SHX Text 64.13
AutoCAD SHX Text 64.10
AutoCAD SHX Text 65.5
AutoCAD SHX Text 66.2
AutoCAD SHX Text 80'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text 40'
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
TURKEY ROAD
TURKEY RD.
TURKEY ROAD
N
MAG GP
M
AG
G P
20+19
3+69
3+00
57 58
EMERGENCY
SPILLWAY
CHANNEL
GRASS LINED DITCH
WIDTH VARIES
CG501
A4
PROJECTS LIMITS
58.7 57.9 56.9
55.9
50.8
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
GENERAL SHEET NOTES
GRAPHIC SCALE
M
AT
C H
L
IN
E C
G
CG103
WJW SMT DLB
AS SHOWN
12941858
CG103
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
PWD YORKTOWN, via Email.
P -1
W
E A
P O
N S
M A
G A
ZI
N
E S
G R
A D
IN
G
P
LA
N
M A
G A
ZI
N
E S
IT
E
A. REFER TO SHEET V-001 FOR SURVEY CONTROL AND SURVEY NOTES.
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 CHANNELS AND DITCHES
WITH VDOT EC-2 LINING.
D. UNLESS OTHERWISE NOTED, SLOPES NOT TO EXCEED 3:1.
E. SEE SHEET CG601 FOR STORM SCHEDULE
AutoCAD SHX Text 12" E.S.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 15" E.S.
AutoCAD SHX Text
AutoCAD SHX Text 12" E.S.
AutoCAD SHX Text
AutoCAD SHX Text
PT#12
AutoCAD SHX Text 80'
AutoCAD SHX Text 0'
AutoCAD SHX Text 1"=40'
AutoCAD SHX Text 40'
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
S
D
D
RIP-RAP
.95
.30
.62
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.6
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.742
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.65
.69
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TW
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TW
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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.
8" E
. S
AN
LE
E
RD
LEE RD.
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.
O.
B.
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.W
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PR
OX
. L
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.W
AP
PR
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OC
WOODS
WOODS
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.97
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.27
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.76
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.02 47
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.35
.7
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.3
.2
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TW
.42
.8
.3
.2
.2
.4
.8
.1
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.08
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.9
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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
45.6
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.
.0
.0
.2
.5
.447
.146 .4
.3
.32
.49
.20
.5
.34
.23
.3749
.20
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.7246
.59
.16
.02
.85
.64
.35
.048
.146 .3
.3
.7
.1
.6
.7
.8
.3
.6
.6
.8
.2
.0
.2
.1
.4
.7
.4
.5
.7 51
.6
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.2
.2
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.30
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.19
.94
.3
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.5
.5
.0
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.5
.5
.652
.2
.5
.3
.3
.2
.9
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.4
.5
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.7
.3
.8
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.58 53
.45
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.90
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.42
.20
.18
.13
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.04
.71 52
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.38 53
.29
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.20
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.74
.31
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.45
.98
.20
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.01
.34
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.72
.78
.80
.66
.25
.26
.35
.73
.0 49
.5
.1 50
.5
.4
.1
.1
.5
.5
.6
.1
.8
.3
.4
.7
.7
.5
.0
.1
.5
.7
.5
.2
.6
.7
.9
.6
.450
.5
.2
.5 49
.8
.9
.8
.1
.1
.4
.4
.0
.6
.6
.5
.0
.3
.256
.2
.3
.7
.8 54
.2
.34
.2
.5
.5
.1
.5
.7
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
S
DRG MTH DLB
1" = 30'
12941859
CG104
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
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T
PD
C C
O R
E N
AV
AL
S
TA
TI
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N N
O R
FO
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, V
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IN
IA
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AV
AL
W
EA
PO
N S
ST
AT
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N
YO
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, V
IR
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IN
IA
03/26/2026
MME/WJW
JWJ
HPN
1737010
PWD YORKTOWN, via Email.
P -1
W
E A
P O
N S
M A
G A
ZI
N
E S
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
S
D
D D
D
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TP-3
TP-4
TP-2
TP-1
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T.O .S.
