W912HN-20-R-3009_VOL1_AMD4.pdf
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- Solicitation number
- W912HN20R3009
About this file
This federal solicitation seeks proposals for the construction of an aircraft maintenance hangar at Hunter Army Airfield in Savannah, Georgia. The solicitation was posted on 29 October 2020 by the Department of the Army Corps of Engineers Engineering District Savannah. Proposals are due by 1:00pm ET on 15 December 2020. The solicitation package includes three drawings files and five specifications files, all as of the latest amendment date. The project involves site demolition work, grading, drainage, utilities and the construction of a new hangar and supporting facilities.
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1.) INITIAL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO PERFORMING ANY LAND DISTURBING ACTIVITIES OR REMOVALS.
2.) TOPSOIL SHALL BE STRIPPED FROM THE SITE AND STOCKPILED. TOPSOIL MAY NOT BE PILED HIGHER THAN 5 FT IF STOCKPILED ON
SITE. CONTRACTOR SHALL TEST THE TOPSOIL FOR SUITABILITY OF THE ESTABLISHMENT OF THE SPECIFIED TURF AND
LANDSCAPING. APPROVED SOIL AMENDMENTS SHALL BE ADDED TO MAINTAIN SOIL SUITABILITY.
3.) PAVEMENTS TO BE REMOVED SHALL BE SAW CUT ALONG THE EDGE OF REMOVAL, AND AT A JOINT IN PCC PAVEMENT, TO PROVIDE A
SMOOTH TIE IN OF NEW PAVEMENT. SEE BORING LOGS FOR DEPTH OF PAVEMENT. ALL PAVEMENT DEMOLISHED SHALL BE
REMOVED. DEMOLISHED PAVEMENT CANNOT BE REUSED AS BASE COURSE MATERIAL.
4.) SIDEWALKS AND CURB AND GUTTER TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT TO PROVIDE A SMOOTH TIE IN OF
NEW SIDEWALKS, CURB AND GUTTER. SAW CUT EDGES ARE TO BE PROTECTED BY THE CONTRACTOR. DAMAGED EDGES SHALL BE
RE-SAWED TO PROVIDE ONE UNIFORM EDGE, AND THE ADDITIONAL COST SHALL BE BORNE BY THE CONTRACTOR.
5.) THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE CIVIL PLAN SHEETS. THE LIMITS OF CONSTRUCTION AS SHOWN SHALL BE NOT BE
ADJUSTED WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).
6.) TEMPORARY STOCKPILE LOCATIONS OF EXCAVATED MATERIALS FROM THE INSTALLATION OF UTILITIES SHALL BE COORDINATED
WITH THE COR.
7.) BACKFILL OF THE EXCAVATED AREAS SHALL BE AS SPECIFIED IN SPECIFICATION SECTION 31 00 00, 'EARTHWORK'.
8.) THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF TRAFFIC CONTROL NEAR THE CONSTRUCTION AREA.
DEMOLITION AND REMOVAL NOTES:
1.) CONTRACTOR STAGING / LAYDOWN AREA WILL BE WITHIN THE CONSTRUCTION LIMITS. SEE SHEET
GC102 FOR LOCATIONS AND BOUNDARY COORDINATES.
CONTRACTOR STAGING AREA:
1.) ALL PROPOSED BMP'S SHALL HAVE ACCOMPANYING DRAWINGS, DESIGN CALCULATIONS, AND ANY
OTHER NECESSARY INFORMATION.
2.) ALL PROPOSED BMP'S SHALL BE INSTALLED AS DIRECTED BY THE DESIGN DRAWINGS. THE USE OF
PROPER MATERIALS, TECHNIQUE, AND TIMING ARE CRUCIAL FOR A BMP TO PERFORM AS EXPECTED
AND DESIGNED.
3.) ALL PROPOSED BMP'S SHALL BE MAINTAINED AS DIRECTED BY THE DESIGN DRAWINGS. ALL POST
CONSTRUCTION MAINTENANCE REQUIREMENTS WILL BE CONDUCTED BY HUNTER AAF. HUNTER AAF
EXPECTS THAT ALL BMP'S WILL BE PERFORMING AS DESIGNED PRIOR TO TAKING RESPONSIBILITY
FOR SAID BMP'S.
WATER QUALITY BMP STANDARD NOTES:
1.) ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY
SURROUNDING THE SITE WHICH AFFECTS OPERATIONS SHALL BE CONTINUALLY AND EFFECTIVELY
DRAINED DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE DE-WATERING
AS REQUIRED SO THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED IN THE DRY. ALL FOOTING
EXCAVATIONS SHALL REMAIN DRY AND FIRM UNTIL THE FOOTINGS ARE IN PLACE AND BACKFILLED.
