AM01 Drawings.pdf
PDF 4 MB Posted
- Solicitation number
- W9127820R0104
About this file
This solicitation is for the construction of a new 105,041 square-foot maintenance hangar, aircraft maintenance unit with shops, and weapons shop at Hurlburt Field, Florida. Supporting facilities include utilities, pavements, site improvements, communications, and demolition of seven existing buildings. Roadway and airfield pavements will provide access to the hangar. Special site conditions require excavation, fill and stabilization. The work includes a reinforced concrete foundation and floor slab, steel structure, masonry walls and standing seam metal roof, environmental control, fire detection and protection, and mass notification systems. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Mobile.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| AM05 DRAWINGS.pdf | ||
| AM05.pdf | ||
| AM04.pdf | ||
| AM04 DRAWINGS.pdf | ||
| AM03.pdf | ||
| Minutes-Pre-Bid site visit.pdf | ||
| Minutes-Pre-Bid demo site visit.pdf | ||
| AM03 DRAWINGS.pdf | ||
| AM02.pdf | ||
| APPENDIX F- As Builts of Demo Buildings- 1 of 3.zip | ZIP file | |
| APPENDIX F- As Builts of Demo Buildings- 2 of 3.zip | ZIP file | |
| APPENDIX F- As Builts of Demo Buildings- 3 of 3.zip | ZIP file | |
| AM01.pdf | ||
| RTA DRAWINGS VOL 2.pdf | ||
| VOL3.PDF | ||
| VOL2.PDF | ||
| VOL4.PDF | ||
| RTA DRAWINGS VOL 1.pdf | ||
| VOL6.PDF | ||
| VOL1.PDF | ||
| VOL5.PDF | ||
| EM 385-1-1.pdf | ||
| RTA DRAWINGS VOL 3.pdf |
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Text version
US Army Corps of Engineers
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE AL 36602
FTEV153009 SOF AMU &
WEAPONS HANGAR FACILITY
HURLBURT FIELD, FLORIDA
OKALOOSA COUNTY
AUGUST 2020
MOBILE DISTRICT PROJECT CODE: MEF20004
SOLICITATION NUMBER: W9127820R0104
AMENDMENT NO. 0001
6' CHAIN LINK / B
ARBWIRE FENCE
E 1276434.57
N 527238.70
E 1276447.19
CONNECT TO PROPOSED
SEWER LINE SEE NOTE 2
N 527249.02
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N 527206.91
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N 527241.20
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N 527437.52
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SCALE: 1" = 20'
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N
Z:\CLIENTS\ANF\USCOE\SAM\107669_SOFCHARRETTES\HANGARAMU\DESIGN\CIVIL\SHEETS\107669_CD101.DWG 11/18/2020 1:40 PM CFRANZEN
MATCHLINE - SEE SHEET CD104 FOR CONTINUATION
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STATION AND ALLOW FOR DEMOLITION AND
CONSTRUCTION OF NEW LIFT STATION. SEE CU101
FOR FINAL LAYOUT OF SEWER FORCE MAIN
CONNECTION.
REMOVE BLDG 90811
CONCRETE/WOOD
STRUCTURE
REMOVE ALL DEBRIS
GRAVEL, MATERIALS
REMOVE
BUILDING 90809
REMOVE STRUCTURE,
CONCRETE SLAB,
TABLES, ETC.
