Volume I_Amendment 004.pdf
PDF 8 MB Posted
- Solicitation number
- N69450-21-R0022
About this file
This solicitation seeks proposals for a design-build-construction project at Naval Air Station Fort Worth Joint Reserve Base in Texas. The project includes demolishing existing buildings and site work totaling 8,009 square feet; constructing a 20,000 square foot Flight Simulator Facility housing four full mission simulators; and a 33,729 square foot Squadron Operations/Aircraft Maintenance Unit building. The Flight Simulator Facility will have a reinforced concrete foundation, structural steel frame, and standing seam metal roof with 4-inch split face masonry exterior walls and insulated glass windows. A secured portion of the building will house simulators and support spaces meeting ICD 705 standards. The Squadron Operations/Aircraft Maintenance Unit building will also have a reinforced concrete foundation, structural steel frame, and standing seam metal roof with 4-inch split face masonry exterior walls and insulated glass windows. The first floor will provide spaces for aircraft maintenance and the second floor will include a secure area and administrative offices for squadron operations.
View the file
Other files
Show all 32
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CB
CB
CB
C
B
D
O
O
L I T
T
L E
A
V
E
APRON
CARSWELL AVE
CB
CB
C
C
C B
C
C
C
C
CB
AC
A
C
A
C
A
C
EQUIPMENT PAD
W
FUELING
STA. 1632
B L D
G
F F
E
B
L
D
G
F
F
BLDG 1608
FFE 605.8±
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
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
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
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
UGT
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
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
UGE
U G
E
U G
E
U
G
E
U
G
E
U
G
E
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
G
E
U
G
E
U G
E
U G
E
U G
E
U G
E
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
BLDG 1606
FFE 606.8
X X X X X X X X X X X X X X X X X 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
R
B-1 B-2
B-3
B-5 B-6
B-4
X
X X
X
ROCK PILE
(HAS BEEN REMOVED)
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
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 L
E
N
A M
E
Z
J o b s
M
N
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 A m e n d m e n t f r o m
J M
C F
C i v i l C d w g
Y
O U
T
N
A M
E
C
P
O
T T
E D
T u e s d a y
A p r i l p m
U
S E
R a w o o d a r d
D E
P A
R T
M E
T
O
T
H
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
6 33
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
Y
I
S
A
T I O
N
J O
I N
T
R
E S
E R
B
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
A
M D
T
R
E V
I S
T
E
A
B
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
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text W
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
AutoCAD SHX Text
AutoCAD SHX Text G
AutoCAD SHX Text G
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
AutoCAD SHX Text E
AutoCAD SHX Text X
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
AutoCAD SHX Text
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
BreaklineNAS JRB FT WORTH
Base Wall2
2901FALSE
BreaklineNAS JRB FT WORTH
Base Wall4
2901FALSEBreaklineNAS JRB FT WORTH
Base Wall5
2901FALSE
BreaklineNAS JRB FT WORTH
Base Wall6
2901FALSE
BreaklineNAS JRB FT WORTH
Base Wall7
2901FALSE
BreaklineNAS JRB FT WORTH
Base Wall8
2901FALSE
BreaklineNAS 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
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
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
UGT
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
G
E
U
G
E
U G
E
U G
E
U G
E
U G
E
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
X X X X X X X X X X X X X X X X X X X
X
X
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
X
X
X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
XX
XX
XX
XX
XX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
XX
X X
X X
X X
X X
X X
X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X X
X
X
X
XXX
X
X
X
X
XX
XX
XX
X X
X X
X X
X
X
X
X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X X
XX
X X
X X
X
X
X
X
X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
S S
S S
S S
S S
S S
S S
S S
S S
X X
X
X
X
X
X X
X X
X X
X
X
X
X
XX
XX
XX
X
X
X
X
X X
XX XX
XX XX XX
XX
XX
XX
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
XX
XX
XX
XX
X
X
X X
X X
X X
X
X
X
X
XX XX
X
X
X X
X X
X X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
XX XX
ROCK PILE
(HAS BEEN REMOVED)
The Johnson-McAdams Firm P.A.
F I L
E
N
A 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 A m e n d m e n t f r o m
J M
C F v i l C
D d
Y
O U
T
N
A M
E
C
D
O
T T
E D
T u e s d a y
A p r i l p m
U
S E
R a w o o d a r d
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
7 33
CD101
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. DEMOLISH EXISTING UNDERGROUND COMMUNICATION LINE TO BE
RELOCATED TO BUILDING 1619, SEE ELECTRICAL DRAWINGS SHEET TD101.