DE-WATERING OF ANY SURFACE WATER, GROUND WATER TABLE, AND OR ANY PERCHED WATER
CONDITION WHICH MAY BE ENCOUNTERED DURING EXCAVATIONS SHALL BE ACCOMPLISHED BY ANY
ACCEPTABLE MEANS AS APPROVED BY THE CONTRACTING OFFICER. SEE PARAGRAPHS ON
DRAINAGE AND DE-WATERING OF SPECIFICATION SECTION 31 00 00, EARTHWORK FOR ADDITIONAL
REQUIREMENTS. ALL DE-WATERING EFFLUENT SHALL BE PUMPED THROUGH A SILT BAG AND INTO
A SEDIMENT BASIN, BEFORE LEAVING SITE.
2.) IT IS ANTICIPATED THAT SATISFACTORY DE-WATERING TO PERMIT THE REQUIRED CONSTRUCTION
CAN BE ACCOMPLISHED BY THE USE OF FRENCH DRAINS, DITCHES, TRENCHES, AND PUMPING
FROM FILTERED SUMPS. THE CONTRACTOR SHALL PERFORM WHICHEVER MEASURES THAT ARE
NECESSARY SUCH THAT ALL REQUIRED WORK IS PERFORMED IN ACCORDANCE WITH THE CONTRACT
DRAWINGS AND THE SPECIFICATIONS.
3.) ALL FILL AND CUT SLOPES SHALL BE NO STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL UNLESS
NOTED OTHERWISE ON THE DRAWINGS.
4.) SEE FINAL EROSION CONTROL SHEETS AND GRASSING SPECIFICATION FOR PERMANENT GRASSING
ON SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER.
5.) ALL STORM PIPES LOCATED UNDER PAVEMENT TO HAVE WATERTIGHT JOINTS.
6.) ALL EXISTING MANHOLES SHOWN TO REMAIN SHALL BE RAISED OR LOWERED TO MATCH THE NEW
FINISHED GRADES UNLESS NOTED OTHERWISE ON THESE PLAN SHEETS.
7.) THE CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH OTHER UTILITIES TO BE
INSTALLED. WHERE EARTHWORK CUT IS TO BE ACCOMPLISHED, ALL NEW UTILITIES SHALL BE
CONSTRUCTED WITH THE REQUIRED COVER AND COORDINATION WITH PRIVATIZED UTILITIES OF
OTHER DISCIPLINES.
8.) THE CONTRACTOR SHALL GROUT SEAL EXISTING STORM DRAINAGE STRUCTURES AT THE LOCATIONS
WHERE NEW STORM DRAINAGE PIPES TIE TO THESE STRUCTURES.
9.) CONTRACTOR SHALL VERIFY ALL LOCATIONS AND ELEVATION OF UNDERGROUND DRAINAGE AND
UTILITIES PRIOR TO CONSTRUCTION.
10.) FINISHED FLOOR ELEVATIONS ARE SHOWN ON THE DRAWINGS.
11.) CONTRACTOR IS TO PROVIDE SUPPORT AND PROTECTION OF EXISTING UTILITY LINES SUCH AS
WATER, SEWER, ETC. DURING CONSTRUCTION.
GRADING AND STORM DRAINAGE NOTES:
1.) FOR EROSION AND SEDIMENT CONTROL NOTES, SEE CE SHEETS.
EROSION CONTROL AND STABILIZATION NOTES:
1.) SEE MECHANICAL / PLUMBING SHEETS FOR LOCATIONS OF DOMESTIC WATER, FIRE WATER, AND
SANITARY SEWER BUILDING CONNECTIONS.
2.) DEMOLITION OF EXISTING AND CONSTRUCTION OF NEW ELECTRICAL, COMMUNICATION, GAS, AND
SITE MECHANICAL IS THE RESPONSIBILITY OF THE CONTRACTOR. SERVICE DISRUPTIONS MUST
BE COORDINATED WITH THE UTILITY PROVIDERS THROUGH THE COR.
3.) CONTRACTOR SHALL PROVIDE AND INSTALL WATER AND GAS METERS IN ACCORDANCE WITH THE
PLANS AND SPECIFICATIONS.
