P197_1620400 SIGN RFP_Parts 6 (1 of 11).pdf
PDF 18 MB Posted
- Solicitation number
- N4008521R2516
About this file
This solicitation requests proposals for aircraft maintenance hangar construction services at Marine Corps Air Station Cherry Point in North Carolina. The Naval Facilities Engineering Command seeks to award a firm fixed-price construction contract under solicitation number N4008521R2516. Offerors must submit proposals no later than 2:00 PM Eastern Time on July 15, 2021. The contract award is expected to occur by September 30, 2021. The successful bidder will be responsible for constructing a new aircraft maintenance hangar to support F-35B aircraft operations at MCAS Cherry Point. The hangar must meet all requirements outlined in the request for proposals and specifications.
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SAN
BM
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P-197 AIRCRAFT
MAINTENANCE HANGAR
LEGEND STORM DRAIN STRUCTURE DATA SANITARY SEWER STRUCTURE DATA
SURVEY NOTES UTILITY NOTES
VICINITY MAP
P197 AIRCRAFT
MAINTENANCE HANGAR
SHEET V-300
SHEET V-400
SHEET V-500
SHEET V-600
SHEET V-700 SHEET V-800
MATCHLINE SEE SHEET V-400
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P197 AIRCRAFT
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P197 AIRCRAFT
MATCHLINE SEE SHEET V-400
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MATCHLINE SEE SHEET V-400MATCHLINE SEE SHEET V-500
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x
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P197 AIRCRAFT
MATCHLINE SEE SHEET V-800
MATCHLINE SEE SHEET V-700
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A1
P197 - ABANDONED POL LINE LAYOUT
SCALE: 1" = 60'
NORTH
PLAN
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6TH AVENUE
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STA = 57+53.00 CL
N 426377.09
E 2632061.61
CL 2" COMBINATION AIR VALVE
STA = 55+35.74
N 426515.34
E 2631918.52
CL 12"x6" TEE
2 - 12" GATE VALVES
1 - 6" GATE VALVE
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PI STA = 56+70.23
N 426444.20
E 2632024.16
D = 45°24'07" RT
CL 45° BEND
PI STA = 57+01.08
N 426413.35
E 2632024.45
D = 45°09'53" LT
CL 45° BEND
STA = 54+46.20 WL 1
= BOL STA 0+00 WL 1C
N 426524.45
E 2631832.86
CL 12"x12" TEE
3 - 12" GATE VALVES
PI STA = 54+59.74
N 426514.96
E 2631842.52
D = 44°45'25" LT
CL 45° BEND
PI STA = 55+67.70
N 426515.50
E 2631950.48
D = 44°20'43" RT
CL 45° BEND
PI STA = 53+43.88
N 426619.66
E 2631815.55
D = 45°00'00" RT
CL 45° BEND
PI STA = 54+22.47
N 426541.07
E 2631815.93
D = 45°15'09" LT
CL 45° BEND
PI STA = 55+67.70
N 426515.50
E 2631950.48
D = 44°20'43" RT
CL 45° BEND
STA = 55+35.74, 29.75' LT
N 426545.09
E 2631918.37
D = 44°22'26" RT
CL 45° BEND
53+25 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00
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+ 0.23%
12" DIP
WATER MAIN
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
PR
OFESS IONAL
E NG I N E ER
NO
RTH CAROL I NA
NOAH T HOMA S GUTHR
I E
SEAL
047811
1" = 30'
A1
PLAN
NORTH
WATER LINE WL 1 PLAN: DOMESTIC WATER
1" = 6' (VERTICAL)
1" = 30' (HORIZONTAL)
A1 WATER LINE WL 1 PROFILE: DOMESTIC WATER
VERTICAL
HORIZONTAL
M A
T C
H
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H E
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KEY
PLAN
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SCALE IN FEET
30' 60'
SCALE IN FEET
30' 60'
0 6'
SCALE IN FEET
12'
M A
T C
H
L
I N
E
S
S
H E
LINE WL 1
PROPOSED 12" DIP
WATER MAIN
LINE WL 1C
PROPOSED 12" DIP
WATER MAIN
DWG CU113
EXISTING 10" CI
WATER MAIN
EXISTING 16" CI
WATER MAIN
EXISTING 16" CI
WATER MAIN
EXISTING 12" CI
WATER MAIN
EXISTING 12" CI
WATER MAIN
CU109 CU110
CU111
CU112
C U
CONNECTION FOR FUTURE P-199 FACILITY
6" DIP W/ RESTRAINED CAP
WATER LIMIT
OF WORK
WATER LIMIT
OF WORK
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GRAVEL
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CONC.