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
UNCLASSIFIED
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
A
M D
T
R
E V
I S
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
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text G
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
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 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
AutoCAD SHX Text E
AutoCAD SHX Text X
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
O
L I T
T
E
APRON
CARSWELL AVE
B L D
G
F F
E
B
L
F
BLDG 1629
FFE 604.4±
BLDG 1619
FFE 603.0±
X
E I S
E N
H O
W
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
X X
X
X X
X
C B
The Johnson-McAdams Firm P.A.
F I L
E
N
A 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 A m e n d m e n t f r o m
J M
C F v i l C d
Y
O U
T
N
A M
E
C
O
T T
E D
T u e s d a y
A p r i l p m
U
S E
R a w o o d a r d
S I T
E
P
L A
N
THT AEW FEJ
AS NOTED
15154159
9 33
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
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
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
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
A
M D
T
R
E V
I S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
CO
AutoCAD SHX Text S
AutoCAD SHX Text S
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
AutoCAD SHX Text E
AutoCAD SHX Text X
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
D
O
O
L I T
T
E
APRON
CARSWELL AVE
CB
CB
C
C B
C
C
C
C
BreaklineNAS JRB FT WORTH
Base Wall1
2901FALSE
BreaklineNAS JRB FT WORTH
Base Wall2
2901FALSE
BreaklineNAS JRB FT WORTH
Base Wall4
2901FALSEBreaklineNAS JRB FT WORTH
Base Wall5
2901FALSE
BreaklineNAS JRB FT WORTH
Base Wall6
2901FALSE
BreaklineNAS JRB FT WORTH
Base Wall7
2901FALSE
BreaklineNAS JRB FT WORTH
Base Wall8
2901FALSE
BreaklineNAS 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
BLdg4001FALSE
RandomNAS JRB FT WORTH
Concrete Pad9
9001FALSE
BreaklineNAS JRB FT WORTH
Concrete Pad11
9001FALSE
A
C
A
C
A
C
EQUIPMENT PAD
B L D
G
F F
E
B
L
F
BLDG 1629
FFE 604.4±
BLDG 1619
FFE 603.0±
CB
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
G
G
G
G
G
G
G
G
G
G
G
G
SS SS SS SS SS SS
SS SS SS SS
SS
U G
T U
G T
U G
T
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
U
G
T
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
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
UGE
U G
E U
G E
U G
E
U
G
E
U G
E
U G
E
U G
E
U G
E
U G
E
U
G
E
U
G
E
U
G
E
U
G
E
X X X X X X X X X X X X X X 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
G G G G G G G G G G G G G G
G
G G
G G
G G
G G
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
FH
W
W
W W
W W
W W
W W
W
S S
S S
S S
S S
SS
SS
SS
SS
SS
SS
FH
FH FH
FH
SS
0+50.00
1+50.00 2+50.00
3+50.00
0+35.90
0+00.00
G
SQUAD OPTS. BLDG.
FF 606.64
SIMULATOR BLDG.
FF 607.14
SS SS
S S
S S
S S
S S
S S
S S
S S
S S
S S
W
W
W
W
4+50.49
0+00.00
1+00.00 2+00.00
3+00.00
4+00.00
X X
X
X X
X
The Johnson-McAdams Firm P.A.
F I L
E
N
A 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 A m e n d m e n t f r o m
J M
C F v i l C d
Y
O U
T
N
A M
E
C
O
T T
E D
T u e s d a y
A p r i l p m
U
S E
R a w o o d a r d
U T
I L
I T
Y
P
L A
N
THT AB FEJ
AS NOTED
15154162
12 33
C-104
0 30'30' 10'20'
