F35 Squad Ops and Flt Sim Plans Volume I Site Work.pdf
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- Solicitation number
- N69450-21-R0022
About this file
This solicitation is for the design-build construction of a Flight Simulator Facility and Squadron Operations Facility at Naval Air Station Fort Worth Joint Reserve Base in Texas. The projects include demolishing existing buildings totaling 8,009 square feet, asbestos abatement, site work, utilities installation, and construction of a 20,000 square-foot Flight Simulator Facility and a 33,729 square-foot Squadron Operations/Aircraft Maintenance Unit Facility. The Simulator Facility will house four full mission simulators and support spaces, while the Squadron Operations/Aircraft Maintenance Unit Facility will provide maintenance areas on the first floor and secure operations spaces on the second floor. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command with a closing date for bids of April 20, 2021. The contract will be awarded on or around June 15, 2021.
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G-101
P415 F-35A SQUADRON OPERATIONS / AMU FACILITY AND
P396 F-35A FLIGHT SIMULATOR FACILITY
VOLUME I CIVIL/SITE WORK
NAVY AIR STATION JOINT RESERVE BASE - FORT WORTH, TEXAS
NAVAL FACILITIES ENGINEERING COMMAND SOUTHEAST
VICINITY MAP
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NAS JRB
FORT WORTH, TEXAS
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GENERAL SHEET LIST
SHEET NO. DESCRIPTION
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C-001 BASE MAP WITH PROJECT LOCATION
C-002 CIVIL NOTES
C-003 ABBREVIATIONS AND LEGEND
C-004 SITE SURVEY PLAN
CD101 OVERALL DEMOLITION SITE PLAN
CD102 DEMOLITION PHOTO GRAPHICS
C-101 SITE PLAN
C-102 SIDEWALK/EQUIPMENT LAYOUT PLAN
C-103 PARKING LAYOUT PLAN
C-104 UTILITY PLAN
C-105 GRADING AND DRAINAGE PLAN
C-106 EROSION CONTROL PLAN
C-401 SANITARY SEWER PROFILE
C-402 STORM PROFILE 1
C-403 STORM PROFILE 1.A
C-404 STORM PROFILE 2
C-405 STORM PROFILE 3
C-406 DRIVE AND RAMP PROFILES
C-501 SIDEWALK DETAILS
C-502 EQUIPMENT DETAILS
C-503 PARKING DETAILS
C-504 PAVEMENT DETAILS
C-505 UTILITY DETAILS
C-506 GRADING DETAILS
C-507 DRAINAGE DETAILS
C-508 SANITARY SEWER DETAILS
C-509 FIRE/WATER DETAILS
C-510 SITE CONSTRUCTION DETAILS
EROSION CONTROL DETAILSC-511
SOIL BORINGSC-601
SOIL BORINGSC-602
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GEOTECHNICALGENERAL
NOTES
DEMOLITION EROSION CONTROL
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UNCLASSIFIED
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CHIEF ENG/ARCH
FIRE PROTECTION
1. THE CONTRACTOR SHALL PROVIDE LAYOUT SURVEYING AS NECESSARY TO LOCATE THE NEW WORK ITEMS
PRIOR TO INITIATING DEMOLITION WORK. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES
(BMP'S) SHALL BE IN PLACE AND APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO
INITIATING DEMOLITION WORK.
2. THE CONTRACTOR MAY UTILIZE THE UTILITIES DURING CONSTRUCTION OPERATIONS AS APPROVED BY THE
CONTRACTING OFFICER'S REPRESENTATIVE AND MAY INCORPORATE THE UTILITIES AS PART OF THE FINAL
PROJECT. EXISTING UTILITIES THAT INTERFERE WITH THIS PROJECT SHALL BE RELOCATED OR REMOVED.
COORDINATE METER REQUIREMENTS WITH THE BASE AUTHORITY.
3. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE LIMITS OF NAS/JRB AND DISPOSED OF IN A MANNER AS
REQUIRED BY LAW AND AIR FORCE REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
DISPOSAL PERMITS AND REGULATIONS REQUIREMENTS. IF AT ANY TIME DURING OR AFTER THE PERFORMANCE
OF THIS CONTRACT, IT IS DETERMINED BY THE CONTRACTING OFFICER OR THEIR AUTHORIZED REPRESENTATIVE
THAT THE CONTRACTOR HAS NOT COMPLIED WITH THE REQUIREMENTS OF THE CONTRACT PERTAINING TO THE
DISPOSAL OF WASTE MATERIAL, THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY CORRECTIVE ACTION
DIRECTED BY THE CONTRACTING OFFICER OR OTHER COMPETENT AUTHORITY AT NO ADDITIONAL COST TO THE
GOVERNMENT. ANY FINE, FEE, OR PENALTY ASSESSED BY THE REGULATING AUTHORITY AS A RESULT OF THE
CONTRACTOR'S FAILURE TO COMPLY WITH THIS PROVISION SHALL BE PAID BY THE CONTRACTOR. IF ANY PART
OF THE PERFORMANCE OF THIS CONTRACT IS SUBCONTRACTED, A PROVISION SUBSTANTIALLY SIMILAR TO THE
ABOVE SHALL BE INCLUDED IN ALL SUCH SUBCONTRACTS. SUCH PROVISION DOES NOT, HOWEVER, RELIEVE
THE PRIME CONTRACTOR FROM ULTIMATE RESPONSIBILITY UNDER THE CONTRACT.
4. REMOVAL OF EXISTING ASPHALT OR CONCRETE MAY EXPOSE CONTAMINATED SOILS OR OTHER MEDIA. THE
SITE IS STILL SUBJECT TO THE PARAMETERS OF THE RECORD OF DECISION ENFORCED BY THE EPA. IF SOILS
MUST BE REMOVED FROM THE SITE, THEY SHALL BE TESTED FOR DISPOSAL AT A PROPER DISPOSAL FACILITY
OR FOR REUSE ELSEWHERE. COPIES OF TRANSPORTATION AND DISPOSAL DOCUMENTS (PROFILES, MANIFESTS, BILLS OF LADING) MUST BE PROVIDED TO HAZARDOUS WASTE PROGRAM MANAGER. THE CONTRACTOR IS
RESPONSIBLE FOR THE SAMPLING, PROPER HANDLING, AND DISPOSAL OF ANY CONTAMINATED MEDIA. UTILIZE
THE SERVICES OF A QUALIFIED ENVIRONMENTAL PROFESSIONAL FOR SAMPLING AND TESTING.
5. EXCAVATION OF THE SITE MAY EXPOSE SHALLOW GROUNDWATER THAT HAS BEEN CONTAMINATED. ANY
DEWATERING OF CONTAMINATED WATER MUST BE HANDLED ACCORDING TO TEXAS DEPARTMENT OF
ENVIRONMENTAL PROTECTION. MATERIALS THAT ARE RECYCLED OR DIVERTED FROM LANDFILL DISPOSAL IN
COMPLIANCE WITH THIRD-PARTY CERTIFICATION SUSTAINABILITY CREDIT REQUIREMENTS ARE EXEMPT FROM
DISPOSAL REQUIREMENTS SPECIFIED HEREIN.
