W912QR24B0007_Plans-0002.pdf
PDF 7 MB Posted
- Attached to
- Automated Multipurpose Machine Gun Range - Ft. Devens, MA Federal contract opportunity
- Solicitation number
- W912QR24B0007
About this file
This document contains construction plans and drawings for an Automated Multipurpose Machine Gun (MPMG) Range facility to be built at Ft. Devens, Massachusetts. The plans include elevations, sections, floor plans, and construction details for a Range Control Tower, Classroom Building, and Covered Bleacher building. Key details include dimensions, materials, finishes, and structural specifications. The related federal contract opportunity, Solicitation W912QR24B0007, is for the construction of this MPMG Range and is open to small business participation only. The solicitation provides details on submission requirements, DUNS to Unique Entity ID transition, and the use of the PIEE Solicitation Module for electronic bid/proposal submission.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Opening Results W912QR24B0007.pdf | ||
| W912QR24B0007-0003.pdf | ||
| AMDT 0002 W912QR24B0007 - Ft. Devens MGR.pdf | ||
| W912QR24B0007_Specs-0002.pdf | ||
| W912QR24B0007-0001.pdf | ||
| AMDT 0001 W912QR24B0007 - Ft. Devens MGR.pdf | ||
| W912QR24B0007_Plans_Vol2-0000.pdf | ||
| W912QR24B0007_Specs_Vol1-0000.pdf | ||
| W912QR24B0007_Plans_Vol1-0000.pdf | ||
| W912QR24B0007_Specs_Vol2-0000.pdf | ||
| W912QR24B0007 - Ft. Devens Machine Gun Range.pdf |
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Text version
4' 2' 0 4' 8' 12'
"=1'-0"4
1GRAPHIC SCALE:
1A-110
1A-110
1A-110
1A-110
TYP.
5 5
B U
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1A-200
M
B A
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22 22
R A
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O N
T R
O L T
O W
E R
BUILDING ELEVATION
SOUTH
SCALE: 1/4" = 1'-0"
BUILDING ELEVATION
NORTH
SCALE: 1/4" = 1'-0"
BUILDING ELEVATION
EAST
SCALE: 1/4" = 1'-0"
BUILDING ELEVATION
WEST
SCALE: 1/4" = 1'-0"
TYP.
TYP.
23 23
A
M C
C O
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TYP.
M
B A
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J A
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SHEET KEYNOTES
GENERAL SHEET NOTES
GALVANIZED.
ALL STEEL FOR BALCONY, STAIRS, AND RAILS SHALL BE 1.
INSTALLATION
WINDOW SURFACE THOROUGHLY PRIOR TO
RESISTANT COATING ON THE OTHER. VLT: 15%. CLEAN
ADHESIVE ON ONE SIDE AND ACRYLIC ABRASION
CLEAR POLYESTER FILM WITH PRESSURE SENSITIVE
INSTALL A SUB CONTROL TINT TO WINDOWS. OPTICALLY 25.
EXTERIOR BUILDING SIGNAGE.24.
FILLED BOLLARD. PAINT SAFETY YELLOW.
6" DIAMETER, 4'-0" TALL GALVANIZED STEEL CONCRETE 23.
INSULATING GLASS.
ALUMINUM FRAMED OPERABLE WINDOW WITH LOW-E 22.
PTAC UNIT. REFER TO MECHANICAL DRAWINGS.21.
1-1/2" DIAMETER STEEL PIPE HANDRAIL. 20.
GUARDRAIL WITH GALVANIZED CHAIN LINK FABRIC.
1-1/2" NOMINAL DIAMETER GALVANIZED METAL 19.
RESISTANT TREADS. REFER TO STRUCTURAL DRAWINGS.
GALVANIZED METAL STAIR WITH METAL GRATE SLIP 18.
GALVANIZED METAL GRATE BALCONY. 17.
MINIMUM).
2" PRE-FINISHED INSULATED METAL WALL PANELS. (R-20 16.
PRECAST CONCRETE SPLASH BLOCK. 15.
5" X 5" PRE-FINISHED METAL DOWNSPOUT. 14.
6" X 5" PRE-FINISHED METAL GUTTER. 13.
ENTIRE PERIMETER.
NO PENETRATIONS. FINISH TO MATCH ROOF AROUND
GUARD. SECURE ALUMINUM "T" CLIP TO BATTENS WITH
PRE-FINISHED CONTINUOUS ALUMINUM ANGLE SNOW 12.