UTILITY NOTES:
1. WATER, SEWER & GAS: DEPARTMENT OF PUBLIC WORKS (DPW): CLEVELAND DARGAN (912) 228-7245
2. ELECTRICAL POWER: CANOOCHEE EMC: RICKY SIMONS (912) 347-3676 OR EMAIL AT: RSIMONS@CANOOCHEEEMC.COM
UTILITY PROVIDERS:
ENVIRONMENTAL NOTES:
1.) ONLY A CERTIFIED REFRIGERANT TECHNICIAN IS AUTHORIZED TO PERFORM WORK ON A REFRIGERANT CONTAINING UNIT. PRIOR TO
REMOVAL AND DISPOSAL OF AN EXISTING REFRIGERANT CONTAINING UNIT, ALL LIQUID REFRIGERANT MUST BE EVACUATED TO A
RECOVERY OR RECYCLE MACHINE AND DOCUMENTATION PROVIDED TO HAAF DPW ENVIRONMENTAL. THE FOLLOWING INFORMATION
MUST BE SUBMITTED TO THE AIR PROGRAM REGARDING ANY REFRIGERANT CONTAINING UNIT BEING REMOVED AND/OR INSTALLED:
MANUFACTURER, MODEL #, SERIAL #, REFRIGERANT USED (R-11, R-22, ETC.), AND CHARGE OF REFRIGERANT (IN LBS). REPLACEMENT
OF CLASS I OR II ODC CONTAINING UNITS: PHASE OUT OF CLASS I OR II ODC REFRIGERANTS WILL INCREASE LIFECYCLE COSTS AS
REFRIGERANTS BECOME HARDER/COSTLIER TO OBTAIN. TO THAT END, AND TO THE MAXIMUM EXTENT PRACTICABLE, CLASS I AND
CLASS II REFRIGERANTS SHALL BE REPLACED BY NON-ODC REFRIGERANTS THAT REDUCE OVERALL RISKS TO HUMAN HEALTH AND
THE ENVIRONMENT.
2.) REFRIGERANT THAT WILL NOT BE REUSED IN THE REPLACEMENT UNIT MUST BE HANDLED AS FOLLOWS: USABLE REFRIGERANT
MUST BE TURNED OVER TO DPW AND FOR RE-USE IN LIKE UNITS. UNUSABLE REFRIGERANT MUST BE TURNED IN TO DPW
ENVIRONMENTAL FOR PROPER DISPOSAL. USABLE R-22 NOT BEING REUSED ON POST MUST BE SENT TO THE ARMY’S ODC RESERVE
IN RICHMOND, VIRGINIA FOR USE IN MISSION CRITICAL (TACTICAL) EQUIPMENT. ANY NEW BOILER/HOT WATER HEATER/HEATING UNIT
INSTALLED, WITH A MAXIMUM HEAT INPUT RATING LESS THAN 10 MMBTU/HR, WHICH COMBUSTS LIQUID FOSSIL FUELS (FUEL OIL, NATURAL GAS, LPG, ETC.) IS CONSIDERED AN INSIGNIFICANT SOURCE OF AIR EMISSIONS AND WILL NOT NEED TO BE PERMITTED
PRIOR TO THE START OF CONSTRUCTION. THE FOLLOWING INFORMATION MUST BE SUBMITTED TO THE ENV DIV REGARDING ANY
BOILER/HOT WATER HEATER/HEATING UNIT/BURNER BEING REMOVED AND/OR BEING INSTALLED: MANUFACTURER NAME, MODEL #, SERIAL #, MAXIMUM HEAT INPUT RATING (IN BTU/HR), AND FUEL TO BE USED.
3.) GENERATORS BEING INSTALLED FOR THE PURPOSES OF EMERGENCY POWER GENERATION ARE NOT REQUIRED TO BE PERMITTED.
NEW GENERATORS ARE SUBJECT TO 40 CFR 60 SUBPART IIII PERMITTING. THIS REQUIRES THE GENERATORS HOURS OF OPERATION
TO BE TRACKED AND THE HOURS OF OPERATION BROKEN DOWN BY MAINTENANCE CHECKS OR EMERGENCY USE. EMERGENCY
GENERATORS ARE LIMITED TO 100 HOURS FOR MAINTENANCE CHECKS DURING ANY ROLLING 12-MONTH CALENDAR PERIOD. THESE
RECORDS MUST BE SUBMITTED TO THE ENVIRONMENTAL DIVISION ON A MONTHLY BASIS. ADDITIONALLY, THE FOLLOWING
INFORMATION MUST BE SUBMITTED TO THE AIR PROGRAM REGARDING ANY GENERATOR BEING REMOVED AND/OR BEING
INSTALLED: MANUFACTURER, MODEL #, SERIAL #, KW RATING, AND TYPE OF FUEL USED. ALSO, A COMPLIANCE CERTIFICATION AND
THE ORDER DATE OF THE GENERATOR ARE ALSO REQUIRED.
4.) THE ENVIRONMENTAL DIVISION WILL ALSO NEED TO BE INFORMED WHEN THIS GENERATOR IS INSTALLED AND COMES ON-LINE. FOR
GENERATORS BEING INSTALLED FOR PURPOSES OTHER THAN EMERGENCY POWER GENERATION, THIS INFORMATION IS NEEDED TO
DETERMINE IF THE GENERATOR WILL REQUIRE PERMITTING. DEPENDING ON THE NUMBER AND SIZE OF GENERATORS BEING
INSTALLED, THIS CAN TAKE 4 MONTHS FOR MODERATELY-SIZED EQUIPMENT AND UP TO 2 YEARS FOR VERY LARGE EQUIPMENT. IF A
PERMIT IS REQUIRED, IT MUST BE OBTAINED BEFORE CONSTRUCTION BEGINS. FIRE SUPPRESSION SYSTEM MUST NOT UTILIZE
CLASS 1 ODCS INCLUDING HALON 1301.