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CONC.
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CONC.
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CONC.
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ASPHALT
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ASPHALT
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EOI
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EOI
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EOI
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EOI
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SCO
AutoCAD SHX Text 27.2
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ETRANS
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FFE ELEV=28.98
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TMH RIM=27.27
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SCO
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SCO
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FFE ELEV=27.45
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ETRANS/4554
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FH
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FFE ELEV=28.48
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FH
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WV
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WV
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FFE ELEV=29.44
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TPED
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MARINE CORPS IPT
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NAVAL STATION - NORFOLK, VA
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PM/DM
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BRANCH MANAGER
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CHIEF ENG/ARCH
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FIRE PROTECTION
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DEPARTMENT OF THE NAVY
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SCALE:
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CONSTR. CONTR. NO.
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SHEET
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NAVFAC DRAWING NO.
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NAVAL FACILITIES ENGINEERING COMMAND
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DES
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DESCRIPTION
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DATE
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APPR
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DRAWFORM REVISION: 31 JANUARY 2017
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CHK
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SATISFACTORY TO
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APPROVED
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ACTIVITY
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FOR COMMANDER NAVFAC
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SEAL
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A/E INFO
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OF
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EPROJECT NO.:
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MCAS CHERRY POINT
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CHERRY POINT, NC
AutoCAD SHX Text 1565949
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AutoCAD SHX Text 06/18/2019
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MJD/QNT
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EJA
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DPS
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GERALD O. FRAZIER, PWD (VIA EMAIL)
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ISSUED FOR CONSTRUCTION
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A STREET
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AS NOTED
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STA = 59+34.64, 3.50' LT
CL 6" GATE VALVE
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E 2632194.06
STA = 62+55.30
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E 2632421.08
CL 12"x12" TEE
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E 2632173.60
CL 12"x8" TEE
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1 - 8" GATE VALVE
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CL 12"x12" TEE
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CL FIRE HYDRANT ASSEMBLY
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E 2632500.90
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PI STA = 63+78.91
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E 2632514.06
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PI STA = 64+13.81
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E 2632548.96
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STA = 64+42.68
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E 2632569.65
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1 - 12" GATE VALVE
1 - 4" GATE VALVE
1 - RESTRAINED MJ PLUG INSTALLED
ON THE VALVE AND TAPPED FOR A
DIELECTRIC COUPLING
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N 426127.65
E 2632317.24
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
PR
OFESS IONAL
E NG I N E ER
NO
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NOAH T HOMA S GUTHR
I E
SEAL
047811
1" = 30'
A1
PLAN
NORTH
WATER LINE WL 1 PLAN: DOMESTIC WATER
1" = 6' (VERTICAL)
1" = 30' (HORIZONTAL)
A1 WATER LINE WL 1 PROFILE: DOMESTIC WATER
VERTICAL
HORIZONTAL
M A
T C
H
L
I N
E
S
O
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S
H E
KEY
PLAN
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SCALE IN FEET
30' 60'
SCALE IN FEET
30' 60'
0 6'
SCALE IN FEET
12'
M A
T C
H
L
I N
E
S
S
H E
LINE WL 1
PROPOSED 12" DIP
WATER MAIN
EXISTING 12" UNK
WATER SERVICE
EXISTING 6" CI
WATER SERVICE
EXISTING 2" UNK
WATER SERVICE
EXISTING 16" CI
WATER MAIN
EXISTING 12" CI
WATER MAIN
CU109 CU110
CU111
CU112
C U
WATER LIMIT
OF WORK
WATER LIMIT
OF WORK
CONNECTION FOR FUTURE P-197 FACILITY
12" DIP W/ RESTRAINED CAP
CONNECTION FOR FUTURE P-228
FACILITY 8" RESTRAINED PLUG
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ECAB
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FFE ELEV=28.97
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FFE ELEV=29.01
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ETRANS
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EMH RIM=27.02
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FH
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EMH RIM=25.57
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WV
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MARINE CORPS IPT
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NAVAL STATION - NORFOLK, VA
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PM/DM
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DRAWFORM REVISION: 31 JANUARY 2017
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P204 PROJECT
AREA CURRENTLY
UNDER DESIGN
X
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X16
12.50'
N
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1" = 30'
A1 ELECTRICAL SITE PLAN - AREA 9
ES109
KEY PLAN
PLAN
NORTH
N A
V A
L
FA
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
SCALE IN FEET
30' 60'
M A
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H
L I N
E
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H
E
E T
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H
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E
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H
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S
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ES104 ES105 ES106
E S
ES133 ES134
ES135
ES128
E S
KEY PLAN
NORTH
WORK NOTES
1. PROVIDE CONCRETE ENCASED DUCT BANK. SEE SHEET E-706 FOR
FURTHER INSTRUCTIONS.