PRE-FINISHED METAL RIDGE VENT. 11.
PRE-FINISHED STANDING SEAM METAL ROOF. 10.
PERFORATIONS.
PRE-FINISHED METAL SOFFIT PANEL WITH CONTINUOUS 9.
PRE-FINISHED METAL FASCIA TRIM TO MATCH ROOF. 8.
INSULATING GLASS.
ALUMINUM FRAMED FIXED WINDOW WITH LOW-E 7.
INSULATED METAL DOOR IN HOLLOW METAL FRAME. 6.
STEEL BEAM. REFER TO STRUCTURAL DRAWINGS. 5.
LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS. 4.
STEEL COLUMN. REFER TO STRUCTURAL DRAWINGS. 3.
CONCRETE STOOP. REFER TO CIVIL DRAWINGS. 2.
FINISH GRADE. REFER TO CIVIL DRAWINGS. 1.
07/22/202007/27/202011/6/202012-4-202005/04/202107/22/202108/25/202102/14/202202/15/202207/13/202207/21/202201/26/202405/09/2024
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ARIMS: 200A Disposition: Maintain for 15 yrs after construction.
1GRAPHIC SCALE:
2A-110
2A-110
2A-110
2A-110
2'-2"
2'-2"
2'-2" 2'-2"
109'-4"
TOP OF MASONRY
100'-0"
FINISHED FLOOR
109'-4"
TOP OF MASONRY
100'-0"
FINISHED FLOOR
109'-4"
TOP OF MASONRY
100'-0"
FINISHED FLOOR
109'-4"
TOP OF MASONRY
100'-0"
FINISHED FLOOR
5 5
15 7
10 10
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M
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EAST BUILDING ELEVATION
SCALE: 1/4" = 1'-0"
WEST BUILDING ELEVATION
SCALE: 1/4" = 1'-0"
NORTH BUILDING ELEVATION
SCALE: 1/4" = 1'-0"
SOUTH SUILDING ELEVATION
SCALE: 1/4" = 1'-0"
C L
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GENERAL SHEET NOTES
SHEET KEYNOTES
ELEVATIONS AND DETAILS.
REFER TO STRUCTURAL DRAWINGS FOR MASONRY 1.
DRAWINGS FOR COLUMN INFORMATION.
20. STEEL COLUMN, PAINT. REFER TO STRUCTURAL
EXTERIOR BUILDING SIGNAGE.19.
LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS. 18.
HVAC UNIT. REFER TO MECHANICAL DRAWINGS. 17.
PRECAST CONCRETE SPLASH BLOCK. 16.
5" X 5" PRE-FINISHED METAL DOWNSPOUT. 15.
6" X 5" PRE-FINISHED METAL GUTTER. 14.
ENTIRE PERIMETER.
NO PENETRATIONS. FINISH TO MATCH ROOF AROUND
GUARD. SECURE ALUMINUM "T" CLIP TO BATTENS WITH
PRE-FINISHED CONTINUOUS ALUMINUM ANGLE SNOW 13.
PRE-FINISHED METAL HIP CAP. 12.
PRE-FINISHED METAL RIDGE VENT. 11.
PRE-FINISHED STANDING SEAM METAL ROOF. 10.
PERFORATIONS.
PRE-FINISHED METAL SOFFIT PANEL WITH CONTINUOUS 9.
PRE-FINISHED METAL FASCIA TRIM TO MATCH ROOF. 8.
8" SMOOTH-FACE CMU7.
8" SPLIT-FACE CMU 6.
INSULATED LAMINATED GLASS.
PRE-FINISHED ALUMINUM DOUBLE HUNG WINDOW WITH 5.
INSULATED METAL DOOR IN HOLLOW METAL FRAME. 4.
CIVIL DRAWINGS.
FILLED BOLLARDS, PAINT SAFETY YELLOW. REFER TO
6" DIAMETER, 4'-0" TALL GALVANIZED STEEL CONCRETE 3.
FINISH GRADE. REFER TO CIVIL DRAWINGS. 2.
DRAWINGS.
18" FOUNDATION STEM WALL. REFER TO STRUCTURAL 1.