6. PROTECT ASSETS AND FINISHES NOT SHOWN TO BE REMOVED. ANY DAMAGE CAUSED BY CONSTRUCTION
OPERATIONS SHALL BE REPAIRED TO MATCH THE EXISTING CONDITIONS AT NO COST TO THE GOVERNMENT
7. AT A MINIMUM, ISOLATE HAZARD AND CONSTRUCTION FROM UNAUTHORIZED ACCESS ALONG FRONTAGE OF
PROJECT.
8. CARE SHALL BE TAKEN IN ALL OPEN SUBGRADES TO PREVENT DETERIORATION CAUSED BY WEATHER.
DEWATER ALL OPEN SUBGRADES AS REQUIRED TO MAINTAIN STABILITY.
9. AT A MINIMUM, PROVIDE TEMPORARY TRAFFIC CONTROL AS REQUIRED FOR PHASING AND CONSTRUCTION. ALL
WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD).
10. THE CONTRACTOR SHALL CONTROL THE SPREAD OF DUST AND IRRITANTS TO OTHER SPACES, ADJACENT
BUILDINGS AND OUTSIDE OF DESIGNATED WORK AREAS.
11. THE CONTRACTOR SHALL PROVIDE CLEAN, STRAIGHT, NEAT CUTS FOR DEMOLITION THAT MINIMIZE IMPACTS
AND ADVERSE AFFECTS ON EXISTING FINISHES. COORDINATE THE LOCATION OF THE CUTS TO ACCOMMODATE
FINAL FINISHES.
12. THE PROJECT IS DESIGNED TO BE VIABLE IN ITS FULLY CONSTRUCTED, FINAL CONFIGURATION. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SAFETY AND STABILITY OF ALL COMPONENTS DURING
CONSTRUCTION.
1. RECOMMENDATIONS FOR THIS DESIGN ARE BASED ON: 'GEOTECHNICAL
ENGINEERING REPORT, PROPOSED SIMULATOR AND SQUAD OPS BUILDINGS,
FORT WORTH, TEXAS. DATED MARCH 19, 2020. TERRACON PROJECT NUMBER
95195178.
2. GROUNDWATER WAS ENCOUNTERED AT APPROXIMATELY 13-24 FEET BELOW
GRADE AND IN THE BORINGS AT THE TIME OF AUGERING.(SEE BORINGS)
GROUNDWATER LEVEL OBSERVATIONS PROVIDE AN INDICATION OF
GROUNDWATER CONDITIONS PRESENT AT THE TIME THE BORINGS WERE
DRILLED. GROUNDWATER LEVEL FLUCTUATIONS OCCUR DUE TO SEASONAL
VARIATIONS IN THE AMOUNT OF RAINFALL, RUNOFF AND OTHER FACTORS
NOT EVIDENT AT THE TIME OF SAMPLING/TESTING.
3. SITE PREPARATION SHALL INCLUDE REMOVAL OF ORGANIC MATERIAL
BELOW THE FOOTPRINT FOR THE PLACEMENT OF ALL PAVEMENTS AND
STRUCTURES. STRIP AND STORE TOPSOIL FOR REUSE AT THE COMPLETION
OF SITE GRADING.
4. COMPACTION EFFORTS:
4.1. REQUIREMENTS
ENGINEERED FILL SHALL BE TESTED FOR MOISTURE CONTENT AND
COMPACTION DURING PLACEMENT. SHOULD THE RESULTS OF THE
IN-PLACE DENSITY TESTS INDICATE THE SPECIFIED MOISTURE OR
COMPACTION LIMITS HAVE NOT BEEN MET, THE AREA REPRESENTED BY
THE TEST MUST BE REWORKED AND RETESTED AS REQUIRED UNTIL THE
SPECIFIED MOISTURE AND COMPACTION REQUIREMENTS ARE ACHIEVED.
4.2. SITE COMPACTION.
· ON-SITE SOILS OR IMPORTED FILLS OUTSIDE THE MOISTURE CONDITIONED
ZONE
· COMPACT TO MINIMUM OF 95% MAXIMUM STANDARD PROCTOR DRY
DENSITY (ASTM D 698)
· FOR PI <20 AT OR ABOVE OPTIMUM MOISTURE CONTENT
· FOR PI ≥20 AT A MINIMUM OF +2 PERCENTAGE POINTS OF OPTIMUM
MOISTURE
· MOISTURE CONDITIONED SOILS
· COMPACT TO MINIMUM OF 92% TO 98% MAXIMUM STANDARD PROCTOR DRY
DENSITY (ASTM D 698)
· FOR PI < 20 AT A MINIMUM +2 PERCENTAGE POINTS OF OPTIMUM
MOISTURE
· FOR PI ≥ 20 AT A MINIMUM OF +4 PERCENTAGE POINTS OF OPTIMUM
MOISTURE
· SELECT FILL / FLEXIBLE BASE
· COMPACT TO MINIMUM OF 95% MAXIMUM STANDARD PROCTOR DRY
DENSITY (ASTM D 698)
· IN THE RANGE OF -2 TO +2 PERCENTAGE POINTS OF OPTIMUM MOISTURE
CONTENT
· CLAY BACKFILL FOR EXTERIOR FACE OF GRADE BEAM
· COMPACT TO MINIMUM OF 92% TO 98% MAXIMUM STANDARD PROCTOR DRY
DENSITY (ASTM D 698)
· FOR PI < 20 AT A MINIMUM OF +2 PERCENTAGE POINTS OF OPTIMUM
MOISTURE
· FOR PI ≥ 20 AT A MINIMUM OF +4 PERCENTAGE POINTS OF OPTIMUM
MOISTURE
4.3 BELOW CONCRETE DRIVE PAVEMENTS.
· PRIOR TO PLACING PAVEMENTS ON AN UNTREATED SUBGRADE, THE
SUBGRADE SHOULD BE SCARIFIED TO A DEPTH OF 8 INCHES AND
COMPACTED TO AT LEAST 95% OF ASTM 698 AT MOISTURE CONTENT IN THE
RANGE OF -1 TO +3 PERCENTAGE POINTS OF OPTIMUM MOISTURE.
4.4 BELOW FLEXIBLE PAVEMENTS.
· PRIOR TO PLACING ASPHALT PAVEMENTS, THE SUBGRADE SHOULD BE
SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO AT LEAST 95% OF
ASTM 698 AT MOISTURE CONTENT IN THE RANGE OF -1 TO +3 PERCENTAGE
POINTS OF OPTIMUM MOISTURE.
· FLEXIBLE BASE SHOULD BE PLACED IN 3 INCH LOOSE LIFTS AND
COMPACTED TO MINIMUM OF 95% MAXIMUM STANDARD PROCTOR DRY
DENSITY (ASTM D 698)IN THE RANGE OF -2 TO +2 PERCENTAGE POINTS OF
OPTIMUM MOISTURE CONTENT UNTIL A THICKNESS OF 9 INCHES IS
ACHIEVED.