5.) THE CONTRACTOR SHALL COORDINATE FOR GEORGIA EPD APPROVAL THROUGH THE FORT STEWART GEORGIA ENVIRONMENTAL
DIVISION. THE CONTRACTOR MUST SUBMIT THREE COPIES OF THE SEWER MAIN AND LIFT STATION DRAWINGS AND SPECIFICATIONS
AT LEAST 100 DAYS PRIOR TO CONSTRUCTION. IT IS ALSO REQUIRED THAT ALL OF THESE DRAWINGS AND SPECIFICATIONS BE
STAMPED BY A GEORGIA CERTIFIED P.E. LIFT STATION REQUIREMENTS: ALONG WITH A PERMIT FROM GEORGIA EPD, AN ALARM
(VISUAL AND AUDIBLE WITH A TEST BUTTON) AND FENCE SURROUNDING THE PERIMETER OF THE LIFT STATION ARE REQUIRED. IT IS
REQUIRED THAT A SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM BE INSTALLED THAT IS COMPATIBLE WITH THE
CURRENT SYSTEM USED ON THE INSTALLATION (THERMOSTAT CONTROLLED PANEL HEATERS WILL NEED TO BE INCLUDED ON
TRANSMITTER UNITS).
6.) DRAINAGE AND DEWATERING: ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY
SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. THE
CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING AS REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE
ACCOMPLISHED WITH THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED.
REMOVAL OF SURFACE WATER, GROUNDWATER, AND ANY PERCHED-WATER CONDITIONS, WHICH MIGHT BE ENCOUNTERED DURING
EXCAVATIONS SHALL BE ACCOMPLISHED BY APPROVED MEANS. REFER TO SPECIFICATION 31 00 00 EARTHWORK FOR ADDITIONAL
REQUIREMENTS.
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SD SD SD SD SD
SANSANSAN
S
A
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A
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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
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SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
S
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N: 735067.50
E: 976969.48
N: 734808.46
E: 977269.52
N: 734736.47
E: 977252.43
N: 734932.08
E: 977298.88
N: 734989.94
E: 977311.96
N: 734631.78
E: 977249.61
N: 734638.59
E: 977251.23
N: 734637.05
E: 977227.23
N: 734643.86
E: 977228.85
N: 734605.84
E: 977402.94
N: 734611.65
E: 977399.03
REMOVE EXIST. CURB & GUTTER
REMOVE EXIST. CURB & GUTTER
REMOVE EXIST. CURB & GUTTER
REMOVE EXIST. CURB & GUTTER
TRENCH IN EXIST. PAVING
FOR NEW 16" WATER LINE
REMOVE EXIST. CONCRETE
PAVING TO LIMITS SHOWN
REMOVE EXIST. CONCRETE
PAVING TO LIMITS SHOWN
REMOVE EXIST. STRIPING
TO LIMIT SHOWN
REMOVE EXIST. CROSSWALK
STRIPING TO LIMIT SHOWN
REMOVE EXIST. STRIPING
TO LIMIT SHOWN
REMOVE
CONCRETE AT
JOINT WITH
SAWCUT
REMOVE CONCRETE AT
JOINT WITH SAWCUT
REMOVE CONCRETE
WITHIN LIMITS
REMOVE FENCE
REMOVE
FENCE
POWER POLE AND
MANHOLE TO REMAIN.
PROTECT IN PLACE.
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
REMOVE FENCE
TRENCH IN EXIST. PAVING
FOR NEW 8" WATER LINE
TO TIE IN TO EXISTING
200K STORAGE
TANK
S O
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I T
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N
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
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C A
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SCALE: 1" = 30'
30' 0' 30' 60'
KEY MAP
A B C
HGF
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H
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E
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MATCH LINE SEE SHEET CD109
M A
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H
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MATCH LINE SEE SHEET CD102
NOTES:
LOW
LOC
1. CONTRACTOR SHALL COORDINATE WITH THE POST TO
DEVELOP A TRAFFIC CONTROL PLAN AND OBTAIN
POST APPROVAL PRIOR TO IMPLEMENTING CONTROL
MEASURES AND STARTING CONSTRUCTION.
2. SEE SHEETS GC103 AND GC104 FOR CIVIL NOTES AND
LEGENDS.