07/22/202007/27/202011/6/202012-4-202005/04/202107/22/202108/25/202102/14/202202/15/202207/13/202207/21/202201/26/202405/09/2024
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1GRAPHIC SCALE:
A
2A-110
2A-110
B
109'-4"
TOP OF MASONRY
100'-0"
FINISHED FLOOR
109'-4"
TOP OF MASONRY
100'-0"
FINISHED FLOOR
BUILDING SECTION
SCALE: 1/4" = 1'-0"
BUILDING SECTION
SCALE: 1/4" = 1'-0"
A
2A-310
B
2A-310
2A-300
M
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SECTION
SCALE: 1" = 1'-0"
GRAPHIC SCALE: 1"=1'-0"
3'2'1'06"1'
STANDING SEAM METAL ROOF
UNDERLAYMENT
30# FELT AND ROSIN PAPER
PREFINISHED METAL SOFFIT
2" X 4" OUTFIGGER AT 24" O.C.
PERFORATED METAL SOFFIT
PREFINISHED
3/4" PLYWOOD DECK
WOOD ROOF TRUSS
PREFINISHED METAL FASCIA
METAL DRIP EDGE
STEEL COLUMN (BEYOND)
M
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REFER TO STRUCTURAL DRAWINGS.
PRESSURE TREATED PLATE,
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TREATED.
WOOD IN ROOF ASSEMBLY TO BE FIRE-RETARDANT 2.
FRAMING AND MASONRY DETAILS.
REFER TO STRUCTURAL DRAWINGS FOR STANDARD 1.
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3. PROVIDE LINEAR INTERPOLATION BETWEEN EFFECTIVE AREAS AS SCHEDULED.
ASCE 7, SECTION 6.2
SHALL NOT EXCEED THE TRIBUTARY AREA TO THE INDIVIDUAL FASTENER. SEE
THE SPAN LENGTH SQUARED. FOR CLADDING FASTENERS, THE EFFECTIVE AREA
SPAN LENGTH MULTIPLIED BY AN EFFECTIVE WIDTH, NOT TO EXCEED ONE-THIRD
2. EFFECTIVE WIND AREAS FOR COMPONENT AND CLADDING MEMBERS IS THE
CONSERVATIVE CASE RESULTING FROM CLEAR OR OBSTRUCTED WIND FLOWS.
1. BUILDING HAS BEEN DESIGNED AS AN OPEN STRUCTURE USING THE MOST
NOTES:
TYPICAL GABLE ROOF
a = 3'-0" WIDTH OF EDGE AND RIDGE STRIPS
COLUMN, TYP
"2 1HSS8x8x
33'-8"
10"16'-0"16'-0"10"
C J
CJ
N 3,011,006.292
E 617,608.382
N 3,010,987.795
E 617,636.512
W18x60
W
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W
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W10x30
W10x30
W10x30
W10x30
W10x30
RIDGE
WOOD TRUSS FRAMING @ 2'-0" OC MAX SPACING
37'-8"
W10x30
2'-10"16'-0"16'-0"2'-10"
ON TOP OF W10X30
TRUSS AND BRACING
PROVIDE KNEEWALL
BOARD
2x8 EAVE
BOARD
2x8 EAVE
A
CB
4' 2' 0 4' 8' 12'
"=1'-0"4
1GRAPHIC SCALE: N
ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
F
4S-351
B
4S-300
GENERAL SHEET NOTES
LEGEND
#4@12" OC, EW
5" CONC. SLAB w/
B
4S-300
B
4S-300
B
4S-300
A
4S-300
FOUNDATION PLAN/FLOOR SLAB PLAN
SCALE: 1/4" = 1'-0"
E
4S-351
A
4S-352
C
4S-351
A
4S-351
D
4S-351
4S-352
A B
4S-351
INDICATES MOMENT FRAME
INDICATES SPAN OF PLYWOOD SHEATHING.
ZONE (NEGATIVE)
WIND AREA
EFFECTIVE
PRESSURES (psf)
ZONE (NEGATIVE)
ZONE (POSITIVE)
ZONE (POSITIVE)
ZONE (NEGATIVE) 3
<9ft² >9ft²,≤36ft² >36ft²
-25.1 -25.1 -25.1
-26.6
16.3
23.7
-32.5-44.4
16.3 16.3
34.0 26.6
-38.5 -38.5 -25.1
16.326.6 26.6ZONE (POSITIVE)
SITE EL = 247.75'
FF EL = 100'-0"
D O
W N
S L
O P
E
D O
W N
S L
O P
E
A
4S-351
B
4S-351
D
4S-351 a a
HOT-DIPPED GALVANIZED.
ALL STRUCTURAL STEEL AND COMPONENTS SHALL BE 10.