5. AS A MINIMUM, EXCAVATIONS SHALL BE PERFORMED IN ACCORDANCE WITH
OSHA 29 CFR, PART 1926, SUBPART P 'EXCAVATION' WITH APPENDICES AND
APPLICABLE STATE AND LOCAL REQUIREMENTS.
1. REVIEW ALL PROJECT DOCUMENTS PRIOR TO START OF CONSTRUCTION. REPORT ANY
DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO PROCEEDING WITH WORK. DIMENSIONS
RELATING TO EXISTING CONSTRUCTION ARE TO BE FIELD VERIFIED. THE CONTRACTOR SHALL
IMMEDIATELY COMMUNICATE, IN WRITING TO THE CONTRACTING OFFICER, CONCERNS WHERE
THEY BELIEVE DESIGN DOCUMENTS ARE INSUFFICIENT, INADEQUATE OR INCORRECT FOR
PERFORMING THE CONSTRUCTION WORK.
2. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS AS LOCATED AT THE TIME
OF THE DESIGN SITE VISIT. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES, NOTE EXISTING CONDITIONS AND NOTE ANY VARIANCES TO THE CONTRACTING OFFICER PRIOR
TO BEGINNING CONSTRUCTION. (UNDERGROUND UTILITIES AND OBSTRUCTIONS WERE NOT
IDENTIFIED DURING THE DESIGN OF THIS PROJECT. THE EXTENT OF UNDERGROUND UTILITIES
IS UNKNOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING
CONSTRUCTION DURING EXCAVATION.)
3. COORDINATE CIVIL WORKS AND OTHER TRADES.
4. ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE
CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT
WHERE A SEPARATE DETAIL IS SHOWN.
5. VERIFY EXISTING CONDITIONS. WHEN SPECIFIC INFORMATION IS INCORRECT, MISSING OR IS IN
CONFLICT, BRING THE CONFLICT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
BEGINNING WORK RELATED TO THAT ITEM.
6. THE CONTRACTOR SHALL TAKE CARE, BY THE USE OF GRADING, DIVERSION AND DEWATERING, TO PREVENT PONDING OF WATER ON SITE IN AREAS OF STRUCTURAL AND PAVEMENT
SUBGRADES.
7. THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF ALL OF THE NEW UTILITIES AND
SERVICE.
8. PRODUCTS SHALL BE INSTALLED PER MORE STRINGENT REQUIREMENTS OF THE DESIGN
DOCUMENTS OR THE MANUFACTURER'S PRINTED INSTRUCTIONS FOR THE INDICATED
APPLICATION. THESE INSTRUCTIONS SHALL BE MAINTAINED ON SITE FOR THE DURATION OF
THE INSTALLATION AT A MINIMUM.
9. TEMPORARILY SEED OR STABILIZE ALL AREAS OF EXPOSED EARTH THAT ARE PLANNED TO BE
UNFINISHED OR UNWORKED FOR A PERIOD EXCEEDING 14 DAYS.
10. EXISTING UTILITIES ARE SHOWN ON DRAWINGS TO THE EXTENT THEY WERE DISCOVERED IN
THE FIELD AND OBTAINED FROM OTHER DRAWINGS. IT SHALL BE THE SOLE RESPONSIBILITY
OF THE CONTRACTOR TO LOCATE AND VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO
EXCAVATION. ALL UTILITIES DISTURBED OR DAMAGED BY THE CONTRACTOR'S OPERATIONS
SHALL BE REPAIRED TO THE SATISFACTION OF THE UTILITY OWNER AT THE CONTRACTOR'S
COSTS BY THE CONTRACTOR.
11. NO EXCAVATION SHALL COMMENCE UNTIL FACILITY DIG PERMIT HAS BEEN OBTAINED AND ALL
UTILITIES HAVE BEEN FIELD LOCATED AND MARKED IN THE AREA OF PLANNED CONSTRUCTION.
12. THE CONTRACTOR SHALL MAINTAIN DRAINAGE IN ALL AREAS OF CONSTRUCTION AT ALL
TIMES. ANY DRAINAGE PIPE OR STRUCTURE DAMAGED BY THE CONTRACTOR'S ACTIONS
SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.
13. CONTRACTOR SHALL INSTALL TRAFFIC CONTROL DEVICES, SUCH AS CONES, DRUMS,
FLASHERS, BARRICADES, SIGNS, ETC. TO SAFELY CHANNEL OR DIRECT TRAFFIC. WHEN
NECESSARY, FLAG MEN SHALL BE USED IN CONJUNCTION WITH THE TRAFFIC CONTROL
DEVICES.
14. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED WHENEVER NECESSARY, REMAIN IN PLACE
ONLY AS LONG AS THEY ARE NEEDED, AND BE REMOVED IMMEDIATELY THEREAFTER.
15. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPLICABLE SPECIFICATION OF THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" LATEST EDITION.
1. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH ALL MATERIALS AND PERFORM ALL
WORK FOR THE PROPER INSTALLATION, MAINTENANCE AND REMOVAL OF TEMPORARY EROSION
CONTROL MEASURES NECESSARY TO CONTROL SILTATION.
2. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION DEVICES AROUND ALL DRAINAGE
INLETS, CULVERTS, BOX CULVERTS, DITCHES ETC.
3. THE CONTRACTOR SHALL ENSURE THAT NO MATERIAL OR DEBRIS IS TRACKED ONTO THE
ROADWAY. ANY MATERIAL TRACKED ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
4. USE COMPOST SOCKS THAT ARE COCONUT FIBER OR HARDWOOD MULCH. INSTALL
COMPOST SOCKS ALONG CONTOURS AND IN DRAINAGE CONVEYANCE SWALES TO HELP
REDUCE THE EFFECTS OF SOIL EROSION AND RETAIN SEDIMENT. STRAW, PINE NEEDLE AND
LEAF MULCH FILLED COMPOST SOCKS ARE NOT PERMITTED UNDER THIS SPECIFICATION.
5. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND COMPLY WITH ALL PROVISIONS
OF THE STATE OF TEXAS STORM WATER CONSTRUCTION GENERAL PERMIT. EROSION
CONTROL PHASING AND LOCATIONS SHALL BE ADAPTED IN THE FIELD BY THE CONTRACTOR
TO ACCOMMODATE CONSTRUCTION PHASING.
6. SEQUENCE OF WATER POLLUTION PREVENTION CONTROLS
6.1. INSTALL SILT FENCE AND COMPOST SOCKS.
6.2. STRIP AND STORE TOP SOIL.
6.3. INSTALL PIPES, PLACE COMPOST SOCKS AROUND PIPE INLET.
6.4. BRING SITE TO GRADE.
6.5. MAINTAIN TURF AND MAINTAIN SILT FENCE AND SEDIMENT TUBES TO RESTRICT RUN
OFF OF AREAS NOT TURFED, THROUGHOUT THE LENGTH OF THE CONSTRUCTION
PERIOD.