3. SEE SHEETS GC201 TO GC204 FOR AIRFIELD
CONSTRUCTION PHASING PLANS, NOTES, AND
DETAILS.
4. TAXILANE AND AIRCRAFT PARKING STRIPING
REMOVALS ARE SHOWN ON GC201.
S O
L I C
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SHEET ID
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
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C A
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37.63
38.15
37.53
38.01
37.91
37.18
38.61
38.44
37.49
37.67
38.80
38.82
38.92
38.99
38.21
39.44
39.51
39.15
39.30
39.23
38.94
38.90
39.12
39.25
39.29
39.09
37.75
39.04
39.42
40.00
39.80
39.85
39.72
39.55
39.33
39.32
39.33
39.50
39.42
39.45
39.28
38.61
38.58
38.71
38.46
38.50 FG
ME 37.72
ME 38.97
ME 38.85
ME 38.68
ME 38.63
ME 37.76
.5
.0
.0
ME 39.02
ME 37.42
ME 38.37
ME 38.60
ME 38.42
ME 38.67
SD-59
SD-60
SD-55
SD-56
SD-58
EX-18
M
SD-56SD-56SD-56
SD-57
EXIST.
EOP
STORM STRUCTURE TABLE
STRUCTURE
NAME:
EX-18
SD-55
SD-56
SD-57
SD-58
SD-59
SD-60
DETAILS:
12 INCH AREA DRAIN
N: 734446.46
E: 977669.27
RIM: 38.99
INV IN: 34.09 - 15" N
INV IN: 34.09 - 15" W
INV OUT: 34.04 - 18" SW
24 INCH AREA DRAIN
N: 734934.38
E: 977689.81
RIM: 38.30
INV IN: 32.98 - 15" W
INV OUT: 32.98 - 15" E
24 INCH AREA DRAIN
N: 734933.45
E: 977714.21
RIM: 38.07
INV IN: 32.75 - 15" W
INV OUT: 32.75 - 15" E
MH - CLOSED LID
N: 734932.92
E: 977728.16
RIM: 38.22
INV IN: 32.62 - 15" W
INV OUT: 32.62 - 15" NE
CI
N: 734982.24
E: 977763.90
RIM: 37.40
INV IN: 32.16 - 15" SW
INV OUT: 32.16 - 15" NE
CI
N: 734574.62
E: 977493.99
RIM: 38.71
INV OUT: 35.09 - 15" SE
CI
N: 734556.86
E: 977510.15
RIM: 38.58
INV IN: 35.03 - 15" NW
INV OUT: 35.03 - 15" SE
S O
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SHEET ID
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
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E k6endjro 12/9/2020 2:46:38 PM P:\Civil3D Projects\Hun0400\Civil\CAD\PLAN SHEETS\PN88410_CG100-CG110.dwg
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SCALE: 1" = 30'
30' 0' 30' 60'
KEY MAP
CG102
G R
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MATCH LINE SEE SHEET CG107
M A
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NOTES:
1. IF THE PARKING AND ROAD RE-ALIGNMENT OPTION (BID
OPTION 1) IS NOT AWARDED, ANY CHANGES TO THE
EXISTING STORM DRAINAGE, ROADWAY PAVING AND
PARKING LOTS WILL NOT BE NECESSARY. ADDITIONALLY,
ANY NEW WORK IE: STORM PIPES, CURBS AND GUTTERS, OR
PAVING SHOWN ON THIS SHEET WILL ALSO NOT BE NEEDED.
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SD
SD
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
SD SD SD SD SD
SANSANSAN
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M
M
C O
M
M
C O
M
M
C O
M
M
C O
M
M
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
W
W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
S D
S D
XX
X
X
XXXXXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
XX
XX
XX
VAN
X X
X X
X X
NO
PARKING
NO
PARKING
XXXXXXXXXX
XX XX XX XX
X X
NO
PARKING
XX XX XX
200K STORAGE
TANK
8" DIP
12" DIP
8" DIP
8" DIP
6" DIP
" WATER SERVICE
SEE PLUMBING PLANS
GSE
HANGAR ADMIN
FFE=37.27
LIFT STATION
TRANSFORMER
PAD
TRANSFER
SWITCH
PAD
CHILLER
PADS
SS-2
SS-4
SS-1
8" SS
S
S
18 LF OF
4" PVC @ 1.02%
8" SS
F
M
8" DIP
8" DIP
12" DIP
EX-1
8" DIP
CONNECT TO EX. 8" WATER MAIN
WITH TAPPING SLEEVE AND VALVE
N: 734960.70
E: 977352.31
8" GATE VALVE
N: 734961.42
E: 977349.39
16" TEE WITH 16" TO 8"
REDUCERS EACH SIDE
IF WATER TOWER (BID OPTION 2)
IS NOT AWARDED, THIS IS NOT NEEDED.