PRESSURES SCHEDULE THIS SHEET.
INDICATED ON THE COMPONENT AND CLADDING
ROOF SYSTEM SHALL BE DESIGNED FOR WIND UPLIFT AS 9.
PER MANUFACTURER RECOMMENDATIONS.
TABLE. THE STEEL CONNECTORS SHALL BE GALVANIZED
COMPONENTS AND CLADDING PRESSURES GIVEN IN
LOAD IN ADDITION TO WIND UPLIFT ACCORDING TO
RESIST 100 PLF ALLOWABLE ROOF DIAPHRAGM SHEAR
PROVIDE HURRICANE/SEISMIC TRUSS CONNECTORS TO 8.
CHORDS WITH #12 SCREWS AT 12" OC.
INSTALL PLYWOOD SHEATHING TO BOTTOM OF BOTTOM 7.
RUNNING BOND TYPE PATTERN.
SHALL BE STAGGERED ON DIFFERENT RAFTERS IN A
JOINTS IN THE ADJACENT ROWS OF PLYWOOD PANELS 6.
MEMBERS AND BUTT ALONG THEIR CENTER LINES.
IN GENERAL, PANEL EDGES SHALL BEAR ON FRAMING 5.
(NOT OVERDRIVEN) INTO FRAMING MEMBERS.
SUPPORTS. FASTENERS SHALL BE CAREFULLY DRIVEN
INTERMEDIATE SUPPORTS, AND 6" ALONG PANEL EDGE
FROM PANEL EDGE, NOT MORE THAN 1'-0" OC ALONG
" 4
1SCREWS. SCREWS SHALL BE PLACED NOT LESS THAN
PLYWOOD SHEATHING SHALL BE FASTENED w/ #12 4.
BLOCKING.
SUPPORTED BY FRAMING MEMBERS OR SOLID
BE 2'-0" UNLESS ALL EDGES OF UNDERSIZED SHEETS ARE
EXCEPT AT EDGES WHERE MINIMUM DIMENSION SHALL
PLYWOOD SHALL BE NOT LESS THAN 4'-0"x 8'-0" SHEETS 3.
CONSTUCTION.
SYSTEM SHALL BE DESIGNED FOR BLOCKED
TRUSSES AT 2'-0" OC MAXIMUM SPACING. ROOF FRAMING
PLYWOOD SHEATHING OVER ENGINEERED WOOD
" APA RATED, EXP. 1 4
3ROOF SYSTEM SHALL CONSIST OF 2.
SEE SHEET 1S-001 FOR GENERAL NOTES.1.
D
D
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B
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4S-110
C O
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L O
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A N
D R
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F F
R A
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G P
L A
N
C
C U
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G H
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TOSL EL = 100'-3"
TOSL EL = 100'-0"
D N
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NOT TO SCALE
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6A-200
6A-200
6A-200
6A-200
FLOOR PLAN
SCALE: 1/4" = 1'-0"
ROOF PLAN
SCALE: 1/4" = 1'-0"
4' 2' 0 4' 8' 12'
"=1'-0"4
1GRAPHIC SCALE:
6A-300
A
6A-300
A
GRAPHIC SCALE: 1"=1'-0"
3'2'1'06"1'
6A-200 6A-300
A
6A-200
1 A
6A-200
6A-200 6A-300
TYP.
12'-0"
TYP.
TYP.
TYP.
6A-110
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SCALE: 1/4" = 1'-0"
9'-4"
9'-4"
12 12
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2'-0"8'-0"2'-0"
"8 32'-41'-9"2'-6"1'-9""8
32'-4
"4 12'-21'-6"2'-6"1'-6""4
12'-2"
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CERTIFIED FINAL SUBMITTAL
J A
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A
B
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AMMO BREAKDOWN
PAD
SHEET KEYNOTES
GENERAL SHEET NOTES
LEGEND
EMERGENCY REMOTE FIXTURE
EMERGENCY LIGHTING FIXTURE
LIGHTING FIXTURE
PRESSURE TREATED TONGUE AND GROOVE PLYWOOD
PRE-FINISHED METAL SOFFIT PANEL
REFER TO THIS SHEET.
INDICATES WALL TYPE CONSTRUCTION.
REFER TO DOOR SCHEDULE ON SHEET 6A-500.
INDICATES DOOR NUMBER.
PERFORATED METAL SOFFIT PANEL. 16.
DRAWINGS.
GALVANIZED STEEL COLUMN. REFER TO STRUCTURAL 15.
