CG103.pdf
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- Solicitation number
- N40085-19-R-9148
About this file
This solicitation is for the construction of Marine Raider Regiment Headquarters facilities at Marine Corps Air Station Camp Lejeune. The project scope includes constructing 2,788 square meters of headquarters buildings and support structures, along with associated site utilities, parking, roadways, trails, and stormwater management features. The structures will be single-story steel buildings with brick, metal panels and standing seam roofs. Special requirements include withstanding soil surcharge loads and implementing stormwater best management practices. Electrical, mechanical, plumbing and information systems will be designed and installed to support the facilities. The project will provide antiterrorism/force protection features and adhere to Department of Defense and Marine Corps security standards. Low-impact development approaches and geospatial data surveying services are also included. The Department of the Navy Naval Facilities Engineering Command issued the solicitation.
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WETLAND
WETLAND
50' WETLAND BUFFER (TYP)
B
U
F
F
E
R
100' STREAM BUFFER (TYP)
TOP OF LEVEL
SPREADER = 16.00
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P-1395
SKIMMER SEDIMENT
BASIN/SAND FILTER
FOREBAY
SANDFILTER
LEVEL
SPREADER/
VEGETATED
FILTER
STRIP
C
B
C
B
C
B
FFE = 27.5
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W
W
W
W
W
W
W
W
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C
P
18" RCP
R
C
P
P
P
P
P
P
P
P
P
P
G
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G
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6" PVC COLLECTOR PIPE @ 0.5%
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F
O
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I L
A
C
27.50
27.40
27.50
27.50
27.30
27.35
27.35
27.35
27.35
27.50
27.40
DI-A5
DI-A4
DI-A6
DI-A2
CB-B3
DI-B3.1
DI-B2.2
CB-B2
CB-B2.1
SF OCS
FES-A1
FES-B1
SF MH
DI-A3
27.50
27.50
27.50
27.50
27.50
27.50
27.20
26.60
26.75
26.45
26.75
26.75
26.85
26.85
26.80
26.60
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L
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E
C
T
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F
U
N
D
A
T
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N
A
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N
A
G
E
OUTLET
PROTECTION
A5
C-509
OUTLET
PROTECTION
A5
C-509
23.76
23.46
22.84
22.50
23.50
23.50
25.50
23.69
24.33
14.50
26.50
23.50
22.75
22.13
CO
CO-C1
CO
CO-C2
CO
CO-C3
CO
CO-C4
18" RCP
CO
CO-C9
SF FES
'STORM B' STRUCTURE DATA
STRUCTURE RIM
CB-B2
CB-B2.1
CB-B3
CB-B4
DI-B2.2
DI-B3.1
DI-B4.1
DI-B5
302723.69
302852.13
302758.78
302707.27
302863.07
302888.76
2468529.19
2468456.11
2468591.17
2468511.71
2468384.86
2468492.09
23.00
26.70
22.90
23.10
26.10
26.50
18.44 (SW) 18" RCP
18.44 (NW) 18" RCP
21.43 (NE) 18" RCP
21.43 (W) 18" RCP
18.60 (SW) 8" HDPE COLLECTOR
17.90 (SE) 24" RCP
21.23 (SE) 18" RCP
18.28 (S) 18" RCP
18.56 (NE) 18" RCP
21.70 (E) 18" RCP
21.69 (SW) 18" RCP
FES-B1 302642.33 2468532.26 17.00 (NE) 24" RCP
302680.74 2468562.05 22.00
17.36 (NW) 24" RCP
17.86 (E) 18" RCP
17.86 (N) 18" RCP
17.26 (SW) 24" RCP
302673.00 2468598.83 21.80
18.05 (W) 18" RCP
NORTHING EASTING
INV. IN INV. OUT
'STORM B' PIPE DATA
PIPE DESC LENGTH SLOPE
START
STRUCTURE
END
STRUCTURE
24" RCP
24" RCP
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
0.53%
1.0%
0.5%
1.89%
0.5%
0.38%
0.5%
0.5%
FES-B1
CB-B2
CB-B2
CB-B3
CB-B2
CB-B4
CB-B3
CB-B4
CB-B2
CB-B3
DI-B2.2
CB-B4
CB-B2.1
DI-B4.1
DI-B3.1
DI-B5
4" HDPE
4" HDPE
4" HDPE
4" HDPE
1.00%
1.00%
1.00%
1.00%
CO-C2
CO-C1
CO-C4
CO-C3
8" HDPE COLLECTOR
8" HDPE COLLECTOR
8" HDPE COLLECTOR
8" HDPE COLLECTOR
'STORM C' PIPE DATA
PIPE DESC LENGTH SLOPE
START
STRUCTURE
END
STRUCTURE
8" HDPE 152 2.00% CO-C9 DI-B3.1
'STORM C' STRUCTURE DATA
STRUCTURE RIM
CO-C2
CO-C3
CO-C4
CO-C1
NORTHING
302665.67
302650.48
302634.29
302680.87
EASTING
2468444.78
2468424.93
2468405.08
2468464.64
26.78
26.78
26.78
INV. IN
20.16 (NW) 4" HDPE
20.66 (NW) 4" HDPE
21.16 (NW) 4" HDPE
19.66 (SE) 4" HDPE
INV. OUT
20.16 (SE) 4" HDPE
20.66 (SE) 4" HDPE
21.16 (SE) 4" HDPE
26.77
19.66 (NW) 4" HDPE
CO-C9
302614.15 2468390.15 26.38
21.64 (SE) 8" HDPE
'SF STORM' PIPE DATA
PIPE DESC
18" RCP
18" RCP
LENGTH
SLOPE
1.10%
2.46%
START
STRUCTURE
SF MH
SF MH
END
STRUCTURE
SF FES
SF OCS
'SF STORM' STRUCTURE DATA
STRUCTURE
SF FES
SF MH
SF OCS
NORTHING
302491.17
302479.87
302490.13
EASTING
2468604.76
2468600.85
2468567.08
RIM
19.38
19.00
INV. IN
14.50 (S) 18" RCP
14.63 (W) 18" RCP
INV. OUT
14.63 (N) 18" RCP
15.50 (E) 18" RCP
REFER TO SHEET CG102 FOR STORM SYSTEM 'A' AND CONTINUANCE
OF STORM SYSTEM 'C' DATA TABLES.