REMOVE EXISTING
VALVE VAULT
AND LIFT STATION 6-1
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EXISTING VAULT
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FORCE MAIN SEE NOTE 2
SAWCUT VERTICAL ASPHALT EDGE
FOR NEW ASPHALT CONNECTION
REMOVE
BUILDING 99104
BID OPTION POV
PARKING SAWCUT
ASPHALT EDGE FOR
NEW ACCESS DRIVE
CU505
A1
WETLAND DISTURBANCE LIMIT
4" SSFM
2" SSFM
REMOVE STRIPING
AND RELOCATE
STOP SIGN
REMOVE 2" GAS LINE
REMOVE PRIMARY
UNDERGROUND
ENCASED POWER
REMOVE 1.5"
WATER SERVICE
INCLUDING ALL
YARD HYDRANTS
AND HOSE BIBBS
REMOVE 4"
SANITARY
SEWER
REMOVE 225 KVA
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REMOVE WATERLINE
TREES
ABANDON SEWER FORCE MAIN
4" S S
F M
2" S
SFM
A1
ENLARGEMENT PLAN
SCALE: 1" = 10'
CAP ELEC CONDUITS
AT PAVEMENT EDGE
REMOVE CABLES TO PJC AND PLUG
ELECTRICAL CONDUIT
LEGEND
LIMITS OF DISTURBANCE
ASPHALT DEMOLITION
CONCRETE DEMOLITION
FENCE DEMOLITION
UTILITY DEMOLITION
REMOVE EXISTING
TREES / MUCK /
CLEAR AND GRUB
(SEE CG302)
ASPHALT MILLING
BUILDING DEMOLITION
GRAVEL REMOVAL
MISCELLANEOUS
STRUCTURE / TREE
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FULL DEPTH SAW CUT
AOC-131
IRP SITE
(CLOSED)
SS130
IRP SITE
(CLOSED)
CONCRETE PAVEMENT -
10 INCHES APPROXIMATE
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AMENDMENT NO. 0001
AutoCAD SHX Text 30102
AutoCAD SHX Text 28.65
AutoCAD SHX Text B2
AutoCAD SHX Text 30101
AutoCAD SHX Text 30.02
AutoCAD SHX Text B1
AutoCAD SHX Text
TB
AutoCAD SHX Text H
AutoCAD SHX Text Y
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BFP
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STORM INLET TOP EL=32.10 W INV.= 28.06
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MITERED END SECTION 18" RCP FL= 27.07
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FL= 25.55
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NE FL= 25.46 NW FL= 25.41
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ELECTRICAL STUB OUT
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UTILITY VAULT
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SLUDGE DISPOSAL
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LIFT STATION TOP EL= 30.14
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A/C PAD
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CONCRETE RETAINING WALL
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SE FL= 25.55 SW FL= 25.56
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CAP SSFM
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SHEET CD101
N 527239.61
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SCALE: 1" = 20'
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NOTE:
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REMOVE ALL
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REMOVE FENCE
REMOVE CONCRETE DIKE WALLS
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REMOVE BLDG 99162
REMOVE BLDG 99065
REMOVE BLDG 99104
REMOVE
SECONDARY
UNDERGROUND
POWER
REMOVE 1.5"
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INCLUDING ALL
YARD HYDRANTS
AND HOSE BIBBS
REMOVE 4" SANITARY SEWER
LP
LP
REMOVE 3/4"
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DO NOT DISTURB EXISTING
ELECTRICAL TRANSFORMERS
AND ELECTRICAL POWER
REMOVE CONCRETE DIKE WALLS
REMOVE LIGHT POLES FED
BY EXISTING SECONDARY
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PJC
LEGEND
LIMITS OF DISTURBANCE
ASPHALT DEMOLITION
CONCRETE DEMOLITION
FENCE DEMOLITION
UTILITY DEMOLITION
REMOVE EXISTING
TREES / MUCK /
CLEAR AND GRUB
(SEE CG302)
ASPHALT MILLING
BUILDING DEMOLITION
GRAVEL REMOVAL
MISCELLANEOUS
STRUCTURE / TREE
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REMOVE STACKS
OF CONCRETE
JERSEY BARRIERS
REMOVE CONCRETE JERSEY
BARRIERS WITH MISCELLANEOUS
AGGREGATE AND SOIL MATERIAL
PILES. MATERIALS ARE NOT
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CONSTRUCTION WITHOUT
PROPER MATERIAL TESTING
AOC-130
IRP SITE
(CLOSED)
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CONCRETE PAVEMENT -
10 INCHES APPROXIMATE
AMENDMENT NO. 0001
AutoCAD SHX Text Gate
AutoCAD SHX Text E
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TRANSFORMER
AutoCAD SHX Text STORM INLET TOP EL=31.36 NW INV.= 26.81 NE INV.= 26.76 E INV.= 26.81 SW INV.= 26.89 SE INV.= 26.89
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RIM = 34.00
RIM = 34.01
33.90
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LEGEND:
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
-0.50%
18" SD RCP
WETLAND DISTURBANCE LIMITS
RCP WITH FLARED END
SECTION WITH RIP RAP
SILT FENCE
AREA INLET PROTECTION
TC33.00
BC33.00
SF
TOP CURB ELEVATION
BOTTOM CURB ELEVATION
LIMITS OF DISTURBANCE
RIP RAP AT FES
SOD LIMITS
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BUILDING 90825 GRADING PLAN
SCALE: 1" = 20'
20' 40'0
N
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CG121
APRON
ROAD
R O
A D
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.0
A S
P H
A L T
R O
A D
25.00'
ASPHALT
SHOULDER
NOTES:
1. SEE SHEET GC007 EROSION CONTROL NOTES AND
GC009 FOR GRADING NOTES.