N: 734974.19
E: 977297.74
8" 45 DEG BEND
N: 735026.10
E: 977087.81
8" 45 DEG BEND
N: 734958.60
E: 976975.81
8" GATE VALVE
N: 734895.99
E: 976960.29
8"x8" TEE
N: 734891.14
E: 976959.09
8" GATE VALVE
N: 734848.18
E: 976948.46
8"x8" TEE
N: 734843.33
E: 976947.25
4" CHILLED
WATER LINES (4)
SEE MECHANICAL
PLANS
8" GATE VALVE
N: 734576.17
E: 976880.99
8" GATE VALVE
N: 734562.64
E: 976877.65
8" GATE VALVE
N: 734844.53
E: 976942.40
8"x6" TEE
N: 734849.51
E: 976922.32
6" GATE VALVE
N: 734844.66
E: 976921.12
FIRE HYDRANT
N: 734838.59
E: 976919.62
FIRE WATER MAIN.
SEE FIRE PROTECTION
PLANS FOR LAYOUT
AND DETAILS
12" 45 DEG BEND
N: 734604.99
E: 976876.76
12" 45 DEG BEND
N: 734610.15
E: 976885.33
12" 45 DEG BEND
N: 734840.34
E: 976942.39
12" 45 DEG BEND
N: 734848.89
E: 976937.24
12" 45 DEG BEND
N: 734864.20
E: 976875.55
8"x6" TEE
N: 734551.12
E: 976874.82
6" GATE
VALVE
N: 734552.32
E: 976869.96
FIRE HYDRANT
N: 734554.07
E: 976862.91
3" GAS SERVICE
3" GAS SERVICE
F
YARD HYDRANT
N: 734699.43
E: 976981.87
4" TYPE K COPPER
WATER SERVICE
L A
N D
S I D
E
O
U T
S I D
E
N
C E
A I R
S I D
E
I N
S I D
E
N
C E
3" GAS SERVICE
SEE PLUMBING PLANS
3" WATER SERVICE
SEE PLUMBING PLANS
POINT OF UTILITY CONFLICT.
N: 735134.97
E: 977337.50
POINT OF UTILITY CONFLICT
N: 735082.43
E: 977324.51
POINT OF UTILITY CONFLICT.
N: 734967.25
E: 977325.82
POINT OF UTILITY CONFLICT.
N: 734964.39
E: 977337.39
ADMIN
CLEANOUT
RIM: 33.14
N: 734601.55
E: 976854.67
SEE PLUMBING PLANS
INV OUT (SS-4): 32.77
4" CHILLED
WATER LINES (4)
SEE MECHANICAL
PLANS
8" SS
SS-3
2" GAS SERVICE
F
8" DIP
12" FIRE WATER
MAIN SEE FIRE
PROTECTION PLANS
8" GATE VALVE
N: 734976.11
E: 977289.98
POINT OF UTILITY CONFLICT.
N: 735041.74
E: 977314.27
16" WATER LINE
IF WATER TOWER (BID
OPTION 2) IS NOT
AWARDED, THIS PIPE
IS NOT NEEDED.
EX-2
POST INDICATOR VALVE
N: 734898.76
E: 976928.35
17 LF OF 4" PVC @ 1.00% MIN. PROVIDE
PER MANUFACTURER'S INSTRUCTION.
SIZE AND LOCATION MAY DIFFER PER
PUMP HOUSE MANUFACTURER.
SANITARY SEWER
STRUCTURE TABLE
STRUCTURE
NAME:
EX-2
SS-1
SS-2
SS-3
SS-4
DETAILS:
MH
N: 734871.69
E: 977261.03
RIM: 36.84
INV IN (FM): 34.22
INV IN (EX): 34.22
INV OUT (EX-1): 34.12
4' DIA. MH WITH
CLOSED LID
N: 734917.31
E: 976949.11
RIM: 35.99
INV IN (SS-2): 26.18
INV OUT (LS): 26.08
4' DIA. MH WITH
CLOSED LID
N: 734859.31
E: 976934.73
RIM: 36.77
INV IN (OWS-1): 26.57
INV IN (SS-3): 27.98
INV OUT (SS-1): 26.48
4' DIA. MH WITH
CLOSED LID
N: 734748.14
E: 976908.04
RIM: 36.86
INV IN (SS-4): 30.97
INV OUT (SS-2): 29.47
4' DIA. MH WITH
CLOSED LID
N: 734597.30
E: 976871.84
RIM: 36.80
INV IN (ADMIN): 32.59
INV OUT (SS-3): 32.49
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
-W H
N R
J U
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
N U
E
S A
V A
N N
S
T R
I C
T
V O
L U
S
I T
E
P
N
A A
B
A
I R
C R
A F
T
M
A I N
T E
N A
N C
E
H
A N
G A
R
H U
N T
M
Y
A
I R
F I E
L D
G
E O
R G
I A
READY TO ADVERTISE (RTA)
C A
T E
G O
D
E k6enxrlr 12/10/2020 1:31:45 PM P:\Civil3D Projects\Hun0400\Civil\CAD\PLAN SHEETS\PN88410_CU100-CU110.dwg
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
M
K
O L A
S I N
S K
I
R
H
A L L M
A N
SCALE: 1" = 30'
30' 0' 30' 60'
CU107
U T
I L I T
Y
P
L A
N
A
R E
A
G
J
O
G R
E N
R
R
A D
T K
E
J
O
G R
E N
R
R
A D
T
M E
N D
M E
D E
C
KEY MAP
A B C
HGF
J
ED
I
M A
T C
H
L I N
E
S
E
U
MATCH LINE SEE SHEET CU109
M A
T C
H
L I N
E
S
E
U
MATCH LINE SEE SHEET CU102
1. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
EXISTING UTILITIES WHERE THERE EXISTS A "UTILITY POINT
OF CONFLICT", PRIOR TO BEGINNING EXCAVATION OR
TRENCHING FOR NEW UTILITIES.