REFER TO SHEET CG201 AND CG202 FOR STORM SYSTEM PROFILES
COMPLETE WITH DETAILED STATIONING, INVERT, PIPE CROSSING, AND
GRADE INFORMATION OF THE STORM SYSTEMS.
440 S. CHURCH STREET, SUITE 1000
CHARLOTTE, NC 28202
TEL (704)338-6700
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
T
A V
Y N
A V
A L
F
A C
I L I T
I E
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N G
I N
E E
R I N
G
C
O M
M A
N D
DRAWFORM REVISION: 17 APRIL 2018
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
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E R
IN
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M M
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ID
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I L L E
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UNCLASSIFIED
UNCLASSIFIED
U N
C L A
S S
I F
I E
D
M I D
L A
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O R
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M
A R
IN
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ID
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E A
D Q
U A
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TE
R S
M A
R S
O C
J A
C K
S O
N V
I L
L E
N
O R
A R
O L
I N
A
1603164
S Y
M
D E
S C
R I P
T I O
N D
A T
E A
P P
R
SGL/RMS
EJA
DLB
MATCHLINE: SEE SHEET CG102 FOR CONTINUATION
1. SEE SHEETS CS201 FOR CENTERLINE PROFILES.
2. SEE SHEETS CG201 AND CG202 FOR STORM SYSTEM
PROFILES.
3. TWO (2) 12" DIP STORM LINES @ 0% SLOPE WITH
INVERTS OF 17.00. BASINS ARE TO REMAIN
SEPARATE UNTIL EXCESS SEDIMENT HAS BEEN
REMOVED FROM THE SKIMMER SEDIMENT BASIN
AND PERMANENT STABILIZATION HAS BEEN
INSTALLED THROUGHOUT THE ENTIRE SITE. PIPES
ARE TO BE INSTALLED ONLY FOLLOWING AN INITIAL
INSPECTION FROM NCDEQ DEEMING THE
INSTALLATION OF THE PIPES ACCEPTABLE BASED
ON PERMANENT STABILIZATION OF THE SITE.
4. TRANSFORMER PAD, REFER TO ELECTRICAL
DRAWINGS. PAD ELEVATION = 27.0
5. GENERATOR PAD, REFER TO ELECTRICAL
DRAWINGS. PAD ELEVATION = 27.0
6. CHILLER PAD, REFER TO ELECTRICAL DRAWINGS.
PAD ELEVATION = 27.0
7. TREELINE SHOWN OFFSET FROM LIMITS OF
DISTURBANCE FOR GRAPHICAL CLARITY. NO
DISTURBANCE IS TO OCCUR WITHIN THE 50'
WETLAND BUFFER.
8. EMERGENCY SPILLWAY.
9. HDPE FOUNDATION UNDER SLAB DRAINAGE. SEE
SHEET A-100 FOR MORE INFORMATION.
10. HDPE FOUNDATION FRENCH DRAIN. SEE SHEET
A-100 FOR MORE INFORMATION.
11. TIE FOUNDATION DRAINAGE COLLECTOR PIPE TO
STORM DRAINAGE STRUCTURE. ENSURE POSITIVE
DRAINAGE OF OF FOUNDATION DRAINAGE PIPING.
12. BMP UNDERDRAIN. DAYLIGHT AT ELEV. 16.0 AS
SHOWN.
NOT TO SCALE
KEYMAP
RMBARM
JCC
CG103
1" = 30'
G
RA
DI
NG
A
ND
D
RA
IN
AG
E
PL
AN
CG101
CG102
CG103
30' 60'0
GRADING AND DRAINAGE PLAN 3
1" = 30'
GENERAL SHEET NOTES
NEW WORK KEYNOTES
A2
C-507
C1
C-511
N
C1
C-507
D3
C-507
A2
C-507
12794241
22822
A. SEE GRADING AND DRAINAGE NOTES ON SHEET
CG101.
B. REFER TO SHEET CG102 FOR STORM PIPE AND
STRUCTURE TABLE FOR STORM SYSTEM 'A'.
C. REFER TO DETAIL A4/C-502 FOR DI.
D. REFER TO DETAIL A1/C-503 AND C1/C-503 FOR CB.
E. REFER TO DETAIL A4/C-503 AND C4/C-503 FOR MH.
F. REFER TO DETAIL D2/C-505 FOR CO.
G. REFER TO DETAIL C1/C-504 FOR FES.
H. ALL DRAINAGE STRUCTURES MUST BE
SUPPORTED ON 12" MINIMUM BEDDING OF #57
STONE UNDERLAIN BY DRAINAGE GEOTEXTILE.
C2
C-505
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