2. ALL DISTURBED AREAS TO BE SODDED AT
COMPLETION OF SITE WORK UNLESS INDICATED TO BE
PAVED.
2%
2%
2%
EXISTING SWALE
SOD
SEE NOTE 2
SOD
SEE NOTE 2
CG502
A4
CG502
A3
CU501
B1
CU501
A1
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AMENDMENT NO. 0001
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CONC STUCCO BLDG. # 99068
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PORTABLE OFFICE BLDG
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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ASPHALT
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CONCRETE
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CONCRETE
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STORM INLET TOP EL: 33.06 NW INV.: 30.76
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STORM INLET TOP EL: 32.59 SE INV.: 30.09
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TRANS
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TRANS
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12" RIBBON CURB
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TRANS
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UNDERGROUND TELEPHONE SERVICE BOX
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12" CPP
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12" CPP
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STORM INLET TOP EL: 33.06 NW INV.: 30.76
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STORM INLET TOP EL: 33.06 NW INV.: 30.76
AutoCAD SHX Text
33.50
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Mobile District
US Army Corps of Engineers ®
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SHEET
IDENTIFICATION
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Z:\CLIENTS\ANF\USCOE\SAM\107669_SOFCHARRETTES\HANGARAMU\DESIGN\CIVIL\SHEETS\107669_CU510-CU516.DWG 11/18/2020 1:27 PM CFRANZEN
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CU512
TOP MOUNT
4" VENT PIPE
INSECT
SCREEN
PUMP DESIGN BASIS:
· DESIGN CAPACITY:
· IMMEDIATE UPGRADES: 145 GPM @ 21.5 FT OF TDH (EACH PUMP)
FUTURE UPGRADES: 230 GPM @ 43.5 FT OF TDH (EACH PUMP)
FUTURE PUMPS SHALL NOT BE PURCHASED OR INSTALLED FOR
THIS PROJECT.
· MAXIMUM MOTOR SPEED: 1800 RPM.
· PUMPS SHALL ALTERNATE BETWEEN DUTY AND STANDBY
AFTER EACH CYCLE.
TABLE 1 - FLOAT ELEVATION SET POINTS
LEVEL IMMEDIATE FUTURE
LWL ALARM ON
24.00' 24.00'
PUMP OFF
24.50' 24.50'
DUTY PUMP ON
25.50' 26.17'
STANDBY PUMP ON
26.00' 26.67'
HWL ALARM ON
26.50' 27.17'
A
PLAN VIEW
A
PUMP 2
PUMP 1
4"
PS-2
4"
PS-2
4"
4"
DJ
DJ
PS-1
PS-1
4"
4"
BOTTOM
EL 22.00
GRADE EL 36.03
MINIMUM 6" ABOVE
GRADE ELEV.
MIN. 6" ABOVE
GRADE ELEV.
WET
WELL
ACCESS HATCH
ACCESS HATCH
PS-2
PS-1
PS-1
4" 4" 4"
4"
4"
CV
PV
DJ
6' ID
8' ID
CONCRETE
FILL (NOTE 4)
WP-2
WP-2
WP-2
WP-2
WP-2
WP-2
WP-2
WP-2
WP-2
1'-0"
NOTE 2
TOE OF SLOPE
CONCRETE FILL
H A
W
Y
TYP
C C
T
Y P
C C
T
Y P
#6@10 EW, T&B
(TYPICAL)
C
L R
T
Y P
1'-0"
TYP.
#3 @ 12"x24" LG.
CTRD IN JOINT
C
L R
T
Y P
VALVE VAULT
* SPACING AS RECOMMENDED
BY PUMP MANUFACTURER.