LINE OF ROOF ABOVE. 14.
PRECAST CONCRETE SPLASHBLOCK. 13.
5" X 5" PRE-FINISHED METAL DOWNSPOUT. 12.
6" X 5" PRE-FINISHED METAL GUTTER. 11.
MATCH ROOF.
"T" CLIP TO BATTENS WITH NO PENETRATIONS. FINISH TO
GUARD AROUND ENTIRE PERIMETER. SECURE ALUMINUM
PRE-FINISHED CONTINUOUS ALUMINUM ANGLE SNOW 10.
PRE-FINISHED METAL HIP CAP. 9.
PRE-FINISHED METAL RIDGE CAP. 8.
PRE-FINISHED STANDING SEAM METAL ROOF. 7.
20GA. GALVANIZED SHEET METAL SHELF (THREE SIDES). 6.
MATCH MAIN DOOR.
2 PAIR OF HOLLOW METAL BI-FOLD DOORS. FINISH TO 5.
INSULATED METAL DOOR IN HOLLOW METAL FRAME. 4.
1/6A-580.
BOLLARD, PAINT SAFETY YELLOW. REFER TO DETAIL
6" BOLLARD GALVANIZED STEEL CONCRETE FILLED 3.
BOTTOM OF UNIT AT 27" A.F.F.
BRACKET MOUNTED FIRE EXTINGUISHER. MOUNT 2.
BUILDING. REFER TO CIVIL DRAWINGS.
BELOW FINISH FLOOR AND SLOPE AWAY FROM THE
CONCRETE STOOP. TOP OF CONCRETE SHALL BE 1" 1.
TREATED
WOOD IN ROOF ASSEMBLY TO BE FIRE-RETARDANT 8.
FACE.
CMU SHALL RECEIVE WATER REPELLENT ON EXTERIOR 7.
FACE OF CMU.
EXTERIOR DIMENSIONS ARE FROM FACE OF CMU TO 6.
REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURES. 5.
CMU AND MASONRY DETAILS.
REFER TO STRUCTURAL DRAWINGS FOR GROUT FILLED 4.
REFER TO SHEET 6A-610 FOR FINISH SCHEDULE. 3.
ON THE SITE.
2. REFER TO CIVIL DRAWINGS FOR LOCATION OF BUILDINGS
AT ALL EXTERIOR DOORS.
DETAILS OF EXTERIOR PAVEMENT AND CONCRETE PADS
REFER TO CIVIL DRAWINGS FOR SIZE, LOCATION AND 1.
FACE CMU
8"x8"x16" SPLIT
REPELLENT
WATER
WALL TYPES
SCALE: 1"=1'-0"
"8
07/22/202007/27/202011/6/202012-4-202005/04/202107/22/202108/25/202102/14/202202/15/202207/13/202207/21/202201/26/202405/09/2024
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12" SPA.
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12" SPA.
PERIMETER
12" SPA.
PERIMETER
SLOPE
SEE PLAN
CONC SLAB,
HOOKS T&B
#5@12" w/90°
REFER TO CIVIL
EXTERIOR GRADE,
FOR REINFORCING
SEE MASONRY ELEV.
8" CMU WALL,
SEE PLAN
CONC SLAB,
SIZE AND SPACING
CMU REINFORCING
DOWEL SHALL MATCH
6"
SEE PLAN
CONC SLAB,
JT. MAT'L.
" EXP. 2
REFER TO CIVIL
CONC. STOOP,
SEE PLAN
CONC SLAB,
1" NON-SHRINK GROUT
" WEEP HOLE4
SEE PLAN
STEEL COLUMN,
REFER TO CIVIL
EXTERIOR GRADE,
FOR REINFORCING
SEE MASONRY ELEV.