PLAN
NORTH
UTILITY 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
BUILDING/STRUCTURE
WORK LIMITS
W
CB
G
SS
EOP
UGT
UGE
W
G
SS
EOP
UGT
UGE
1. FIRE HYDRANT, SEE DETAIL C1/C-509
2. POST INDICATOR VALVE (PIV), SEE DETAIL A1/C-509
3. WET TAP, SEE DETAIL A1/C-505
4. GAS TAP, SEE DETAIL B3/C-505
5. SANITARY SEWER MANHOLE, SEE DETAIL B1/C-508
6. CLEAN OUT, SEE DETAIL C3/C-508
7. TRANSFORMER PAD, SEE DETAIL C1/C-502
8. JACK AND BORE, SEE DETAIL B1/C-505
9. SANITARY SEWER PROFILE 1, SEE PROFILE SHEET C-401
10. SANITARY SEWER PROFILE 2, SEE PROFILE SHEET C-401
11. SANITARY SEWER SIM. BLDG. SERVICE LINE 1, SEE PROFILE SHEET C-401
12. WATER ISOLATION VALVE
13. GAS ISOLATION VALVE
14. FIRE CONNECTION
15. ODU-1
16. ODU-2
17. CHILLER EQUIPMENT PAD, SEE DETAIL C2/C-502
18. FIRE PUMP EQUIPMENT PAD, SEE DETAIL C2/C-502
19. DOMESTIC WATER
20. GAS METER EQUIPMENT PAD, SEE DETAIL B3/C-505
21. COORDINATE NEW GAS DISTRIBUTION WITH AUTHORITY.
MH #1
MH #2
10" PVC
MAIN
10" PVC
MAIN
10" PVC
MAIN
6" PVC
6" PVC
6" PVC
6" PVC
8" PVC
8" PVC
6" DUCTILE IRON
SCALE:
UTILITY PLAN
A1
1"=30'-0"
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
XXXXX
JM / SR
1651220
N69450-19-D-0123
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
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
KEY PLAN
SIMULATOR BUILDING
LIMITS
SQUAD OPTS. BUILDING
LIMITS
SIMULATOR BUILDING
LIMITS
SQUAD OPTS. BUILDING
LIMITS
SQUAD OPTS. BUILDING
WORK LIMITS
2" HDPE GAS
SERVICE LINE
MATCH EXISTING
HDPE GAS MAIN
10" PVC
MH#3 2+61.99
EXISTING MH
TOP EL.=600.57
INV. EL.=596.53
(FIELD VERIFY PRIOR TO CONSTRUCTION)
RECCONECT SEWER SERVICE
FROM BLDG 1628 TO NEW
SEWER LINE.
A
M D
T
R
E V
I S
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text G
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text W
AutoCAD SHX Text G
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
AutoCAD SHX Text E
AutoCAD SHX Text X
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
WHERE SHEETFLOW
REQ'D.
TYP.
NOTE:
STANDARD CURB SHAPE OF THE STATE IN WHICH THE PROJECT IS
LOCATED MAY BE SUBSTITUTED.
4"
6" 1'-6"
COMPACTED
SUBGRADE
3 7/8"
2" RADIUS (SEE
NOTE)
THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF SUBSURFACE COURSES PROVIDED A
MINIMUM THICKNESS OF 7" IS MAINTAINED.
6" 1'-6"
1/4":1'
1":1'
V A
R I E
S
2' SHOULDER
12.5'
2' SHOULDER
SLOPE 2%
CONCRETE DRIVE
SECTION
1/4" (TYP)
2-1/8"
2-7/8"
5"
NOTE:
PRECAST SHALL BE 4,000 PSI.
O
M
E
D
P
A
V
E
M
E
N
T
FILL HOLE W/SILICONE CAULK2-#3 REBARS
#6 @ 2-6' LONG
2"
8"
6" (TYP.)
4-1/2"
A
12.5' MIN WIDTH
~5% FOR 8' TO ROADWAY
N
W
V
E
M
E
N
T
EQUIPMENT ACCESS DRIVE DETAIL
* - DENOTED AREA TO MAINTAIN
DRAINAGE
A
TIE TO EXISTING CURB
~5% FOR 8'
MATCH PARKING LOT
* - DENOTED AREA TO MAINTAIN
DRAINAGE
PAVEMENT TYPE
VARIES
1'-6"
SECTION A-A
NEW
PAVEMENT
1/2" JOINT FILLER
APPROX 5%
(OR FLATTER)
PARKING LOT DRIVE DETAIL
A
A
EXISTING PAVEMENT
PORTLAND CEMENT CONCRETE PAVEMENT CONTRACTION JOINTS SHALL BE PLACED ON A MAXIMUM 15'
SPACING WITH AN ASPECT RATIO OF < 1.25. ALTERNATE JOINT LAYOUTS MAY BE PROVIDED BY THE
CONTRACTOR TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
SYMBOLS
* SECOND SAWCUT
** FIRST SAWCUT-SHALL BE MADE AS SOON
AS CONCRETE HAS HARDENED
SUFFICIENTLY TO PREVENT RAVELING OR
SPAWLING AND PRIOR TO ANY RANDOM
CRACKING.
SEE TYPICAL SECTION
1" DEEP FLEXIBLE
JOINT SEALER
1/2" EXPANSION
JOINT MATERIAL
PAVEMENT
EXISTING ROAD
PROTECT AND SAW
CUT EXISTING CURB
3/4" LIP
FULL DEPTH PAVEMENT SAWCUT AT THE FACE OF
THE EXISTING CURB AND GUTTER. REPAIR SECTION
LIKE-IN-KIND
TAPERED CONCRETE
CURB (TYP)
RADIUS (VARIES)
CONTROL JOINT
M I N
RADIUS VARIES
FULL DEPTH PAVEMENT SAWCUT AT THE
FACE OF THE EXISTING AND GUTTER.
REPAIR SECTION LIKE-IN-KIND
1"DIA.
HOLE
(TYP 2)
T.O.C.
E.L.
VARIES
SEE DETAIL A
EXPANSION JOINT
CONSTRUCTION JOINT
DETAIL A
NOTE:
JOINT SEALANT RESERVOIR IS SIZED FOR SILICONE SEALANTS.