8" FROM
UPSTREAM MH
WP-1
CONDUIT STUBS
(SEE ELECTRICAL
DWGS)
#6 @ 6" EW, T & B
NOT TO SCALE
R
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A N
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T U
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R
SCH. 40 SST
GUIDE RAIL
NOTE 2
PRECAST BASE BY WET
WELL MANUFACTURER
DESIGN TO PREVENT
BUOYANCY
PER
MANUFACTURER
PRECAST BASE BY WET WELL
MANUFACTURER DESIGN TO
PREVENT BUOYANCY
PER
MANUFACTURER
PER
MANUFACTURER
PV CV
PV
CV
SANITARY SEWER LS 6-1VALVE VAULT - SSVV 1A WET WELL - SSLS 1A
C900 PVC DIP
WP-1
TOP MOUNT
4" VENT PIPE
INSECT
SCREEN
WP-1
WP-1
8" SS INV. EL 27.19
FLAP
VALVE
4"
DRAIN
PIPE
TOP SLAB PLAN
ACCESS HATCH
3'-0"
6' ID
8' ID
1'-6" 1'-6"
3'-0"
#5 x 4'-0" EACH MAT
CORNER BAR
ADD #6 x 6'-0" LG
TOP & BOTTOM
(TYP OPP. SIDE)
ADD #6 x 4'-6" LG
TOP & BOTTOM
(TYP OPP. SIDE)
1'-6" 1'-6"
#5 x 4'-0" EACH MAT
CORNER BAR
ADD #6 x 6'-0" LG
TOP & BOTTOM
(TYP OPP. SIDE)
ADD #6 x 4'-6" LG
TOP & BOTTOM
(TYP OPP. SIDE)
VALVE VAULT
2" CC
(TYP)
2" CC
(TYP)
VALVE VAULT - SSVV 1A WET WELL - SSLS 1A
LIFT STATION GENERAL NOTES:
1. ALL DIMENSIONS, AND FITTING SIZES, TO BE VERIFIED WITH
EQUIPMENT MANUFACTURER BY CONTRACTOR.
2. PRECAST CONCRETE WET WELL AND VALVE VAULT TOP SHALL
BE DESIGNED BY EQUIPMENT MANUFACTURER FOR 300 PSF
LIVE LOAD. PRECAST CONCRETE WETWELL SHALL CONFORM TO
ASTM C478.
3. WET WELL BACKFILL SHALL BE COMPACTED TO 95% OF
MAXIMUM DRY DENSITY. PER SECTION 31 00 00 EARTHWORK.
4. SIGNAGE:
A. MOUNT SIGN ON UNDERSIDE OF HATCH FOR WET WELL AND
VALVE VAULT.
B. PROVIDE SIGNAGE OF REINFORCED FIBERGLASS, 1/8"
THICKNESS, SPECIFICALLY DESIGNED FOR EXTERIOR USE.
C. COPY SHALL BE ENGRAVED INTO 3-PLY LAMINATE
CONSTRUCTION, EXPOSING CONTRASTING COLOR CORE.
D. COLORS SHALL BE SELECTED FROM MANUFACTURER'S
STANDARDS.
E. SIGN SHALL HAVE 1" HIGH LETTERING USING STANDARD,
BOLD, CONDENSED, UPPERCASE STYLE LETTERS.
F. MOUNTING SYSTEM SHALL BE WITH ALL ALUMINUM
POP-RIVETS.
G. MOUNT SIGN THAT SAYS, "WET WELL AND VALVE VAULT
REQUIRE CONFINED SPACE ENTRY PERMIT" ON THE
UNI-STRUT RACK FOR THE LIFT STATION CONTROLS AND
UNDER THE LIFT STATION AND VALVE VAULT LIDS ALONG
WITH THE FOLLOWING INFORMATION.
WARNING: CLASS I, DIV. 1 PORTABLE VENTILATION REQUIRED
WHEN OCCUPIED. VAULT AIR SHALL BE PURGED BEFORE
ENTERING. PERSONAL BREATHING AIR APPARATUS SHALL BE
USED WHEN ENTERING VAULT.
5. EXFILTRATION TESTING OF WET WELL SHALL BE PERFORMED BY
CONTRACTOR AND SHALL BE TESTED SEPARATELY FROM THE
PIPE.
A. WET WELL SHALL BE TESTED BY PLUGGING ALL OPENINGS
IN A WATERTIGHT MANNER WHICH WILL WITHSTAND THE
HYDROSTATIC PRESSURE WHEN WET WELL IS FILLED WITH
WATER.
B. TESTING SHALL COMMENCE 12 HOURS AFTER WET WELL
HAS CONTAINED THE TEST WATER.