8" CMU WALL,
SEE PLAN
CONC SLAB,
SIZE AND SPACING
CMU REINFORCING
DOWEL SHALL MATCH
V A
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BASE PLATE
"x11"x11"4
S E
E S
C H
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S E
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C H
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6" SPA. AROUND
2'-3"
V A
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6" SPA. AROUND
2'-3"
6" SPA. AROUND
2'-3"
10"
V A
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6" SPA. AROUND
2'-3"
11"
10"
CMU WALL, BEYOND
FF EL
= 100'-0"
FF EL
= 100'-0"
"2 118""2
FF EL
= 100'-0"
FF EL
VARIES
FF EL
VARIES
SLOPE
SEE PLAN
STEEL COLUMN,
ANCHOR BOLTS
" DIA. x1'-9"4 3w/ (4)
"x11"x11"4
3PL
T&B, UNO
#5@12" w/90° HOOKS
T&B, UNO
#5@12" w/90° HOOKS
T&B, UNO
#5@12" w/90° HOOKS
T&B, UNO
#5@12" w/90° HOOKS
REFER TO CIVIL
CONC. STOOP,
S E
E P
L A
N
A
6S-110
SECTION
SCALE: 3/4" = 1'-0"
B
6S-110
SECTION
SCALE: 3/4" = 1'-0"
C
6S-110
D
6S-110
SECTION
SCALE: 3/4" = 1'-0"
E
6S-110
SECTION
SCALE: 3/4" = 1'-0"
F
6S-300
"=1'-0"4
3GRAPHIC SCALE:
4'3'2'1'06"1'
F
6S-300
SECTION
SCALE: 3/4" = 1'-0"
SECTION
SCALE: 3/4" = 1'-0"
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J A
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P4-800
LM3-4-800
LM4-800
V3-800/PC4
15" CB-2
CP120
REFER TO SHEET
SERVICE ROAD H
17+
17+
P I 17+
91.83
10+00
11+00
11+97
11+97
P I .0
P I .0
+0
HW-3
289.5
RANGE LEGEND
V2-400
D2-400
P2-400
LM-01
R-RLM
L-RLM
CONCRETE SURFACE
AGGREGATE SURFACE
CONSTRUCTION LIMITS
REFER TO DETAIL 2, SHEET CS520.
INNER / OUTER LANE MARKER (LM)
REFER TO DETAIL 1, SHEET CS520.
RANGE LIMIT MARKER (RLM)
REFER TO DETAIL 1, SHEET CS530.
STATIONARY INFANTRY TARGET.
REFER TO DETAIL 2, SHEET CS530.
WIDENED STATIONARY INFANTRY TARGET
REFER TO DETAIL 1, SHEET CS532.
STATIONARY ARMOR TARGET
GEOGRAPHIC COORDINATE DATA
HORIZONTAL DATUM: NAD83
MAINLAND ZONE.
MASSACHUSETTS STATE PLANE
VERTICAL DATUM: NAVD88.
UNITS OF MEASURE: U.S. SURVEY FEET.
COORDINATES SHOWN IN FORMAT OF
EASTING, NORTHING AND ELEVATION.
CG116CG115CG114
CG117 CG118 CG119
CG120 CG121 CG122
CG126CG125CG124CG123
CG127 CG128 CG129 CG130
CG132CG131
CG113CG112CG111
CG110
L A
N E
L A
N E
L A
N E
TB-2
TB-3
TB-1
m m m m m
FP-1
FP-2
FF EL 231.50
STORAGE
OPERATIONS
F F E
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C O
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CG127
N
SHEET KEYNOTES
KEYMAP
S .C
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G R
A D
E A
N D D
R A
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P
L A
N
M .M
A Y
E R
S .H
A G
G A
R D
GRAPHIC SCALE: 1"=20'-0"
60'40'20'010'20'
EMPLACEMENT. REFER TO SHEET CS531.
PROVIDE STATIONARY ARMOR TARGET / POWER CENTER 4.
SHEET CS520.
PROVIDE OUTER LANE MARKER. REFER TO DETAIL 2, 3.
SHEET CS520.
PROVIDE INNER LANE MARKER. REFER TO DETAIL 2, 2.
EMPLACEMENT. REFER TO DETAIL 1, SHEET CS530.
PROVIDE STATIONARY INFANTRY TARGET 1.
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| 1A-200 - BUILDING ELEVATIONS RANGE CONTROL TOWER |
| 2A-200 - BUILDING ELEVATIONS CLASSROOM BUILDING |
| 2A-300 - BUILDING SECTIONS CLASSROOM BUILDING |
| 2A-610 - FINISH SCHEDULE |
| 4S-110 - FOUNDATION AND FLOOR SLAB AND ROOF FRAMING PLAN COVERED BLEACHER |
| 6A-110 - FLOOR PLAN, ROOF PLAN AND WALL TYPES AMMO BREAKDOWN BUILDING |
| 6S-300 - FOUNDATION SECTIONS AMMO BREAKDOWN BUILDING |
| DMP0_CG127 |
| DMP0_CG601 |
File details come from the government source that posted it. Updated .