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T.O .B.
T.O .B.
GR
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GR
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GRAVEL
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B
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T.O.B.
T.O.B.
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T.O.B.
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8" E.W
24" E.W.
24" E.W.
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WOODS
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TW
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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 50.01
50.30
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 50.50 50.50
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
43.9
44.9
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
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NAVFAC DRAWING NO.
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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
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.
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1" = 30'
12941860
CG105
DLB
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03/26/2026
MME/WJW
JWJ
HPN
1737010
PWD YORKTOWN, via Email.
P -1
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AutoCAD SHX Text
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8" E. SAN.
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(ABAND.; GIS)
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(ABAND.; GIS LOC.)
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PT#72
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AutoCAD SHX Text 44.5
AutoCAD SHX Text 42.5
AutoCAD SHX Text 41.9
AutoCAD SHX Text 44.4
AutoCAD SHX Text 42.8
AutoCAD SHX Text 49.0
AutoCAD SHX Text 52.2
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AutoCAD SHX Text 47.4
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24"X8" REDUCER (PER RECORD DRAWINGS)
AutoCAD SHX Text 60'
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BUILDING 1
BUILDING 2
T.B.M.#234
N
51 52 53 54 55 56 57 58 59
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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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
80'0' 1"=40'
40'
A. NO SOIL SHALL LEAVE THE DISTURBED AREA SHOWN ON
THIS DRAWING. UTILIZE EXISTING MAGAZINE EARTH
COVER TO FILL EXCAVATION CREATED BY THE
DEMOLITION OF THE BUILDING AND PAVEMENTS.
COMPACT IN MAXIMUM 8-INCH LIFTS. RE-GRADE THE SITE
WITH PREFERABLE 5% SLOPES (MAXIMUM 20% (5:1)
SLOPES) AND MINIMUM SLOPES TO CREATE POSITIVE
DRAINAGE CONFORMING TO THE EXISTING DRAINAGE
PATTERNS IN GENERAL CONFORMITY TO THE PROPOSED
CONTOURS WITHOUT CREATING PONDING AREAS.
PROVIDE MINIMUM 4-FOOT WIDE SHOULDERS SLOPING
AWAY FROM ANY ADJACENT UNDISTURBED
DRIVES/ROADS AT 5% SLOPE. GRADES SHALL MATCH
EXISTING ELEVATIONS AROUND THE PERIMETER OF THE
SITE AFTER THE ADDITION OF THE TOP SOIL.
B. INSTALL EROSION CONTROL MEASURES PRIOR TO ANY
LAND DISTURBANCE.
C. STRIP AND STOCKPILE TOPSOIL PRIOR TO GRADING.
D. SOIL MUST BE GRADED AT MINIMUM 2% AND MAXIMUM
20% SLOPES TO THE CONTOURS INDICATED. IF FILLS
EXCEED 10' IN HEIGHT, INSTALL A 10' WIDE BENCH
SLOPED AT 5% GRADE PRIOR TO RESUMING FILL AT 20%
SLOPE.
E. REFER TO LANDSCAPE PLANS FOR PROCEDURES FOR
ESTABLISHMENT OF VEGETATION.
KEY PLAN
GRAPHIC SCALE
GENERAL SHEET NOTESMATCH LINE CG107
CG106
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AS SHOWN
12941861
CG106
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03/26/2026
MME/WJW
JWJ
HPN
1737010
PWD YORKTOWN, via Email.