6.6. WHEN CONSTRUCTION IS NEAR COMPLETE, RESPREAD TOPSOIL, FINE GRADE AND
RE-SEED WITH SEED AS SPECIFIED. REMOVE TEMPORARY CONTROLS AFTER GRASS IS
ESTABLISHED.
7. MAINTENANCE PLAN
7.1. CHECK ALL DISTURBED AREAS, EROSION AND SEDIMENT CONTROLS AFTER EACH
SIGNIFICANT RAINFALL BUT NOT LESS THAN ONCE PER WEEK
7.2. MAKE NECESSARY REPAIRS WITHIN 24 HOURS.
7.3. REMOVE SEDIMENT FROM THE BASIN, INLET PROTECTION DEVICES AND SILT FENCES
WHEN ACCUMULATED SEDIMENT HAS REACHED 50 PERCENT CAPACITY.
7.4. REPLACE NONFUNCTIONAL SILT FENCE.
7.5. MAINTAIN ALL VEGETATED AREAS TO PROVIDE PROPER GROUND COVER.
7.6. RESEED, FERTILIZE AND MULCH AS NEEDED.
8. DEWATERING
8.1. ALL WATER REMOVED FROM SITE DURING DEWATERING MUST BE REINFILTRATED INTO
ITS ORIGINAL PLUME.
8.2. ALL SUCH WATER SHALL PASS THROUGH SEDIMENT CONTROL DEVICES.
8.3. AT A MINIMUM, THE DISCHARGE END OF THE DEWATERING PUMP SHALL BE PLACED
INSIDE A 10' DIAMETER SEDIMENT TUBE RING PLACED ON A LEVEL SURFACE.
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15154155
C-003
ABBREVIATIONS
MAX. MAXIMUM
m METER
MH MANHOLE
MIL.,mm MILLIMETER
MIN. MINIMUM
N NORTH
N.A. NOT APPLICABLE
NE NORTHEAST
NIC NOT IN CONTRACT
NO OR # NUMBER
NW NORTHWEST
O.C. ON CENTER
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
POE POINT OF ENDING
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
PVMT. PAVEMENT
R RADIUS
REQD. REQUIRED
S SOUTH
SE SOUTHEAST
SIM. SIMILAR
SQ. FT., SF SQUARE FOOT; FEET
S.S. STAINLESS STEEL
SW SOUTHWEST
T TANGENT (ALIGNMENT)
T THICKNESS (PIPE)
TC TOP OF CURB
TW TOP OF WALK
TYP. TYPICAL
W/ WITH
W.W.F. WELDED WIRE FABRIC
A.F.F. ABOVE FINISHED FLOOR
& AND
ALT. ALTERNATE
ALUM. ALUMINUM
@ AT
B.C. BACK OF CURB
BLDG. BUILDING
C CENTERLINE
C.I. CAST IRON
CLR. CLEAR
COL. COLUMN
CONC. CONCRETE
CMU CONCRETE MASONRY UNIT
CONT. CONTINUOUS
D DEGREE OF CURB
DIA., D DIAMETER OR Ø
DS DOWNSTREAM
DSP DOWNSPOUT
EL, ELEV. ELEVATION
EXP. JT. EXPANSION JOINT
F.C. FACE OF CURB
F.O.A. FACE OF GUTTER
FG FINISHED GRADE
FIN. FINISH, FINISHED
F.F.E. FINISHED FLOOR ELEVATION
FD FLOOR DRAIN
FND. FOUND
FT. FOOT, FEET
G. GAUGE
GALV. GALVANIZED
H.C. HANDICAP
HT. HEIGHT
INSUL. INSULATION
INT. INTERIOR
INV INVERT
JT. JOINT
LEGEND
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SCALE:
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NAVFAC DRAWING NO.
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DRAWFORM REVISION: 07 AUG 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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BRANCH MANAGER
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FIRE PROTECTION
A1
DETAIL TITLE
SCALE: 1/8" = 1'-0"
TITLE
NUMBER INDICATES BUILDING SECTION,
ELEVATION, WALL SECTION OR DETAIL ON SHEET.
INDICATES DETAIL SCALE
KEYNOTE TAG NEW WORK
DETAIL TAG SECTION TAG
0 30'30' 10'20'
KEYNOTE TAG DEMOLITION WORK
A
A1
C-511
A
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FFE 605.8±
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BLDG 1619
FFE 603.0±
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X X X X X X X X X X X X X X X X X X X
X
W
W
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8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W
W
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ELECTRICAL BOX ON POLE
GATE CODE ENTRY BOX
BOTTOM OF FUEL HOUSING BASIN, EL. 602.22
6" ROUND GRATED DRAIN INLET
TOP EL. 605.66
ELECTRICAL SWITCH BOX ON POLE
8' TALL METAL BLAST SHIELD
6" PVC PIPE DRAIN, FL OUT
EL. 604.47
WATERLINE SQUARE MANHOLE WITH
METAL COVER
UNIDENTIFIED UTILITY
SIGN, 5MPH
MONITOR WELL
METAL BOLLARDS
FILLED WITH
CONCRETE, TYP.
GATE CODE ENTRY BOX
ABANDONED
CATCH BASIN
6" PVC WITH
METAL GRATE FL
OUT EL. 602.44.
(NORTH FL IN
PLUGGED)
CATCH BASIN
TOP EL. 603.36
BOT EL. 601.26
POST INDICATOR VALVE
CATCH BASIN
TOP EL. 603.79
BOT EL. 601.56
CATCH BASIN
TOP EL. 602.95
BOT EL. 601.61
SET IRON ROD
E=2297622.72
N=6967548.05
Z=601.41
LOW WIRE
EL. 624.27
LOW WIRE EL.
619.72
LOW WIRE EL. 629.71
LOW WIRE EL. 625.18
LOW WIRE EL. 623.61
LOW WIRE
EL. 616.16
LOW WIRE EL. 621.49
LOW WIRE EL. 620.70
LOW WIRE EL. 618.57
30" RCP FL OUT EL. 599.98
24" RCP FL IN EL. 596.98
12" PVC FL OUT EL. 599.82
6" PVC INV EL. 598.77
UNKNOWN UTILITY MANHOLE TOP EL. 600.90
INV EL. 596.83
CATCH BASIN 8" SQUARE TOP EL.
601.96
INV EL. 601.48
CATCH BASIN
TOP EL. 602.62
BOT EL. 601.24
12" PVC FL IN EL. 601.27
12" PVC FL OUT EL. 601.24
8" PVC FL OUT 598.92
16X20 ARCHED CMP
FL IN EL.598.92
30" RCP FL IN EL. 597.94
WOOD DECK
SET IRON ROD
E=2297928.70
N=6967789.30
Z=597.14
8" PVC FL IN EL. 600.23
UNIDENTIFIED UTILITY
16X20 ARCHED CMP
FL OUT EL.598.91
12" FL OUT EL. 598.97
MANHOLE TOP EL. 600.57 INV EL. 596.53
CATCH BASIN
TOP EL. 600.81
BOT EL. 599.37
6" PVC FL IN EL. 599.35
12" PVC FL OUT EL.