2. EXISTING SUBSTATION 'A'. REFER TO SHEET E-201 FOR
ELEVATION. STUB UP CONDUITS FOR STATION 'A' SECTIONS AS
INDICATED ON DETAIL C1 ON SHEET E-201. UPGRADE SUBSTATION
'A' BUS CAPACITY FROM 1200A TO 2000A. REFER TO THE
INSTRUCTIONS ON SHEET ES001.
3. DEMOLISH SWITCH.
4. PROVIDE PAD MOUNTED TRANSFORMER FOR FIRE PUMP
BUILDING. SEE DETAIL C1 ON SHEET ES504. SEE SHEET E-701 FOR
RISER DIAGRAM.
5. PROVIDE LOAD BANK FOR GENERATOR TESTING. SEE RISER AND
ONE LINE DIAGRAMS.
6. DISCONNECT LIGHTS FROM SOURCE OF POWER. REMOVE
EXISTING LIGHT AND POLE. SALVAGE FOR REINSTALLATION.
DEMOLISH POLE BASE, CONDUCTORS AND UNDERGROUND
CONDUIT COMPLETE. TYPICAL OF 10 ALONG 'C' STREET. SEE
SHEET ES105 AND ES110.
7. PROVIDE NEW POLE BASE AND REINSTALL EXISTING LIGHTS AND
POLES SALVAGED DURING DEMOLITION. SEE WORK NOTE 6 THIS
SHEET.
8. PROVIDE (1) 1" SCHED 80 PVC CONDUIT MINIMUM OF 18" BFG FOR
EACH SITE LIGHTING CIRCUIT.
9. PROVIDE MANHOLE. SEE SHEET E-706 FOR FURTHER
INSTRUCTIONS.
10. SEE SHEET ES135 FOR NEW WORK.
11. PROVIDE 6-WAY SF6 SWITCH. SEE DETAIL A1 ON SHEET ES504.
SEE SHEETS E-705 / E-706 FOR FURTHER INSTRUCTIONS.
12. PROVIDE TWO (2) 4-POINT SECTIONALIZER CABINETS. SEE SHEETS
E-705 / E-706 FOR FURTHER INSTRUCTIONS.
13. NEW DUCT BANK TO BE DIRECTLY ADJACENT TO EXISTING DUCT
BANK.
14. PROVIDE STANDBY GENERATOR FOR PUMP HOUSE. SEE SHEETS
E-700 AND E-701 FOR FURTHER INSTRUCTIONS. SEE DETAIL A1 ON
SHEET ES504.
15. PROVIDE CONCRETE PAD FOR GENERATOR, TRANSFORMER,
LOADBANK AND SWITCHGEAR. SEE SHEET E-505 AND CIVIL
SHEETS FOR ADDITIONAL INFORMATION.
16. DIV. 23 TO PROVIDE (1) PAD MOUNTED FUEL POLISHING PUMP
SYSTEM FOR THE GENERATOR. CONNECT TO PANEL PHLV,
CIRCUIT 6. SEE M503 FOR FURTHER DETAILS.
17. PROVIDE SWITCHGEAR FOR OVERCURRENT PROTECTION FOR
FIRE PUMPS. SEE SHEET E-706 FOR FURTHER INSTRUCTIONS.