P -1
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CG
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AutoCAD SHX Text 55.85
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AutoCAD SHX Text 51.01
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AutoCAD SHX Text 36.3
AutoCAD SHX Text 31.0
AutoCAD SHX Text 31.7
AutoCAD SHX Text 35.1
AutoCAD SHX Text 38.2
AutoCAD SHX Text 37.3
AutoCAD SHX Text 34.9
AutoCAD SHX Text 33.3
AutoCAD SHX Text 33.6
AutoCAD SHX Text 32.9
AutoCAD SHX Text 32.3
AutoCAD SHX Text 33.1
AutoCAD SHX Text 33.0
AutoCAD SHX Text 32.8
AutoCAD SHX Text 33.8
AutoCAD SHX Text 35.3
AutoCAD SHX Text 35.3
AutoCAD SHX Text 35.1
AutoCAD SHX Text 35.5
AutoCAD SHX Text 35.9
AutoCAD SHX Text 36.7
AutoCAD SHX Text 37.0
AutoCAD SHX Text 27.2
AutoCAD SHX Text 26.7
AutoCAD SHX Text 27.6
AutoCAD SHX Text 30.0
AutoCAD SHX Text 30.9
AutoCAD SHX Text 29.5
AutoCAD SHX Text 44.61
AutoCAD SHX Text 44.62
AutoCAD SHX Text 46.44
AutoCAD SHX Text 47.90
AutoCAD SHX Text 48.17
AutoCAD SHX Text 47.98
AutoCAD SHX Text 47.68
AutoCAD SHX Text 46.38
AutoCAD SHX Text 45.01
AutoCAD SHX Text 44.84
AutoCAD SHX Text 46.45
AutoCAD SHX Text 48.19
AutoCAD SHX Text 46.1
AutoCAD SHX Text 46.3
AutoCAD SHX Text 43.8
AutoCAD SHX Text 44.5
AutoCAD SHX Text 45.1
AutoCAD SHX Text 44.0
AutoCAD SHX Text 48.2
AutoCAD SHX Text 47.0
AutoCAD SHX Text 47.7
AutoCAD SHX Text 50.4
AutoCAD SHX Text 44.7
AutoCAD SHX Text 46.2
AutoCAD SHX Text 47.2
AutoCAD SHX Text 45.5
AutoCAD SHX Text 52.0
AutoCAD SHX Text 49.2
AutoCAD SHX Text 49.6
AutoCAD SHX Text 51.1
AutoCAD SHX Text 46.3
AutoCAD SHX Text 47.9
AutoCAD SHX Text 49.0
AutoCAD SHX Text 47.7
AutoCAD SHX Text 50.3
AutoCAD SHX Text 50.6
AutoCAD SHX Text 51.4
AutoCAD SHX Text 51.0
AutoCAD SHX Text 48.8
AutoCAD SHX Text 50.0
AutoCAD SHX Text 50.7
AutoCAD SHX Text 49.7
AutoCAD SHX Text 52.0
AutoCAD SHX Text 52.8
AutoCAD SHX Text 54.1
AutoCAD SHX Text 50.9
AutoCAD SHX Text 51.8
AutoCAD SHX Text 53.8
AutoCAD SHX Text 52.4
AutoCAD SHX Text 55.8
AutoCAD SHX Text 44.7
AutoCAD SHX Text 43.7
AutoCAD SHX Text 43.3
AutoCAD SHX Text 44.4
AutoCAD SHX Text 44.4
AutoCAD SHX Text 45.8
AutoCAD SHX Text 44.4
AutoCAD SHX Text 44.5
AutoCAD SHX Text 45.5
AutoCAD SHX Text 46.2
AutoCAD SHX Text 45.3
AutoCAD SHX Text 45.1
AutoCAD SHX Text 46.1
AutoCAD SHX Text 45.6
AutoCAD SHX Text 45.6
AutoCAD SHX Text 46.5
AutoCAD SHX Text 46.0
AutoCAD SHX Text 45.8
AutoCAD SHX Text 45.8
AutoCAD SHX Text 46.8
AutoCAD SHX Text 47.7