599.00
(3) GAS "FILL" VALVES (NOT
IN USE) GAS/JP-4/DIESEL
8" ROUND METAL
GRATE TOP EL. 601.91
PAD MOUNTED
TRANSFORMER, TYP.
POST INDICATOR VALVE
WATER
FAUCET WITH
BOLLARD
ROCK PILE
WET TAP
JACK AND BORE
SEWER
MANHOLE
0 30'30' 10'20'
PLAN
NORTH
1. SURVEY PERFORMED BY JOHNSON McADAMS SURVEYING AND MAPPING ON
DECEMBER 10, 2019
2. HORIZONTAL CONTROL: TEXAS NORTH CENTRAL NAD83 IN US FEET
3. VERTICAL CONTROL: NAV88 IN US FEET
4. CONTROL REFERENCE POINTS USED: K910 1945 AND J910 1945
GENERAL NOTES
LEGEND
EXISTING THIS CONTRACT
STORM DRAIN
WATER
GAS
SANITARY SEWER
OVERHEAD POWER
UNDERGROUND
TELEPHONE
UNDERGROUND
ELECTRICAL
CLEANOUT
CATCH BASIN
ELECTRICAL MANHOLE
WATER VALVE
GAS VALVE
POWER POLE
GUY
FIRE HYDRANT
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE WALK
BUILDING/STRUCTURE
SOIL BORINGS
DRAINAGE FLOW
CURB AND GUTTER
SURVEY BENCHMARK
FENCE
W
CB
B-4
G
SS
EOP
UGT
UGE
B-3
SCALE:
SITE SURVEY PLAN
A1
1"=30'-0"
KEY PLAN
The Johnson-McAdams Firm P.A.
F I
M
E
Z
J o b s
V
Y
S i m u l a t o r
B l d g
F t
W o r t h S u b m i t t a l s R
T A
D r a w i n g s c i v i l R
A W
C d
Y O
M
E
C
O
T T
E D
F r i d a y
J a n u a r y
E
R a b a r g e r
D E
P A
R T
M E
T
V
Y
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.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 07 AUG 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
S I T
E
S
U R
V E
Y
P
L A
N
THT AEW FEJ
AS NOTED
15154156
C-004
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
D
S O
U
TH
E A
S T
N A
S
J R
B
F
O R
T
W
O R
T H
T
X
N A
A
T I O
N
J O
I N
T
R
E S
E R
S
E F
O R
T
W
O R
T H
T
E X
A S
F3 5A
S
IM
SQ
UA
D
O
PP
S
CI
VI
L/
SI
TE
D
ES
IG
N
JM / SR
1651220
CONTROL REFERENCE
POINT ID NORTHING EASTING ELEVATION
K910
6967149.66 2296878.49 614.71
J910
6965200.65 2298839.58 604.67
51.73
X
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text W
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AutoCAD SHX Text
CO
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CO
AutoCAD SHX Text
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CO
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AutoCAD SHX Text
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AutoCAD SHX Text G
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AutoCAD SHX Text G
AutoCAD SHX Text S
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text W
AutoCAD SHX Text 136333
AutoCAD SHX Text
M. ALAN BARGER
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
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AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text P
AutoCAD SHX Text R
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text L
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text E
CB
CB
C
B
D
O
O
L I T
T
E
APRON
CARSWELL AVE
CB
CB
C
C
C B
C
C
C
C
Breakline
NAS JRB FT WORTH
Base Wall
2901FALSE
BreaklineNAS JRB FT WORTH
Base Wall1
2901FALSE
Breakline
NAS JRB FT WORTH
Base Wall2
2901FALSE
Breakline
NAS JRB FT WORTH
Base Wall4
2901FALSEBreakline
NAS JRB FT WORTH
Base Wall5
2901FALSE
BreaklineNAS JRB FT WORTH
Base Wall6
2901FALSE
Breakline
NAS JRB FT WORTH
Base Wall7
2901FALSE
Breakline
NAS JRB FT WORTH
Base Wall8
2901FALSE
Breakline
NAS JRB FT WORTH
Edge Concrete
9001FALSE
BreaklineNAS JRB FT WORTH
Edge Conc
2901FALSE
Interior Boundary
NAS JRB FT WORTH
Bldg 16084001FALSE
Interior Boundary
NAS JRB FT WORTH
Bldg 16044001FALSE
CB
Interior Boundary
NAS JRB FT WORTH
BLdg4001FALSE
RandomNAS JRB FT WORTH
Concrete Pad9
9001FALSE
BreaklineNAS JRB FT WORTH
Concrete Pad11
9001FALSE
AC
A
C
A
C
A
C
EQUIPMENT PAD
W
B L D
G
F F
E
B
L
F
B L D
G
F F
E
BLDG 1629
FFE 604.4±
BLDG 1619
FFE 603.0±
FUEL STO.
CB
W
M
W
W
W
W W
W
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W W
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W W
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W W
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W W
W W
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W
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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
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
SS SS SS SS SS SS
SS SS SS SS
SS SS SS
S S
S S
S S
U
G
T
U
G
T
U G
T
U G
T
U G
T
U G
T
U G
T
U G
T U
G T
U G
T
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UG
T
U
G
T
UGT
UGT
U
G
T
U
G
T
U
G
T
U G
T U
G T
U G
T
UGT
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U G
T
U G
T
U G
T
U
G
T
U
G
T
UGT UGT UGT UGT UGT UGT UGT UGT UGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT
U G
T
U G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U
G
T
U G
T
U
G
T
U G
T
U G
T
U G
T
U G
T
U G
T
U G
T
U G
T
U G
T
UGT UGT UGT
U G
T U
G T
U
G
T
U
G
T
U G
T U
G T
U
G
T
U
G
T
E O
P
E O
P
E O
P
E O
P
E O
P
E O
P
E O
P
E O
P
E O
P
EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP
EOP EOP
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
E
O
P
EOP
EOP
EOP
EOP
EOP
EOP
EOP
E
O
P
E
O
P
E
O
P
EOP
EOP
U
G
E
U
G
E
U G
E
U G
E U
G E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
U G
E
U
G
E
U
G
E
U G
E U
G E
U G
E
U G
E
UGE
U
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E
U
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E
U G
E
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E
X X X X X X X X X X X X X X X X X X X
X
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X X
X
W
W
W
W
W
W
W
8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W
W
W
E I S
E N
H O
W
W
W
W W
W
W
W
W
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U
G
E
U G
E
U G
E
UGE
U G
E
U G
E
U
G
E
U
G
E
U
G
E
BLDG 1606
FFE 606.8
FUELING
STA. 1632
BLDG 1608
FFE 605.8±
X
X
X
X
X
X
X X
X X
X X
X X
X
X
X
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X
X X
X X
X X
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X X
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XXX
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XX
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X X
X X
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X
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X
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X
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S S
S S
S S
S S
S S
S S
S S
S S
X X
X
X
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XX XX XX
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XX XX
X
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X X
X X
X X
X X
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X X
X X
X X
X X
X X
X X
XX XX
The Johnson-McAdams Firm P.A.