18. PROVIDE A C-CHANNEL RACK FOR FUEL POLISHING UNIT.
MATCH LINE
SHEET ES135
MATCH LINE SHEET ES135
GENERAL NOTES
1. REFER TO CABLE SCHEDULE ON ES001 FOR CONDUCTOR SIZES.
2. REFER TO SHEET E-501 FOR LIGHTING FIXTURE SCHEDULE.
1" = 30'
C1 ELECTRICAL SITE PLAN - AREA 9
PLAN
NORTH
SCALE IN FEET
30' 60'
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JMR
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GERALD O. FRAZIER, PWD (VIA EMAIL)
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ISSUED FOR CONSTRUCTION
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NEW BEQ
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PI STA = 19+95.34
N 426063.05
E 2632412.09
D = 45°11'45" LT
CL 45° BEND
PI STA = 20+22.98
N 426063.48
E 2632439.73
D = 45°00'00" RT
CL 45° BEND
STA = 20+45.60
N 426047.77
E 2632456.00
CL 20"x20" TEE
3 - 20" BUTTERFLY VALVES
PI STA = 21+30.04
N 425988.97
E 2632516.61
D = 45°00'00" LT
CL 45° BEND
PI STA = 21+63.56
N 425989.50
E 2632550.13
D = 45°06'01" RT
CL 45° BEND
STA = 20+92.60
N 426015.03
E 2632489.72
CL 3" COMBINATION
AIR VALVE
6TH AVENUE
6TH AVENUE
A
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18+00 19+00
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EXISTING GRADE
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P R
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+ 0.34%
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I
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E
L
S T
20" DIP
WATER MAIN
F I R
E
W
A T
N
E
W
L
P L
O
F I L
E
S
S
CU204
KEY PLAN
N A
V A
L
FA
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
PR
OFESS IONAL
E NG I N E ER
NO
RTH CAROL I NA
NOAH T HOMA S GUTHR
I E
SEAL
047811
1" = 30'
A1
PLAN
NORTH
WATER LINE WL 11 PLAN: FIRE WATER
1" = 6' (VERTICAL)
1" = 30' (HORIZONTAL)
A1 WATER LINE WL 11 PROFILE: FIRE WATER
VERTICAL
HORIZONTAL
KEY
PLAN
NORTH
SCALE IN FEET
30' 60'
SCALE IN FEET
30' 60'
0 6'
SCALE IN FEET
12'
M A
T C
H
L
I N
E
S
O
M
S
H E
LINE WL 11
PROPOSED 20" DIP
WATER MAIN
CONNECTION FOR FUTURE P-197 FACILITY
20" DIP W/ RESTRAINED CAP AND BLOWOFF ASSEMBLY
EXISTING 16" CI
WATER MAIN
M A
T C
H
L
I N
E
S
S
H E
WATER LIMIT
OF WORK
WATER LIMIT
OF WORK
CU202
CU203
CU204
CU205
C U
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ML
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MDH
S
S
S
S
EOL STA 25+32.48
N 425723.54
E 2632794.27
CL RESTRAINED CAP
CONNECTION POINT
FOR FUTURE P-226
AND P-228 FACILITIES
24+00 25+00
LOW LOW LOW LOW
L
O
W
L
O
W
L
O
W
L
O
W
L
O
W
LOWLOWLOWLOW
DW
FW FW
PI STA = 25+03.56
N 425752.46
E 2632793.87
D = 45°00'00" RT
CL 45° BEND
24+00 24+50 25+00 25+50 26+00
P
W
E R
F L
E
L
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P R
P
W
E R
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T R
A I N
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C L
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E
C
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L E
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N O
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P V
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E
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+ 0.35%
T R
E N
E
C K
S T
EXISTING
GRADE
20" DIP
WATER MAIN
P
W
E R
F L
E
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S T
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
PR
OFESS IONAL
E NG I N E ER
NO
RTH CAROL I NA
NOAH T HOMA S GUTHR
I E
SEAL
047811
1" = 30'
A1 WATER LINE WL 11 PLAN: FIRE WATER
1" = 6' (VERTICAL)
1" = 30' (HORIZONTAL)
A1 WATER LINE WL 11 PROFILE: FIRE WATER
VERTICAL
HORIZONTAL
KEY
PLAN
NORTH
SCALE IN FEET
30' 60'
SCALE IN FEET
30' 60'
0 6'
SCALE IN FEET
12'
M A
T C
H
L
I N
E
S
O
M
S
H E
PLAN
NORTH
LINE WL 11
PROPOSED 20" DIP
WATER MAIN
WATER LIMIT
OF WORK
CU202
CU203
CU204
CU205
C U
LIMIT OF KNOWN
CONTAMINATION
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EMH RIM=25.64
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MW
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MWELL
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CONC.