CONTROL JOINT
T
T
P L A
N
T
H I C
K N
E S
S
FIRST
SLAB
SECOND
SLAB
LIQUID JT.
SEALANT
1-1/4"
T
T
3/8"
T
W
I D
T H
S
A W
C U
T
SAWED
JOINT
FACE
1/4" TO 1/2"
SEALANT DEPTH
1/4" BELOW PAVEMENT
1/2"±1/8"
M I N
I M
U M
5/8" ±1/8" ROD
BACK-UP MATERIAL
ROD BACK-UP MATERIAL
OR SPONGE RUBBER
SEALANT
TEXAS DEPARTMENT OF TRANSPORTATION’S (TxDOT)
ITEMS INDICATED BELOW SHALL CONFORM WITH THE MATERIAL, MEANS AND METHODS REQUIRED BY - TxDOT'S STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF
HIGHWAYS, STREETS, AND BRIDGES (2014). SUBMITTAL ALL MATERIAL TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO INCORPORATING INTO THE PROJECT. NON-CONFORMING
WORK SHALL BE REMOVED AND REPLACED AT NO COST THE THE GOVERNMENT.
ITEM SECTION
NOTES (SUB SECTIONS REFERENCE TxDOT MATERIAL REQUIREMENTS)
HOT MIX ASPHALT (HMA)
340 TYPE "D" DENSE-GRADED HOT-MIX ASPHALT
TACK COAT 314
SS-1 AT 0.1 GAL/SY (SUB-SECTION 300)
PRIME COAT 310
MC-30 AT 0.2 GAL/SY (SUB-SECTION 300)
FLEXIBLE BASE MATERIAL 247 TYPE "A" GRADE 1-2
EARTHWORK 132
COMPACT FILL, MATCHING ADJACENT UNDISTURBED MATERIAL, TO AT LEAST 98% DRY DENSITY ESTABLISHED IN
ACCORDANCE WITH TEX-114-E. EXISTING PAVEMENT MAY BE UTILIZED WHERE PARTICLE SIZE IT DOES NOT EXCEED
2" OR THE MANUFACTURER'S WRITTEN REQUIREMENTS FOR THE PIPE, CONDUIT, OR UTILITY.
CONCRETE SIDEWALKS 531
CLASS 'A' CONCRETE (SUB-SECTION 421)
SODDING 162 BERMUDA SOLID BLOCK SOD
FLEXIBLE PAVEMENT
CONCRETE PAVEMENT
8" SCARIFIED AND
COMPACTED SUBGRADE
(COMPACT TO A MINIMUM
95% ASTM D 698).
UNREINFORCED CONCRETE
4,000 PSI @28 DAYS
9" FLEXIBLE BASE MATERIAL
PRIME COAT
2.5" ASPHALTIC
CONCRETE TxDOT MIX
8" SCARIFIED AND
COMPACTED SUBGRADE
(COMPACT TO A MINIMUM
95% ASTM D 698).
2'-0" 4'-0" 2'-0"
TIE TO GRADE
ENGINEERING FABRIC 5022
GEOGRID BASE REINFORCEMENT, TYPE II
BOND BREAKING TAPE
(COMPATIBLE WITH
JOINT SEALANT)
BOND BREAKER
(ASPHALT EMULSION OR
CURING COMPOUND)
COMPACTED SUBGRADE
PAVEMENT
CURB
X X X
ENGINEERING FABRIC
F I L
E
N
A 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 A m e n d m e n t f r o m
J M
C F v i l C d
Y
O U
T
N
A M
E
C
O
T T
E D
T u e s d a y
A p r i l p m
U
S E
R a w o o d a r d
P A
V E
M E
T
A I L
S
THT AB FEJ
AS NOTED
15154174
24 33
C-504
The Johnson-McAdams Firm P.A.
SCALE:
PARKING LOT DRIVE DETAILS
C1
N.T.S.
SCALE:
EQUIVALENT TRANSIT SPECIFICATIONS
C3
N.T.S.
SCALE:
CURB AND GUTTER
B1
N.T.S.
SCALE:
WHEEL STOP DETAILS
B3
N.T.S. SCALE:
TYPICAL PAVEMENT SECTIONS
B4
N.T.S.
SCALE:
CONCRETE BUILDING ACCESS DRIVE DETAIL
A1
N.T.S. SCALE:
RIGID PAVEMENT (CONCRETE)
A2
N.T.S.
SCALE:
CURB CUT DETAIL
B2
N.T.S.
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
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
A
M D
T
R
E V
I S
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
AutoCAD SHX Text E
AutoCAD SHX Text X
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
| C-004 |
| CD101 |
| C-101 |
| C-104 |
| C-504 |
File details come from the government source that posted it. Updated .