C. EXFILTRATION SHALL NOT EXCEED 1.14 GALLONS PER DAY
PER VERTICAL FOOT OF WET WELL.
D. DEWATER WET WELL UPON COMPLETION OF TESTING.
6. FOR CONTROL PANEL, CONDUIT ROUTING, STILLING WELL, AND
OTHER ELECTRICAL REQUIREMENTS REFER TO ELECTRICAL
SHEETS.
7. CONTRACTOR SHALL VERIFY WITH MANUFACTURER FOR
REINFORCEMENT.
8. WET WELL AND FORCE MAIN ARE SIZED TO HANDLE THE FUTURE
ANTICIPATED PEAK FLOW RATE OF 230 GPM. WHEN FUTURE
FLOW RATES ARE IMPLEMENTED THE PUMPS WILL NEED TO BE
UPGRADED AND THE FLOAT LEVELS SHALL BE ADJUSTED AS
INDICATED IN TABLE 1 ON THIS SHEET.
#6@10 EW, T&B
(TYPICAL)
SECTION
NOTES:
1. TYPE 304L SST TIES REQUIRED AT ALL JOINTS. FOUR TIES PER PRECAST JOINT. TIES SHALL BE ADEQUATE LENGTH
TO CLEAR JOINT WRAP.
2. PLASTIC WATER STOP TYPICAL ALL AROUND, SEE NOTE 2 ON DETAIL A1
3. BITUMINOUS WATER PROOF EXTERIOR OF ALL BELOW GRADE CONCRETE STRUCTURES. JOINT WRAP MEETING
ASTM C-877 (TYPE II) AND PASSING ASTM C-1244 VACUUM TEST SHALL BE INSTALLED AT ALL JOINTS IN VERTICAL
SECTIONS PRIOR TO APPLYING WATER PROOFING. MAR MAC CONSTRUCTION PRODUCTS CO. OR APPROVED
EQUAL.
4. THE CONICAL, SMOOTH WALLED CONCRETE FILL SHALL SLOPE AT 60° AS INDICATED. THE CONTRACTOR SHALL
REMOVE ALL FORM WORK USED TO PLACE THE CONCRETE.
5. THE CONTRACTOR SHALL LOCATE THE PUMPS BASED ON THE PUMP MANUFACTURER MINIMUM RECOMMENDED
FLOOR CLEARANCE.
6. INSTALL GUIDE RAILS IN ACCORDANCE WITH PUMP MANUFACTURER RECOMMENDATIONS. THE GUIDE RAIL
BRACKETS SHALL BE 316 STAINLESS STEEL. INSTALL INTERMEDIATE GUIDE RAIL SUPPORTS AS RECOMMENDED
BY THE PUMP MANUFACTURER. INTERMEDIATE SUPPORTS SHALL BE 316 STAINLESS STEEL. GUIDE RAILS SHALL
BE A SINGLE PIPE LENGTH WITH NO INTERMEDIATE SPLICE.
7. ALL BURIED DUCTILE IRON PIPE SHALL BE FURNISHED WITH RESTRAINED MECHANICAL JOINTS.
8. ALL FLANGED CONNECTIONS SHALL BE FASTENED WITH 316 STAINLESS STEEL BOLTS AND NUTS.
9. SEE SPECIFICATIONS SECTION 09900 FOR WET WELL AND VALVE VAULT PIPING COATINGS.
NOTE 3
#3 @ 12"X24" LG.
CTRD IN JOINT
CU511
A3
CU511
A1
CU511
A1
(TYP)
HWL ALARM ON
STANDBY PUMP ON
DUTY PUMP ON
PUMP OFF
LWL ALARM ON
JOINT ANCHOR (TYP ALL) BY WET
WELL MANUFACTURER. JOINTS
SHALL BE DESIGNED AND
RESTRAINED AS REQUIRED TO
PREVENT BUOYANCY.
A M
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T
U
P D
A T
T
E S
INV. OUT 32.17
TOP OF SLAB = 30.50
RIM ELEV. 36.53
AMENDMENT NO. 0001
| CD101 DEMOLITION PLAN GRID 1 |
| CD104 DEMOLITION PLAN GRID 4 |
| CG121 BUILDING 90825 GRADING PLAN |
| CU512 LIFT STATION DETAILS 2 |
File details come from the government source that posted it. Updated .