C2-1 Details Rev 1.pdf
PDF 536 KB Posted
- Solicitation number
- W50S98-24-B0003
About this file
This document appears to be a technical drawing and details related to the construction of a Main Gate Marquee for the 134th Air Refueling Wing. The drawing provides specifications for the concrete foundation slab, sign pedestal, pavement sections, and erosion control measures. The key details include the dimensions of the main slab (18'8" x 2'8" x 4" thick) and the lower slab (23' x 4'8" x 8" thick), the reinforcement requirements, and the pavement section composition. The drawing also references related architectural plans for additional information on the sign structure itself.
This drawing appears to be associated with Solicitation W50S98-24-B0003 for the "PSXE242014 Repair Electrical Systems Basewide" project, issued by the Tennessee Army National Guard. The solicitation includes the statement of work, drawings, and specifications for the project. Contractors are instructed to submit base access requests to TSgt Morelock and SSgt Phipps.
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Text version
1'-0"18'-8"3'-4"
C on st ru ct M ai n
G at e M ar qu ee
4t h A ir R ef u el in g W in g
PSXE242007
04.30.24
C2.1
D et ai ls
EMR/CWH
CJS
FINISHED GRADE
A1 SIGN FOUNDATION DETAIL
SCALE: 1/2" = 1'-0"
PLAN
SIDE VIEW END VIEW
OUTLINE OF UPPER SLAB,
18'-8"x2'-8"x4" THICK
OUTLINE OF LOWER SLAB,
23'x4'-8"x8" THICK
4" DEEP SIGN PEDESTAL SLAB
6"x6" W2.9 x W2.9 WWF
8" DEEP SIGN FOUNDATION SLAB
#4 REBAR 12" O.C. E.W. TYPICAL
CONCRETE FILLED CMU OR
FORMED 8" WALL. FILL CENTER
VOID WITH GROUT. (TYPICAL)
#4 REBAR
4' O.C. MAX.
H8 SILT FENCE (TEMPORARY)
NOT TO SCALE
DESIRABLE DETAIL
OF TRENCH AND
FILTER CLOTH
BACKFILL TRENCH
FILTER CLOTH FABRIC
FILL
SLOPE
BOTTOM OF
TRENCH
FILTER CLOTH
FABRIC
2' (MIN.)
APPROX. 8' POST SPACING
2"±
2' TO 3'
SECTION
ELEVATION
VARIABLE
10'± TYP.
E
X
I S
T
I N
G
G
R
O
U
N
D
2' TO 3'
6" MIN.
6" MIN.
WOOD POST
6" MIN.
EXIST.
GROUND
NOTE
A PRE-ASSEMBLED SILT FENCE MEETING THE
REQUIREMENTS OF THIS DRAWING IS ACCEPTABLE
IN LIEU OF A FIELD CONSTRUCTED SILT FENCE.
H13 PAVEMENT SECTIONS
NOT TO SCALE
" WEARING SURFACE3
2" BINDER MATERIAL2
4" MINERAL AGGREGATE BASE1
24" MIN. SUBGRADE
COMPACTED TO 95%
STANDARD PROCTOR
LIGHT DUTY ASPHALT PAVEMENT
PAVEMENT SCHEDULE
MINERAL AGGREGATE BASE - TDOT STANDARD SPECIFICATION SECTION 303
MINERAL AGGREGATE, TYPE "A" BASE, GRADING D
BINDER MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307
BITUMINOUS PLANT MIX BASE (HOT MIX) GRADING "B-M2"
ASPHALTIC CEMENT FOR BITUMINOUS PLANT BASE MIX (PG64-22)
WEARING SURFACE MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307
ASPHALTIC CONCRETE SURFACE (HOT MIX) GRADING "CS"
ASPHALT CEMENT FOR ASPHALTIC CONCRETE SURFACE (PG64-22)
NOTE
SEE TDOT SPECIFICATION SECTION REFERENCED IN PAVEMENT SCHEDULE
FOR MATERIAL AND INSTALLATION REQUIREMENTS.
ELEV. 989.00
4" GRANULAR BASE. SELF
COMPACTING OR COMPACTION
PLACE TO 95% STANDARD
PROCTOR.
" EXPANSION JOINT WITH
SILICONE CAULK.
TOOLED CONTRACTION JOINT
WITH SILICONE CAULK. COLOR
AS SELECTED BY COR.
WATERPROOF BLOCK BELOW GRADE
WITH GRACE BITUTHENE 3000 LOW
TEMPERATURE MEMBRANE. APPLY IN
ACCORDANCE WITH MANUFACTURERS
SPECIFICATIONS.
" CHAMFER ALL EDGES
2' WIDE BY 10" DEEP
HARDSCAPE WITH
VEGETATION BARRIER
(TYPICAL AROUND PERIMETER)
FINISHED GRADE
NOTE
PLAIN CMU BLOCK BELOW GRADE.
(RUNNING BOND) INTEGRAL COLOR
BLOCK ABOVE GRADE. (STACKED
BOND) COLOR AS SELECTED BY COR.
1. ALL HARDSCAPE SHALL BE D50 12" WASHED RIVER SLICKS
OVER FABRIC VEGETATIVE BARRIER. NO STONES SMALLER
THAN 4" IN SMALLEST DIMENSION.
NOTES:
PROPEX GEOTEX 801
NON-WOVEN FABRIC
OR EQUIVALENT
WASHED RIVER
SLICKS HARDSCAPE
H4 WASHED RIVER ROCK
NOT TO SCALE
ELEV. 986.67
OUTLINE OF GRADE LEVEL SLAB,
4'-8"'x3'-4"x8" THICK
#4 REBAR 12" O.C. E.W.
(TYPICAL)
INSTALL 6"x6" W2.9 x W2.9 WWF
TWO COURSES BELOW TOP,
IN COURSE JOINT.
4" HEAVY WALL SQUARE STEEL TUBING
WITH 8"x8"X
" BASEPLATE. ANCHOR TO
FOUNDATION WITH
"x6" WEDGE ANCHORS.
EXTEND TO ELEV 991.00 SEE ARCHITECTURAL
PLANS FOR MORE INFORMATION.
(TYPICAL OF FOUR)
SILHOUETTE OF SIGN ABOVE.
G
E N
E R
A L
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AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701
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ph. 865 980 3500 fax. 865 980 3555
AutoCAD SHX Text H:\USPFO\47.225 - FRONT GATE MARQUEE\02-DRAWINGS\SHEETS\C2 DETAILS.DWG PLOTTED ON:August 20, 2024PLOTTED ON:August 20, 2024August 20, 202410:35 AM BY:CRAIG HANEYBY:CRAIG HANEYCRAIG HANEY
AutoCAD SHX Text Knoxville, Tennessee
AutoCAD SHX Text Knoxville, Tennessee
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