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GRASS
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CONCRETE
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GRASS
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PM/DM
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AutoCAD SHX Text
DES
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SYM
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DATE
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APPR
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AutoCAD SHX Text 1565949
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AutoCAD SHX Text 6/21/19
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MDH
SSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S S
S S
S S
IW IW
TB
SW
SW
6+00
7+00
8+00
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DW DW DW DW DW DW DW DW DW DW DW
D
W
D
W
F W
D W
D W
FW FW FW FW FW
FW
F
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D D
C P
C P
C P
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C P
C P
C P
C P
SS
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S S
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A A A
A
MH D4
Sta=6+55.70
N=426314.7412
E=2632298.0108
MH D5
Sta=8+47.88
N=426181.6472
E=2632436.6483
MH D6
Sta=8+97.88
N=426217.4825
E=2632471.5171
ATCT MH
N=426109.1063
E=2632313.0873
INV OUT = 16.08 (6" NE)
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
S = -0.26%
12" DIP
S = -0.26%
12" DIP
S = -0.27%
12" DIP
D R
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U S
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M
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D
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
PR
OFESS IONAL
E NG I N E ER
NO
RTH CAROL I NA
NOAH T HOMA S GUTHR
I E
SEAL
047811
1" = 30'
B1 SANITARY SEWER PLAN: LINE D
1" = 6' (VERTICAL)
1" = 30' (HORIZONTAL)
A1 SANITARY SEWER PROFILE: LINE D
VERTICAL
HORIZONTAL
SCALE IN FEET
30' 60'
SCALE IN FEET
30' 60'
0 6'
SCALE IN FEET
12'
PLAN
NORTH
SANITARY SEWER
LIMIT OF WORK
PROPOSED LINE D
12" DIP SANITARY SEWER
EXISTING GRADE
M A
T C
H
L
I N
E
S
T
O
S
H E
M A
T C
H
L
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S
H E
89.9°90.1°
90.62°
74.25°
90.39°
P228 PROJECT AREA
CURRENTLY UNDER DESIGN
KEY PLAN
NORTH
CU330CU331
C U
C U
C U
CU341
CU322
C
U
CU323
CU324
CU343
WORK NOTES
1. SEE DROP MANHOLE DETAIL DWG CU522.
2. CONTRACTOR SHALL MAINTAIN EXISTING FLOW PATTERN WITHIN
NEWLY CONSTRUCTED MANHOLE UNTIL FINAL DEMOLITION IS
COMPLETED. AT FINAL DEMOLITION, ALL PIPES SHALL BE TOTALLY
REMOVED AND THE PIPE KNOCK OUTS SHALL BE FILLED WITH
NON-SHRINK GROUT. REMOVE EXISTING BENCH AND TROUGH AND
INSTALL NEW TO MATCH CONSTRUCTED FLOW PATH THROUGH
STRUCTURE. SEE DOGHOUSE MANHOLE DETAIL DWG CU522.
