EXHIBIT_BB_-_Firing_Positions_Revision_6.pdf
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- Attached to
- Jack Mountain Multi-Use (JMMU) Range Upgrades, Rep Federal contract opportunity
- Solicitation number
- 140D0426R0084
About this file
This document is a set of architectural/engineering drawings for a Modified Firing Position construction project at Fort Hood, Texas, designed by Veterans Range Solutions. The project consists of five sheets detailing specifications for constructing firing positions at one of five potential range locations: Clear Creek Rifle Alpha (CCRA), Clear Creek Rifle Bravo (CCRB), Pilot Knob Rifle Alpha (PKRA), Black Gap Rifle Charlie (BGRC), or Qualification Training Range (QTR).
The construction specifications require contractors to build firing positions at stations 1-8 with a mirrored layout for stations 9-16. Key construction requirements include: concrete slab and retaining walls with minimum 4,000 PSI compressive strength in 28 days; #4 reinforcing steel at 12-inch on-center spacing with #6 bent dowels at 18-inch spacing; 1/2-inch chamfered edges on all exposed concrete; broom finish with tooled edges on slabs; 3-to-1 slope berms compacted to 92% density; 6-inch granular drainage layer with clean rock (3/4" to 2-1/2" diameter); seeding and watering until vegetation is established; 6-inch thick concrete retaining walls; 8-foot by 8-foot by 6-inch concrete firing pads; 7-foot by 3-foot 9-inch solid white composite deck platforms flush with wall tops using 1-inch by 6-inch composite deck boards with stainless steel screws; target boots constructed with 12-inch diameter 3000 PSI concrete encasement and 4-inch ID PVC boots; and 6x6 timber supports with angle iron bracing. Seed specifications for berm vegetation are provided in detail on the drawings.
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Text version
SHEET
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SHEET INDEX:
COVER SHEET & INDEX SHEET 1 OF 5
PROJECT LOCATION SHEET 2 OF 5
FIRING POSITION PLAN VIEW SHEET 3 OF 5
FIRING POSITION SECTIONS SHEET 4 OF 5
COMPOSITE DECK PLATFORM DETAILS SHEET 5 OF 5
EXHIBIT BB - MODIFIED FIRING
POSITION
FORT HOOD, TEXAS
N O
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G-001
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G-002
PROJECT LOCATION
LOCATION TO BE DETERMINED BY AWARD FROM ONE OF THE BELOW RANGES:
CLEAR CREEK RIFLE ALPHA (CCRA)
CLEAR CREEK RIFLE BRAVO (CCRB)
PILOT KNOB RIFLE ALPHA (PKRA)
BLACK GAP RIFLE CHARLIE (BGRC)
QUALIFICATION TRAINING RANGE (QTR)
FIRING POSITION PLAN VIEW
SCALE: N.T.S.
GENERAL NOTES:
- CONTRACTOR SHALL CONSTRUCT FIRING POSITION AS SHOWN BELOW AT FIRING
POSITIONS 1-8. FLIP THIS LAYOUT FOR 9-16.
- CONCRETE SHALL DEVELOP MIN. COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS.
- ALL REINFORCING STEEL SHALL BE PER ASTM A615 GRADE 60.
- WALL AND SLAB REINFORCING SHALL BE #4@ 12-INCHES O.C.E.W. MINIMUM. BENT
BARS TO BE #6 - 18-INCH X 18-INCH @ 18-INCH O.C.
- PROVIDE 1/2-INCH CHAMFER ON ALL EXPOSED CONCRETE EDGES.
- CONCRETE SLAB SHALL HAVE BROOM FINISH WITH TOOLED EDGES.
- BERMS SHALL BE CONSTRUCTED OF SATISFACTORY FILL AND COMPACTED TO 92%.
- GRANULAR DRAINAGE LAYER SHALL BE CLEAN ROCK WITH NO MORE THAN 3% FINES
AND SHALL BE BETWEEN
" AND 2
" IN SIZE.
- CONTRACTOR SHALL SEED AND WATER BERM UNTIL VEGETATION IS ESTABLISHED
(SEE SEED SPECIFICATIONS ON SHEET S-101).
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S-101
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C-101
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20'-6" 8'
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TARGET BOOT SEE SHEET S-101 FOR DETAILS
LANE DESIGNATION
MARKER 2 LOCATIONS
FIRING LINE
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8'X8'X6" CONCRETE PAD
6" THICK CONCRETE RETAINING WALLS
7' X 3'-9" SOLID WHITE COMPOSITE
DECK PLATFORM FLUSH WITH TOP OF
CONCRETE WALL (SEE SHEET S-201
FOR DETAILS)
O
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TOE OF BERM
6X6 TIMBER WITH ANGLE IRON SUPPORT
SEE SECTION B-B SHEET S-101 FOR DETAILS
2'
6"
6"
6" THICK CONCRETE RETAINING WALLS
6" THICK CONCRETE FLOOR
SEE ELEVATION SHEET
S-101 FOR DETAILS
S
B
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S-101
ELEV.
2'
SECTION A-A
SCALE: N.T.S.
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S-101
3' 4'
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VERTICAL CONTROL POINT
#6 X 18" BENT DOWEL @ 18" O.C.
BERM
EXISTING GROUND
FILTER FABRIC
6" THICK GRANULAR DRAINAGE LAYER
4'
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2%
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6"
SECTION B-B
SCALE: N.T.S.
3'
6"
#6 X 18" BENT DOWEL @ 18" O.C.
BERM
FILTER FABRIC
6" THICK GRANULAR DRAINAGE LAYER
VARIES
2%
6"
6X6 TIMBER 1" ABOVE TOP OF CONCRETE
3X3X
" ANGLE FASTENED
TO CONCRETE WALL
ELEVATION
SCALE: N.T.S.
8' X 8' X 6" CONCRETE PAD
EXISTING GROUND
4' 6"4'
6" THICK CONCRETE SLAB
6" THICK CONCRETE WING WALL
6" THICK CONCRETE WALL BEYOND
BERM SLOPE BEHIND WALL
LANE DESIGNATION MARKER
2 LOCATIONS
12'
5"
TARGET BOOT SECTION
SCALE: N.T.S.
4'-1
8'X8'X6" CONCRETE PAD
12" DIA. 3000 PSI CONCRETE
4" I.D. PVC BOOT W/
RUBBER OR PVC CAP
6" TXDOT NO. 57 STONE
FILTER FABRIC
2"
3'
1'
12" DIA. 3000 PSI
CONCRETE ENCASEMENT
AROUND BOOT
SEED SPECIFICATION
#4 BAR @ 12" O.C.E.W.
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TOP VIEW
SCALE: N.T.S.
DIRECTION OF FIRE
7'
3'-9"
1" X 6" SOLID WHITE COMPOSITE DECK BOARDS (TYP)
(NOT PAINTED)
2" X 4" COMPOSITE CROSS
MEMBERS @ 16" O.C.
STAINLESS STEEL
DECK SCREWS (TYP)
2" X 6" COMPOSITE FRAMING
2" X 4" COMPOSITE FRAMING
" SEPARATION BETWEEN BOARDS
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