NOTES:
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
D A
T E
C O
N T
R A
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
A N
S I
D
-W H
N R
J U
S A
V A
N N
A H
G
A
W
O
G L E
T H
O R
E
N U
E
S A
V A
N N
S
T R
I C
T
V O
L U
S
I T
E
P
N
A A
B
A
I R
C R
A F
T
M
A I N
T E
N A
N C
E
H
A N
G A
R
H U
N T
M
Y
A
I R
F I E
L D
G
E O
R G
I A
READY TO ADVERTISE (RTA)
C A
T E
G O
D
E k6endjro 12/9/2020 3:44:51 PM P:\Civil3D Projects\Hun0400\Civil\CAD\PLAN SHEETS\PN88410_CU501-CU507.dwg
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
M
K
O L A
S I N
S K
I
R
H
A L L M
A N
CU507
W A
T E
R
T
O W
T
A I L S
J
O
G R
E N
J
O
G R
NOTES:
1. SHALLOW FOUNDATIONS OR PILES WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR IN ACCORDANCE WITH THE TANK MANUFACTURER AND WILL
BE BASED UPON SOIL DATA PROVIDED IN THE SOILS REPORT.
2. PEDESTAL AND FOOTING DIMENSIONS AND CONCRETE REINFORCEMENT
SHALL BE DETERMINED BY THE TANK CONTRACTOR.
3. FOUNDATION CONSTRUCTION SHALL COMPLY WITH AWWA D100-05, A.C.I.
318-05, A.C.I. 301-05, AND APPLICABLE SECTIONS OF THE PROJECT
SPECIFICATIONS AND PROJECT SOILS REPORT.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI @ 28 DAYS.
REINFORCEMENT SHALL CONFORM TO A.S.T.M. A615 GR. 60.
5. CONSTRUCTION JOINTS SHALL BE ROUGHENED ACROSS THE ENTIRE FACE
WITH 1/4" MINIMUM DEPTH INDENTATIONS.
6. THE TOP OF CONCRETE FOR ALL PIERS INCLUDING THE CENTER PIER SHALL
BE LEVEL AND SHALL BE THE SAME ELEVATION (UNLESS OTHERWISE NOTED
BY A SPECIFIED ELEV.) WITH A MAXIMUM DIFFERENTIAL OF (+/-) 1/4".
7. ANCHOR BOLTS SHALL BE PLACED WITHIN (+/-) 1/8" OF THE PLAN DIMENSIONS
AT THE TOP OF THE CONCRETE. PLUMB WITHIN 1/4" IN 12" AND EXTEND
WITHIN 1/2" OF THE SPECIFIED PROJECTION ABOVE THE TOP OF THE
FOUNDATION.
8. CENTER PIER FOUNDATION DIMENSIONS AND CONCRETE REINFORCEMENT
REQUIREMENTS SHALL BE DETERMINED BY THE CONTRACTOR IN
ACCORDANCE WITH THE TANK MANUFACTURER.
9. DETAILS ARE FOR SCHEMATIC ONLY. ALL DETAILS AND DESIGN ARE SOLELY
THE RESPONSIBILITY OF THE CONTRACTOR.