3. CONTRACTOR TO INSTALL 6" PIPE AT 1.00% SLOPE.
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6TH AVENUE
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D STREET EXTENSION
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REINDEER ROAD
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MULE ROAD
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WOMBAT ROAD
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RMH JMB NTG
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12793745
I W
I W
I W
I W
IW
IW
IW
I
W
I
W
I W
I W
I W
I W
I W
I W
S S
S S
S S
SS
SS
SSSSSS
SSSSSSSS
SSSSSS
SS
IW
I W
I W
I W
I W
S S
S S
S
S
S
S
S
S
S
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SSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S S
IW IW IW IW IW IW IW IW IW IW IW
S S
SS
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S S
S
S
S
S
S
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S
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S
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S S
S S
S S
S S
S S
S S
SW
11+00
12+00
13+00
D
W
DW DW DW DW
D
W
FW FW FW FW FW FW FW
CPCPCPCPCPCP
CPCPCPCPCPCP
CPCPCPCPCPCP
CPCPCPCPCPCP
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
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C P
C P
C P
SS
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P228 PROJECT
AREA CURRENTLY
UNDER DESIGN
P228 PROJECT
AREA CURRENTLY
UNDER DESIGN
A
A
A
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A
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A A
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MH D7
Sta=11+27.88
N=426058.8784
E=2632638.0847
MH D8
Sta=13+74.18
N=425889.0322
E=2632816.4587
MH 9M-2
Sta=15+33.24
N=425735.9972
E=2632773.1217
11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
S = -0.30%
10" DIP
S = -0.26%
12" DIP
D
I A
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E
D O
G H
O U
D
D
I A
S T
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E
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E D
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I N
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E D
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E R
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N I T
A R
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P L A
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F I
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O L
S
CU324
KEY PLAN
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
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ID
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
PR
OFESS IONAL
E NG I N E ER
NO
RTH CAROL I NA
NOAH T HOMA S GUTHR
I E
SEAL
047811
1" = 30'
B1 SANITARY SEWER PLAN: LINE D
1" = 6' (VERTICAL)
1" = 30' (HORIZONTAL)
A1 SANITARY SEWER PROFILE: LINE D
VERTICAL
HORIZONTAL
KEY PLAN
NORTH
SCALE IN FEET
30' 60'
SCALE IN FEET
30' 60'
0 6'
SCALE IN FEET
12'
PLAN
NORTH
SANITARY SEWER
LIMIT OF WORK
CU330CU331
C U
C U
C U
CU341
CU322
C
U
CU323
CU324
CU343
PROPOSED LINE D
12" DIP SANITARY SEWER
EXISTING GRADE
M A
T C
H
L I N
E
S
T
O
S
H E
90.45°
117.79°
180°
62.2°
WORK NOTES
1. CONTRACTOR TO GROUT IN NEW LINE D INTO EXISTING MH.
2. CONTRACTOR SHALL MAINTAIN EXISTING FLOW PATTERN WITHIN
NEWLY CONSTRUCTED MANHOLE UNTIL FINAL DEMOLITION IS
COMPLETED. AT FINAL DEMOLITION, ALL PIPES SHALL BE TOTALLY
REMOVED AND THE PIPE KNOCK OUTS SHALL BE FILLED WITH
NON-SHRINK GROUT. REMOVE EXISTING BENCH AND TROUGH AND
INSTALL NEW TO MATCH CONSTRUCTED FLOW PATH THROUGH
STRUCTURE. SEE DOGHOUSE MANHOLE DETAIL DWG CU522.
3. CONTRACTOR TO STUB OUT AND CAP 15' OF 8" PVC FOR FUTURE P228
CONNECTION AT 0.40% SLOPE.
4. EXISTING REMEDIATION SYSTEM PIPING. SEE SHEETS C-005 TO C-009
FOR ADDITIONAL INFORMATION.
KNOWN LIMITS OF
CONTAMINATION
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EOI
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EOI
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EOI
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EMH RIM=25.64
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MW
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MWELL
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WV
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FH
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FH
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WV
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LP
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PIV
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BOL
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BOL
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LP
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PIV
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BOL
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BOL
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BOL
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BOL
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BOL
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BOL
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AC
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BOL
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MW
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MWELL
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MW
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MWELL
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SCO
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ST44
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ST101
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ST114
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ST110
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ST108
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ST109
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ST94
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ST100
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ST99
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ST98
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ST102
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ST284
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ST97
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ST96
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ST103
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ST95
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ST105
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(ST) 24" RCP (52)
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(ST) 15" RCP (67)
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(ST) 15" RCP (66)
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(ST) 15" RCP (68)
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(ST) 24" RCP (117)
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(ST) 12" RCP (310)
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(ST) 15" RCP (125)
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(ST) 15" RCP (126)
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(ST) 15" RCP (128)
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(ST) 6" PVC (120)
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(ST) 12" RCP (119)
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(ST) 12" RCP (121)
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(ST) 12" RCP (122)
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(ST) 12" RCP (123)
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(ST) 15" RCP (124)
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(ST) 30" RCP (145)
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(ST) 8" PVC (135)
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(ST) 12" RCP (137)
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(ST) 12" RCP (136)
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(ST) 12" RCP (138)
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(ST) 15" RCP (356)
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8" CLAY (20)
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8" CLAY (21)
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8" CLAY (16)
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8" CI (18)
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8" CLAY (17)
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8" CLAY (19)
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SS8
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SS9
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SS21
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SS22
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SS20
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SS18
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10" CLAY (42)
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10" CLAY (43)
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10" CLAY (44)
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8" CLAY (46)
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8" CLAY (47)
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8" CLAY (49)
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8" CLAY (45)
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8" CLAY (48)
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SS846
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SS847
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SS850
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6" CLAY (928)
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8" CLAY LAT (930)
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8" CLAY (931)
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8" CLAY (932)
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6" CLAY LAT (933)
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8" CLAY (935)
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8" CLAY (937)
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ST958
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ST961
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(ST) 12" RCP (1036)
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(ST) 15" RCP (1037)
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(ST) 24" RCP (1048)
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ST962
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(ST) 18" RCP (1049)
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(ST) 24" RCP (1050)
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(ST) 24" RCP (1051)
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(ST) 8" PVC (1057)
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TO BLDG 1699
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TO BLDG 140
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TO BLDG 4157
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A STREET
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TO PARKING LOT
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TO FLIGHTLINE
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CONC.