F I
M
E
Z
J o b s
V
Y
S i m u l a t o r
B l d g
F t
W o r t h S u b m i t t a l s R
T A
D r a w i n g s c i v i l R
A W
C
D d
Y O
M
E
C
D
O
T T
E D
F r i d a y
J a n u a r y
E
R a b a r g e r
O V
E R
A L
L
D
E M
O L
I T
I O
N
S
I T
E
P
L A
N
THT AEW FEJ
AS NOTED
15154157
CD101
ROCK PILE
30'30' 10'20'
PLAN
NORTH
1. DEMOLISH WATERLINE, CAP WATERLINE TO REMAIN.
2. DEMOLISH UNDERGROUND ELECTRICAL.
3. DEMOLISH EXISTING SANITARY SEWER SERVICE.
4. DEMOLISH EXISTING UNDERGROUND COMMUNICATION.
5. RELOCATE EXISTING OVERHEAD PRIMARY, SEE ELECTRICAL.
6. DEMOLISH EXISTING FIRE HYDRANT.
7. DEMOLISH EXISTING OVERHEAD SERVICE AND RE-FEED BUILDING 1629, SEE
ELECTRICAL.
8. EXISTING UNDERGROUND COMMUNICATION LINE TO BE RELOCATED TO
BUILDING 1619, SEE ELECTRICAL DRAWINGS.
9. EXISTING GAS LINE TO BE RE-ROUTED AROUND SIMULATOR BUILDING.
10. EXISTING GAS LINE TO BE DEMOLISHED.
11. EXISTING UNDERGROUND COMMUNICATION LINE TO BE DEMOLISHED.
12. DEMOLISH PORTIONS OF EXISTING GAS LINE SERVING BUILDING 1619 AS
REQUIRED. RECONNECT TO RELOCATED GAS LINE AS INDICATED.
13. REMOVE EXISTING ROCK PILE.
14. EXISTING ASPHALT PAVEMENT TO BE DEMOLISHED.
15. EXISTING CONCRETE PAVEMENT TO BE DEMOLISHED.
16. EXISTING BUILDING TO BE DEMOLISHED.
17. SEE DETAIL A3/CD102
18. EXISTING SHED TO BE DEMOLISHED.
19. RELOCATE EXISTING FIRE HYDRANT.
20. REMOVE WATER SERVICE AND CAP LINE.
21. DEMOLISH EXISTING STORM DRAIN AND CATCH BASIN.
22. DEMOLISH EXISTING CULVERT.
23. DEMOLISH EXISTING CURB AND GUTTER.
24. RELOCATE EXISTING GUY, SEE ELECTRICAL.
25. PRIMARY ELECTRICAL POLE TO BE RELOCATED, SEE ELECTRICAL.
26. APPROXIMATE AREA OF ONSITE EXCAVATION AND EXAMINATION OF
PERIMETER FOUNDATIONS. FOUNDATION APPEARED TO CONSIST OF 24"
DEEP GRADE BEAM WITH 24" Ø PIERS AT APPROXIMATELY 10 FEET ON
CENTER. WIDTH OF GRADE BEAM AND DEPTH OF PIER NOT DETERMINED.
INVESTIGATION PERFORMED BY NAS JRB PUBLIC WORKS.
27. APPROXIMATE LOCATION OF GPR SURVEY. RESULTS OF SURVEY INDICATED
A SLAB VARYING DEPTH OF 5-8 INCHES, WITH WELDED WIRE FABRIC. WORK
PERFORMED BY SURVEY GPRS ON JUNE 30, 2020.
28. APPROXIMATE LOCATION OF CORE SAMPLE. CORE SAMPLE MEASURED 5.23
INCHES AND 5.92 INCHES. CORE SAMPLE TAKEN BY TERRACON ON JULY 14,
2020.
29. CHAIN LINK FENCE @ FLIGHT LINE TO REMAIN DURING CONSTRUCTION.
REPLACE IN KIND IF DAMAGED. COORDINATE WITH SECURITY TO MAINTAIN
FLIGHT LINE DELINEATION FROM PROJECT DURING CONSTRUCTION.
DEMOLITION NOTES
ELECTRICAL BOX ON POLE
GATE CODE ENTRY BOX
BOTTOM OF FUEL HOUSING
BASIN, EL. 602.22
6" ROUND GRATED DRAIN INLET
TOP EL. 605.66
ELECTRICAL SWITCH BOX ON POLE
8' TALL
METAL BLAST
SHIELD
6" PVC PIPE
DRAIN, FL OUT EL.
604.47
WATERLINE SQUARE MANHOLE WITH
METAL COVER
UNIDENTIFIED UTILITY
SIGN, 5MPH
MONITOR WELL
METAL BOLLARDS
FILLED WITH
CONCRETE, TYP.
GATE
CODE
ENTRY BOX
ABANDONED
CATCH BASIN
6" PVC WITH
METAL GRATE FL
OUT EL. 602.44.
(NORTH FL IN
PLUGGED)
CATCH BASIN TOP
EL. 603.36 BOT EL.
601.26
POST
INDICATOR
VALVE
CATCH BASIN TOP
EL. 603.79 BOT EL.
601.56
CATCH BASIN TOP
EL. 602.95 BOT EL.
601.61
LOW
WIRE EL.
624.27
LOW WIRE EL.
619.72
LOW WIRE EL. 629.71
LOW WIRE
EL. 625.18
LOW WIRE EL. 623.61
LOW WIRE EL. 616.16
LOW WIRE EL. 621.49
LOW WIRE EL. 620.70
LOW WIRE EL. 618.57
30" RCP FL OUT EL. 599.98
24" RCP FL IN EL. 596.98
12" PVC FL OUT EL. 599.82
6" PVC INV EL. 598.77
UNKNOWN UTILITY MANHOLE TOP EL. 600.90
INV EL. 596.83
CATCH BASIN 8" SQUARE TOP EL.
601.96
INV EL. 601.48
CATCH BASIN
TOP EL. 602.62
BOT EL. 601.24
12" PVC FL IN EL. 601.27
12" PVC FL OUT EL. 601.24
8" PVC FL OUT 598.92
16X20 ARCHED CMP
FL IN EL.598.92
30" RCP FL IN EL. 597.94
WOOD DECK
8" PVC FL IN EL. 600.23
UNIDENTIFIED UTILITY
16X20 ARCHED CMP
FL OUT EL.598.91
12" FL OUT EL. 598.97
MANHOLE TOP EL. 600.57
INV EL. 596.53
CATCH BASIN
TOP EL. 600.81
BOT EL. 599.37
6" PVC FL IN EL. 599.35
12" PVC FL OUT EL.
599.00
(3) GAS "FILL" VALVES (NOT
IN USE) GAS/JP-4/DIESEL
8" ROUND METAL
GRATE TOP EL. 601.91
PAD MOUNTED
TRANSFORMER, TYP.