CENTER PIER PLAN
NTS
COLUMN PIER PLAN
NTS
ANCHOR BOLTS
PEDESTAL SECTION
NTS
COLUMN PIER ELEVATION
NTS
FG
SECTION THROUGH CENTER PIER
(PIPING NOT SHOWN)
NTS
ANCHOR BOLTS
FG
FG
INLET/OUTLET PIPE
NTS
ANCHOR BOLTS
V
I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
E
.9
F F
E
.0
B L
D
B L
D
B L
D
B L
D
B L
D
B L
D B
L D
B L
D B
L D
B L
D B
L D
B L
D
B L
D B
L D
B L
D B
L D
B L
D B
L D
B L
D B
L D
W A
C K
S LIGHTNING RD
F F
E
.9
FFE=36.95
FFE=36.44
FFE=37.27
F F
E
.6
FFE=39.63
F F
E
.7
F F
E
.0
F F
E
.5
F F
E
.4
F F
E
.0
F F
E
.1
F F
E
.1
FFE=40.63
F F
E
.0
FFE=
35.8
S
IG
N
S
IG
N
S
IG
N
S
IG
N S
IG
N
S
IG
N
S
IG
N
S
IG
N
B L
D
B L
D B
L
DB
L
D
B L
D B
L D
B L
D
B L
D
B L
DB
L
D
B L
D B
L D
B L
D B
L D
B L
D
B L
DB
L
D B
L D
B L
D
B L
D B
L D
B L
D B
L D
B L
D
B L
D B
L D
B L
D
B L
D B
L D
B L
D
B L
D
B L
D
B L
D
B L
D
BL
D
B L
D B L
D B L
D B L
D B L
D B L
D B L
D B L
D
B L
D B L
D
F F
E
.3
S
IG
N
S
IG
N
S
IG
N
S
IG
N
W A
C K
L
IF
A T
IO
N A
B A
N D
O N
E D
F U
L L
H V
A C
H V
A C
H V
A C
H V
A C
H V
A C
1251A1251
S LIGHTNING RD
1290 1291
S MIDDLEGROUND RD
W
IL
S O
N B
L V
D
M A
R K
W E
L L S
T
S S
C H
M
ID
T S
T
F F
E
.5
M E
T A
L
S L
A B
O U
T S
ID
E
G Y
M
VAN
VAN
C-130H-30
C-130H-30
C-130H-30
C-130H-30
C-130H-30
C-130H-30
PARKING PARKING
PARKING
PARKING
ES101
GENERAL NOTES
SCALE AND NORTH ARROW
SHEET KEYNOTES
1.
KEY PLAN
H A
N G
A R A
R E
A
S
IT
E E
L E
C T
R
IC
A L D
E M
O L
IT
IO
N P
L A
N
050'
SCALE: 1"=50'
50' 100'
2.
PERFORMED BY THE CONTRACTOR UOI.
2. ALL DEMOLITION INDICATED ON THIS SHEET SHALL BE
WORK.
1. SEE ES001 FOR CONTRACTOR AND UTILITY SCOPES OF
EMC.
AERIAL LINES AND POLES TO BE REMOVED BY CANOOCHEE
3.
REMOVED BACK TO MH 10.1.
100 PAIR DIRECT BURIAL COPPER CABLING TO BE
4.
CANOOCHEE EMC AND REMOVED BY THE CONTRACTOR.
UNDERGROUND LINE TO BE DISCONNECTED BY
HILLARY_HESSELTINE@CABLE.COMCAST.COM
912-644-0948
MILITARY ACCOUNT REPRESENTATIVE
MS. HILLARY HESSELTINE
LINE TO BUILDING 1295. COMCAST POC IS:
COMCAST TO RELOCATE THE EXISTING AERIAL CABLE TV
THE CONTRACTOR SHALL PROCURE THE SERVICES OF 1
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
D
E C
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O
E
S .d g n
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
H U
N T
E R A
R M
Y A
IR
F
IE
L D
G E
O R
G
IA
-1
-0
F Y P
N
B R
E N
N A
N
R
H A
L L
M A
N
V O
L U
M E S
IT
E
S A
V A
N N
A H D
IS
T R
IC
T
W
O G
L E
T H
O R
P E A
V E
S A
V A
N N
A H
G A
R
D A
V
IS
J U
L Y
A A
B A
IR
C R
A F
T M
A
IN
T E
N A
N C
E H
A N
G A
R
R
D A
V
IS
READY TO ADVERTISE (RTA)
W
H N -2
-B -3 k6enxjlh
11-DEC-2020 07:44
IP_PWP:dms26087\PN88410_ES101.dgn
G E
N
P
P
P
P P
P
PPP
P
P
T
T
T
T
T
T
T
T T
T P
T T
P
MH-10.1
| GC103 CIVIL GENERAL NOTES |
| CD107 DEMOLITION PLAN - AREA 'G' |
| CS503 PAVEMENT JOINTING DETAILS |
| CG102 GRADING AND DRAINAGE PLAN - AREA 'B' |
| CU107 UTILITY PLAN - AREA 'G' |
| CU507 WATER TOWER DETAILS |
| ES101 SITE ELECTRICAL DEMOLITION PLAN - HANGAR AREA |
File details come from the government source that posted it. Updated .