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CONC.
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ASPHALT
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GRASS
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GRASS
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GRASS
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96" CHAIN LINK FLIGHT LINE FENCE
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6TH AVENUE
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A STREET
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CONCRETE
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CONCRETE
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CONCRETE
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GRASS
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GRASS
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SUB B
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MH
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MH
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MH
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MH
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MH
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MH
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MARINE CORPS IPT
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NAVAL STATION - NORFOLK, VA
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PM/DM
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BRANCH MANAGER
AutoCAD SHX Text
CHIEF ENG/ARCH
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FIRE PROTECTION
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DEPARTMENT OF THE NAVY
AutoCAD SHX Text A
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SCALE:
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CONSTR. CONTR. NO.
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SHEET
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NAVFAC DRAWING NO.
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NAVAL FACILITIES ENGINEERING COMMAND
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DES
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DRW
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SYM
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DESCRIPTION
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DATE
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APPR
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DRAWFORM REVISION: 31 JANUARY 2017
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CHK
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SATISFACTORY TO
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APPROVED
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ACTIVITY
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DATE
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FOR COMMANDER NAVFAC
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SEAL
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A/E INFO
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OF
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EPROJECT NO.:
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MCAS CHERRY POINT
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CHERRY POINT, NC
AutoCAD SHX Text 1565949
AutoCAD SHX Text
AutoCAD SHX Text 06/18/2019
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MJD/QNT
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EJA
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DPS
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GERALD O. FRAZIER, PWD (VIA EMAIL)
AutoCAD SHX Text 6/21/19
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ISSUED FOR CONSTRUCTION
AutoCAD SHX Text O
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CTR 6809
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WRIGHT ROAD
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6TH AVENUE
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C STREET
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5TH AVENUE
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5TH AVENUE
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6TH AVENUE
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6TH AVENUE
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D STREET EXTENSION
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REINDEER ROAD
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MULE ROAD
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WOMBAT ROAD
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RMH JMB NTG
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12793746
64+00
67+00 68+00 69+00 70+00
D
10+00
10+50
11+00
C B
L
C
A T
B
S
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C B
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28' OF
15" RCP
@ 4.00%
11' OF
15" RCP
@ 4.00%
EXISTING GRADE
F I N
I S
H
G
R A
D E
10+00
10+50
11+00
11+50
12+00
12+50
13+00
M
D
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C
B M
22' OF
15" RCP
@ 4.00%
153' OF
15" RCP
@ 1.00%
128' OF
18" RCP
@ 1.27%
M
M
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H O
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FINISH GRADE
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1. 15" RCP STORM DRAIN.
2. 18" RCP STORM DRAIN.
3. 30" RCP STORM DRAIN.
4. NCDOT CONCRETE DROP INLET.
5. NCDOT CONCRETE CATCH BASIN.
6. CONSTRUCT STORM DRAIN MANHOLE ON EXISTING
STORM DRAIN.
7. CONCRETE ENDWALL (SINGLE PIPE).
8. CONSTRUCT NCDOT CONCRETE CATCH BASIN
AROUND EXISTING STORM DRAIN.
9. CUSTOMIZE "L" ENDWALL PER DETAIL.
10. CONNECT TO EXISTING DROP INLET.
11. PIPE COLLAR.
12. OVERFLOW INLET.
13. DEMOLISH EXISTING CATCH BASIN AND REPLACE
WITH 18" RCP. USE POURED IN PLACE CONCRETE
TO SECURE CONNECTION.