POST INDICATOR VALVE
WATER
FAUCET WITH
BOLLARD
DRAINAGE
CULVERT
LEGEND
EXISTING THIS CONTRACT
STORM DRAIN
WATER
GAS
SANITARY SEWER
OVERHEAD POWER
UNDERGROUND
TELEPHONE
UNDERGROUND
ELECTRICAL
CLEANOUT
CATCH BASIN
ELECTRICAL MANHOLE
WATER VALVE
GAS VALVE
POWER POLE
GUY
FIRE HYDRANT
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE WALK
BUILDING/STRUCTURE
DRAINAGE FLOW
CURB AND GUTTER
W
CB
XX
G
SS
EOP
UGT
UGE
W
G
SS
EOP
UGT
UGE
XX
XX
XX
XX
XX
XX
XX
SCALE:
OVERALL DEMOLITION SITE PLAN
A1
1"=30'-0"
P A
R T
M E
T
V
Y
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.
N A
V A
L
F
A C
I L I T
I E
S
E
N G
I N
E E
R I N
G
C
O M
M A
N D
DES DRW
S Y
M D
E S
C R
I P
T I O
N D
A T
E A
P P
R
DRAWFORM REVISION: 07 AUG 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
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CHIEF ENG/ARCH
FIRE PROTECTION
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AS NOTED
15154158
CD102
DEMOLITION NOTES
KEY PLAN
(PHOTO LOOKING SOUTH) (PHOTO LOOKING SOUTH)
DM01
DM02
DM03
(PHOTO LOOKING WEST)
DM04
DM05
DM01
C2
FUELING
STA.1632
FUEL
STO.
C3
A2
SCALE:
BLDG. 1604
C1
N.T.S. SCALE:
BLDG. 1606
C2
N.T.S. SCALE:
BLDG. 1608
C3
N.T.S.
SCALE:
MISC. SITE FACILITY
A2
N.T.S.
D E
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DRAWFORM REVISION: 07 AUG 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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1651220
ASBESTOS DEMOLITION NOTES
REFERENCE:
ASBESTOS SURVEY AND LEAD-BASED PAINT (LBP) SAMPLING REPORT PREPARED
ON JANUARY 10, 2020 BY TERRACON PROJECT NO. 95197819
DAØ1 ALL ASBESTOS-CONTAINING BUILDING MATERIALS SHALL BE REMOVED
PRIOR TO DEMOLITION ACTIVITIES. SEE ASBESTOS SPECIFICATION.
LEAD-BASED PAINT
DLØ1 EXISTING LEAD COATED MATERIALS SHALL BE DEMOLISHED.
COATED MATERIALS CAN BE DISPOSED OF AS NORMAL CONSTRUCTION
WASTE WITH COATING INTACT. (LEAD-BASED PAINT ABATEMENT IS NOT
REQUIRED)
SCALE:
BLDG. 1632 AND APPURTNACES
A3
N.T.S.
D1
A3
DM01. CONTAINERS TO BE RELOCATED BY OTHERS PRIOR TO CONSTRUCTION.
DM02. OLD HANGAR SLAB FOUNDATION.
DM03. OLD HANGAR APRON.
DM04. ITEMS FOR REMOVAL UNDER THIS CONTRACT INCLUDE:
· REMOVE OF THE ABOVE-GROUND FUEL TANKS.
· REMOVE THE STRUCTURE/FENCE ENCLOSING THE TANKS.
· REMOVE THE UNDERGROUND FUEL PIPING.
· REMOVE THE FUEL DISPENSERS (QUANTITY OF DISPENSERS).
· REMOVE THE FUEL DISPENSER ISLAND.
· REMOVE THE FUEL DISPENSER CANOPY AND FOUNDATION.
· THE FUEL SYSTEM WILL CONTAIN LESS THAN 100 GALLONS OF FUEL THAT
THE CONTRACTOR SHALL REMOVE BEFORE DEMOLITION. ALL FUELS SHALL BE RECYCLED
OR DISPOSED OF IN ACCORDANCE WITH STATE OF TEXAS ENVIRONMENTAL REGULATIONS.
DM05. SHED TO BE DEMOLISHED.
REMOVE OF THE ABOVE-GROUND FUEL TANKS.
REMOVE THE STRUCTURE/FENCE ENCLOSING THE TANKS.
REMOVE THE UNDERGROUND FUEL PIPING.
REMOVE THE FUEL DISPENSERS
REMOVE THE FUEL DISPENSER ISLAND.
REMOVE THE FUEL DISPENSER CANOPY AND FOUNDATION.
NOTE:
THE FUEL SYSTEM WILL CONTAIN LESS THAN 100 GALLONS OF FUEL THAT THE CONTRACTOR SHALL REMOVE BEFORE DEMOLITION.
ALL FUELS SHALL BE RECYCLED OR DISPOSED OF IN ACCORDANCE WITH STATE OF TEXAS ENVIRONMENTAL REGULATIONS.
(SEE DEMOLITION NOTE #4 ON SHEET C-002 )
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O
L I T
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APRON
CARSWELL AVE
B L D
G
F F
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FFE 604.4±
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X
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SQUAD OPTS. BLDG.
FF 606.64
SIMULATOR BLDG.
FF 607.14
X X
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The Johnson-McAdams Firm P.A.
F I
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AS NOTED
15154159
C-101
0 30'30' 10'20'
PLAN
NORTH
WORK NOTES
EQUIPMENT ACCESS DRIVE
LEGEND
EXISTING THIS CONTRACT
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE WALK
BUILDING/STRUCTURE
DRAINAGE FLOW
CURB AND GUTTER
DRAIN INLET
FLARED END SECTION
SITE WORK LIMITS
HAUL ROUTE
1. SIDEWALK, SEE DETAIL C1/C-501
2. ACCESSIBLE RAMP, SEE DETAIL A1/C-501
3. CURB AND GUTTER, SEE DETAIL B1/C-504
4. CURB CUT, SEE DETAIL B2/C-504
5. REINFORCED CONCRETE PIPE, SEE SHEET C-507
6. HEADWALL, SEE SHEET C-507
7. FLARED END SECTION, SEE DETAIL C3/C-507
8. CHILLER WITH EQUIPMENT PAD, SEE DETAIL C2/C-502
9. ABA STALL , TYP., SEE DETAIL A1/C-503
10. ACCESSIBLE SIGNAGE, SEE DETAIL C1/C-503
11. PARKING STALL, TYP., SEE DETAIL A1/C-503
12. CONCRETE BUILDING ACCESS DRIVE, SEE DETAIL C1/C-504
13. ASPHALT PAVEMENT, SEE DETAIL B4/C-504
14. WHEEL STOP, SEE DETAIL B3/C-504
15. REMOVABLE BOLLARD, TYP., SEE DETAIL B1/C-510
16. SANITARY SEWER MANHOLE, SEE DETAIL B1/C-508
17. EQUIPMENT PAD, SEE DETAIL C1/C-502
18. CLEAN OUT, SEE DETAIL C3/C-508
19. TRANSFORMER PAD, SEE DETAIL C1/C-502 (SEE ELECTRICAL)
20. RAMP, SEE DETAIL A1/C-406
21. STORM DRAIN INLET, SEE DETAIL A1/C-507
22. 4' PERSONNEL GATE, SEE DETAIL B4/C-510
23. ATFP SETBACK, 16' TYP.
24. CONTRACTOR LAYDOWN AREA
25. EQUIPMENT ACCESS DRIVE, SEE DETAIL C1/C-504
26. EXISTING MANHOLE, LOWER TO MATCH NEW PAVEMENT.
27. PERMANENT BOLLARD, TYP., SEE DETAIL B1/C-510
28. FLIGHT LINE FENCE
29. GAS METER PAD
30. FIRE PUMP EQUIPMENT PAD
31. SCREEN WALL, SEE DETAIL A-415
32. PATIO
33. SEE DETAIL A1/C-506
SCALE:
SITE PLAN
A1
1"=30'-0"
D E
P A
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A
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D
2 3 4 5
1 2 3 4 5
A
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SHEET
NAVFAC DRAWING NO.