AutoCAD SHX Text 46.7
AutoCAD SHX Text 46.8
AutoCAD SHX Text 46.6
AutoCAD SHX Text 49.9
AutoCAD SHX Text 49.1
AutoCAD SHX Text 47.9
AutoCAD SHX Text 54.8
AutoCAD SHX Text 56.3
AutoCAD SHX Text 57.9
AutoCAD SHX Text 53.2
AutoCAD SHX Text 54.3
AutoCAD SHX Text 56.8
AutoCAD SHX Text 55.5
AutoCAD SHX Text 59.3
AutoCAD SHX Text 62.8
AutoCAD SHX Text 63.3
AutoCAD SHX Text 58.3
AutoCAD SHX Text 59.2
AutoCAD SHX Text 61.4
AutoCAD SHX Text 60.7
AutoCAD SHX Text 66.5
AutoCAD SHX Text 67.0
AutoCAD SHX Text 45.5
AutoCAD SHX Text 46.2
AutoCAD SHX Text 47.1
AutoCAD SHX Text 47.5
AutoCAD SHX Text 50.8
AutoCAD SHX Text 46.7
AutoCAD SHX Text 47.3
AutoCAD SHX Text 60.0
AutoCAD SHX Text 60.8
AutoCAD SHX Text 61.5
AutoCAD SHX Text 60.5
AutoCAD SHX Text 63.2
AutoCAD SHX Text 62.7
AutoCAD SHX Text 60.1
AutoCAD SHX Text 59.4
AutoCAD SHX Text 62.0
AutoCAD SHX Text 61.8
AutoCAD SHX Text 60.9
AutoCAD SHX Text 59.6
AutoCAD SHX Text 54.6
AutoCAD SHX Text 52.3
AutoCAD SHX Text 50.2
AutoCAD SHX Text 48.0
AutoCAD SHX Text 44.7
AutoCAD SHX Text 45.4
AutoCAD SHX Text 51.4
AutoCAD SHX Text 52.9
AutoCAD SHX Text 53.4
AutoCAD SHX Text 54.2
AutoCAD SHX Text 54.1
AutoCAD SHX Text 47.0
AutoCAD SHX Text 47.0
AutoCAD SHX Text 46.8
AutoCAD SHX Text 46.8
AutoCAD SHX Text 49.5
AutoCAD SHX Text 52.0
AutoCAD SHX Text 55.1
AutoCAD SHX Text 58.4
AutoCAD SHX Text 61.1
AutoCAD SHX Text 62.7
AutoCAD SHX Text 63.1
AutoCAD SHX Text 49.6
AutoCAD SHX Text 50.7
AutoCAD SHX Text 50.7
AutoCAD SHX Text 52.4
AutoCAD SHX Text 53.5
AutoCAD SHX Text 54.3
AutoCAD SHX Text 49.1
AutoCAD SHX Text 47.1
AutoCAD SHX Text 46.3
AutoCAD SHX Text 47.2
AutoCAD SHX Text 47.4
AutoCAD SHX Text 49.1
AutoCAD SHX Text 49.3
AutoCAD SHX Text 49.4
AutoCAD SHX Text 47.6
AutoCAD SHX Text 36.3
AutoCAD SHX Text 29.4
AutoCAD SHX Text 29.9
AutoCAD SHX Text 32.9
AutoCAD SHX Text 37.2
AutoCAD SHX Text 39.8
AutoCAD SHX Text 43.0
AutoCAD SHX Text 45.4
AutoCAD SHX Text 46.2
AutoCAD SHX Text 46.3
AutoCAD SHX Text 45.9
AutoCAD SHX Text 47.7
AutoCAD SHX Text 49.1
AutoCAD SHX Text 63.4
AutoCAD SHX Text 64.5
AutoCAD SHX Text 65.5
AutoCAD SHX Text 63.3
AutoCAD SHX Text 60.6
AutoCAD SHX Text 62.3
AutoCAD SHX Text 62.7
AutoCAD SHX Text 61.3
AutoCAD SHX Text 69.0
AutoCAD SHX Text 67.2
AutoCAD SHX Text 66.7
AutoCAD SHX Text 67.7
AutoCAD SHX Text 62.3
AutoCAD SHX Text 61.2
AutoCAD SHX Text 61.4
AutoCAD SHX Text 63.0
AutoCAD SHX Text 53.3
AutoCAD…
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