14. ADJUST TOP OF EXISTING MANHOLE TO MATCH
FINISH GRADE.
15. REPLACE STORM DRAIN STRUCTURE. MATCH
EXISTING LENGTH AND WIDTH AND ADJUST
STRUCTURE DEPTH AS NOTED.
C1
CU512
A1
CU511
A1
CU515
A1
CU510
A1
CU515
A1
CU516
A3
CU515
A3
CU516
KEY PLAN
N A
V A
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FA
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IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
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1305 EXECUTIVE BLVD.
SUITE 160
CHESAPEAKE, VA 23320
PR
OFESS IONAL
E NG I N E ER
NO
RTH CAROL I NA
NOAH THOMA S GUTHR
I E
SEAL
047811
KEY PLAN
NORTH
GENERAL NOTES
1. SEE SHEET CG100 FOR OVERALL GRADING AND DRAINAGE PLAN
WORK NOTES
CU414
CB-L6
STA 10+28.00 LATERAL L7
STA 64+02.86 6TH AVENUE
OFFSET = 14.00'
CB-L5
STA 10+00 LATERAL L7
STA 64+03.08 6TH AVENUE
OFFSET = 14.00'
MH-L7
STA 10+39.08 LATERAL L7
STA 64+00.60 6TH AVENUE
OFFSET = 24.83'
LATERAL L7
EXISTING MANHOLE
STA 10+00 LINE M
STA 67+11.73 6TH AVENUE
OFFSET = 25.42'
CB-M2
STA 10+00 LATERAL M1
STA 68+38.89 6TH AVENUE
OFFSET = 14.00'
CB-M3
STA 12+81.10 LINE M
STA 69+92.32 6TH AVENUE
OFFSET = 14.00'
EXISTING DROP INLET
STA 13+02.83 LINE M
STA 70+00.90 6TH AVENUE
OFFSET = 33.74'
LINE M
LINE M
30' 60'0
3' 6'0
HORZ.
1" = 30'
A1 STORM DRAIN LATERAL L7
VERT.
1" = 30'
C1 STORM DRAIN LATERAL L7 PLAN
NORTH
SCALE IN FEET
30' 60'
1" = 30'
C2 STORM DRAIN LINE M PLAN
NORTH
SCALE IN FEET
30' 60'
30' 60'0
3' 6'0
HORZ.
1" = 30'
A2 STORM DRAIN LINE M
VERT.
CU401 CU402 CU403
CU404/CU405
CU406/CU407
CU408
CU409
CU410
CU411/CU412/CU413
CU414
CU415
CU416
CU417
CU418
CU421
CU418
CU419
CU421
CU420
CU420
CU420
1. SEE SHEET CU400 FOR OVERALL STORM DRAIN PLAN.
2. SEE SHEETS CR100 TO CR112B FOR ROADWAY PLAN AND PROFILES.
3. SEE SHEETS CG100 TO CG136 FOR GRADING AND DRAINAGE PLANS.
CB-M1
STA 11+27.67 LINE M
STA 68+38.89 6TH AVENUE
OFFSET = 14.00'
AutoCAD SHX Text 27.5
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MARINE CORPS IPT
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NAVAL STATION - NORFOLK, VA
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PM/DM
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BRANCH MANAGER
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CHIEF ENG/ARCH
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FIRE PROTECTION
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DEPARTMENT OF THE NAVY
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SHEET
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NAVFAC DRAWING NO.
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DES
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SYM
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DESCRIPTION
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DATE
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APPR
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DRAWFORM REVISION: 31 JANUARY 2017
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CHK
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SATISFACTORY TO
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ACTIVITY
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DATE
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FOR COMMANDER NAVFAC
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MCAS CHERRY POINT
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CHERRY POINT, NC
AutoCAD SHX Text 1565949
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AutoCAD SHX Text 06/18/2019
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MJD/QNT
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EJA
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DPS
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GERALD O. FRAZIER, PWD (VIA EMAIL)
AutoCAD SHX Text 6/21/19
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ISSUED FOR CONSTRUCTION
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AS NOTED
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JGD
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FAL
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CCI
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STORM DRAIN PLAN AND PROFILE - LATERAL L7, LINE M
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A…
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