N A
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DES DRW
S Y
M D
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C R
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N D
A T
E A
P P
R
DRAWFORM REVISION: 07 AUG 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L
FA
C
IL
IT
IE
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1651220
KEY PLAN
NOTE:
ALL ADJACENT FACILITIES SHALL REMAIN
ACCESSIBLE AND OPERATIONAL DURING
DEMOLITION AND CONSTRUCTION ACTIVITIES.
SIMULATOR
BUILDING LIMITS
SQUAD OPTS. BUILDING
SITE WORK LIMITS
SIMULATOR
BUILDING LIMITS
SQUAD OPTS. BUILDING
SITE WORK LIMITS
SQUAD OPTS. BUILDING
SITE WORK LIMITS
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BLDG 1629
FFE 604.4±
BLDG 1619
FFE 603.0±
X X X X X X X X X X X X X X X X
SQUAD OPTS. BLDG.
FF 606.64
SIMULATOR BLDG.
FF 607.14
BLDG. CORNER
N6967942.89
E2297507.75
BLDG. CORNER
N6967825.78
E2297658.98
BLDG. CORNER
N6967748.86
E2297599.41
BLDG. CORNER
N6967865.96
E2297448.18
BLDG. CORNER
N6967962.69
E2297543.27
BLDG. CORNER
N6968110.39
E2297657.50
BLDG. CORNER
N6968048.83
E2297737.12
BLDG. CORNER
N6967901.11
E2297622.91
X X
X
X X
X
C J
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C J
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CJ
CJ
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SIDEWALK
N6968041.56
E2297761.09
SIDEWALK
N6968073.60
E2297580.57
SIDEWALK
N6968032.77
E2297572.13
SIDEWALK
N6968024.80
E2297566.08
SIDEWALK
N6968005.01
E2297550.78
SIDEWALK
N6968000.26
E2297547.11
SIDEWALK
N6967953.25
E2297510.69
SIDEWALK
N6967857.23
E2297618.36
SIDEWALK
N6967813.68
E2297464.81
SIDEWALK
N6967797.21
E2297486.08
SIDEWALK
N6967756.02
E2297539.27
SIDEWALK
N6967738.94
E2297561.33
SIDEWALK
N6967924.82
E2297582.35
SIDEWALK
N6967940.57
E2297571.74
SIDEWALK
N6967915.06
E2297560.03
SIDEWALK
N6967924.09
E2297648.23
SIDEWALK
N6968001.62
E2297708.22
SIDEWALK
N6968102.13
E2297682.95
SIDEWALK
N6968143.47
E2297715.03
SIDEWALK
N6967872.51
E2297614.96
SIDEWALK
N6967861.42
E2297725.63
SIDEWALK
N6967801.78
E2297803.51
SIDEWALK
N6967806.84
E2297807.40
SIDEWALK
N6967866.89
E2297729.72
EQUIPMENT PAD
N6967963.34
E2297525.59
SIDEWALK
N6968123.03
E2297655.88
SIDEWALK
N6968119.83
E2297638.82
SIDEWALK
N6968086.15
E2297612.74
EQUIPMENT PAD
N6967933.34
E2297541.67
EQUIPMENT PAD
N6967924.17
E2297553.54
SIDEWALK
N6967955.42
E2297672.49
EQUIPMENT PAD
N6967948.34
E2297527.00
SIDEWALK
N6967938.65
E2297666.22
SIDEWALK
N6967943.06
E2297676.88
12.00
8.00
6.00
8.00
8.00
The Johnson-McAdams Firm P.A.
F I
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B l d g
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A W
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S I D
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A L
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Q U
I P
M E
Y
O U
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P
L A
N
THT AB FEJ
AS NOTED
15154160
C-102
PLAN
NORTH
LEGEND
EXISTING THIS CONTRACT
CONCRETE PAVEMENT
CONCRETE WALK
BUILDING/STRUCTURE
CURB AND GUTTER
DRAIN INLET
CONTROL/CONSTR. JOINT
EXPANSION JOINT
SCALE:
SIDEWALK/EQUIPMENT LAYOUT PLAN
A1
1"=20'-0"
WORK NOTES
1. SEE DETAIL C1/C-502
2. SEE DETAIL C2/C-502
0 20'20' 5'10'
KEY PLAN
D E
P A
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A
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2 3 4 5
1 2 3 4 5
A
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NAVFAC DRAWING NO.
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C R
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P P
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DRAWFORM REVISION: 07 AUG 2018
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
UNCLASSIFIED
U N
C L
A S
S I F
I E
D
UNCLASSIFIED
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
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FA
C
IL
IT
IE
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IN
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JM / SR
1651220
CJ CJ
EJ EJ
RADIUS VARIES
RADIUS VARIES
RADIUS VARIES
10.5
10.00
6.00
6.00
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BACK OF CURB
N6967894.72
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BACK OF CURB
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BACK OF CURB
N6967854.64
E2297659.42
ELEV.606.09
BACK OF CURB
N6967867.87
E2297682.08
ELEV.605.74
BACK OF CURB
N6967879.81
E2297713.02
ELEV.603.50
BACK OF CURB
N6967914.06
E2297881.21
ELEV.602.50
BACK OF CURB
N6967999.09
E2297771.21
ELEV.603.00
BACK OF CURB
N6967995.91
E2297725.74
ELEV.606.00
RADIUS POINT
N6967878.97
E2297713.45
RADIUS POINT
N6967921.10
E2297741.22
RADIUS POINT
N6967896.18
E2297904.34
RADIUS POINT
N6967845.60
E2297865.17
RADIUS POINT
N6967843.88
E2297863.84
RADIUS POINT
N6967849.02
E2297841.00
RADIUS POINT
N6967866.47
E2297854.52
RADIUS POINT
N6967814.23
E2297814.06
RADIUS POINT
N6967793.28
E2297824.66
RADIUS POINT
N6968000.38
E2297749.42
RADIUS POINT
N6967892.78
E2297719.29
RADIUS POINT
N6967945.29
E2297759.92
RADIUS POINT
N6967931.46
E2297754.10
RADIUS POINT
N6967930.22
E2297753.13
RADIUS POINT
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