Attachment Slab and Fence Details.pdf
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- Solicitation number
- 36C26126R0054
About this file
This is a constructability review drawing for a concrete pad installation project at a federal facility. The project is for the National Cemetery Administration under the U.S. Department of Veterans Affairs, located in Las Vegas, Nevada (Project 593-26-302). The drawing was issued on 06/29/2026 and is marked "NOT FOR CONSTRUCTION," indicating it is in the review phase only.
The slab details specification includes a 4-inch concrete pad with 4500 PSI strength, reinforced with #5 rebar at 12 inches on center in both directions. The design incorporates construction joints with dowel bars (3/4" x 10" smooth round Grade 60 steel) spaced at 12 inches on center, with 10-inch length and 5-inch embedment on each side. Maximum joint spacing is specified at 10 feet on center, with joints tooled to 1/4 of slab thickness. The perimeter fencing consists of 8-foot chain link fence with stock beige PDS slats, supported by 3-inch diameter minimum posts spaced at 7 to 10 feet intervals, with 9" x 12" x 18" extended footings. A 20-foot by 8-foot double-height swing gate with matching beige PDS slats is also included. The design shows detailed sections for chain link fence supports, slab edge conditions, and shed wall integration. The architect/engineer of record is VA's Design and Construction Service, with project administration handled by assigned personnel at 56 Louis Prima Drive, Suite B, Covington, Louisiana.
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Text version
T/SLAB
PER PLAN
PER PLAN
SOG & REINF
TO MATCH SLAB REINF
DOWELS X
#5 CONT
FIN GRADE
PER ARCH
(1
" M
IN
PE
R
P
LA
N
PER PLAN
REINF PER PLAN
[(2) #5 CONT, MIN]
(1' - 0" MIN)
2" CLR
TYP.
3" C
LR
STEEP AS POSSIBLE
WHERE THICKENED SLAB OCCURS AT AN INTERIOR CONDITION,
BOTH SIDES OF THICKENED SLAB SHALL BE STEEP AS POSSIBLE.
NOTE:
24"
4" R.C.C PAD
(4500 PSI)
12" CLASS 2 AGGREGATE BASE
12" CLASS 2 AGGREGATE BASE
95% COMPACTION
12"
1'
USE 2 #5 BARS TOP
& BOTTOM W/#4
STIRRUPS @ 9" O.C
CONT. #5 BAR 12" O.C.
@ BOTH DIRECTIONS
12" CLASS 2 AGGREGATE BASE
24" 12"
#5 EA. FACE
95% COMPACTION
12" CLASS 2 AGGREGATE BASE
95% COMPACTION
2"
2"
2"
2"
4" R.C.C PAD
(4500 PSI)
4"
CONSTRUCTION JOINT.
4" CONT. (4500 PSI) #5 BAR 12" O.C.
@ BOTH DIRECTIONS
D1 A-501
D1 A-501
D1 A-501
D1 A-501
F1 A-501
F1 A-501
F1 A-501
F1 A-501
F1 A-501
F1 A-501
F1 A-501
F1 A-501
SEE DETAIL B4/A-501
3" DIA. (MIN) 8' HEIGHT CHAIN LINK
FENCE POSTS SPACED @ 10 FEET
CONSTRUCTION JOINT.
SEE DETAIL B4/A-501
B1 A-501
9" x 12" x 18" EXTENDED FOOTING
UNDER CHAIN LINK POSTS
3" DIA.(MIN) CHAIN LINK FENCE POSTS
8' HEIGHT SPACED @ 7 FEET
CHAIN LINK FENCE - 8' HEIGHT
WITH STOCK BEIGE PDS SLATS
3" DIA. (MIN) CHAIN LINK FENCE POSTS
8' HEIGHT SPACED @ 10 FEET
3" DIA.(MIN) CHAIN LINK FENCE POSTS
8' HEIGHT SPACED @ 10 FEET
CHAIN LINK FENCE - 8' HEIGHT
WITH STOCK BEIGE PDS SLATS
B1 A-501
B1 A-501
3" DIA. (MIN) CHAIN LINK FENCE POSTS
8' HEIGHT SPACED @ 7 FEET
9" x 12" x 18" EXTENDED FOOTING
UNDER CHAIN LINK POSTS
20' x 8' DBL HEIGHT SWING GATE
WITH STOCK BEIGE PDS SLATS
NEXT SLAB PREVIOUS SLAB
10"
DOWEL BAR #6 @12" O.C.
10" LONG, 5" EMBEDDED EACH SIDE
NOTES:
1. DOWEL BAR TO BE 3/4" X 10" SMOOTH ROUND GRADE 60
STEEL, BONDED ONE END, DEBONDED WITH SLEEVE
AND CAP OTHER END
FULL DEPTH SEALANT
4"
ROUNDED AT THE TOP
PAINT AND GREASE
END OF DOWELS
D
CONCRETE SLAB
1/4"
NOTES:
1. MAXIMUM JOINT SPACING SHALL BE 10' O.C.
2. JOINT SHALL BE TOOLED.
3. JOINT DEPTH SHALL BE 1/4 OF SLAB THICKNESS.
TO MATCH SLAB REINF
DOWELS X 24"
#5 CONT
PER PLAN
SOG & REINF
T/SLAB
PER PLAN
FIN GRADE
PER ARCH
2" CLR
TYP.
3" C
LR
PER PLAN
(1' - 0" MIN)9"
(1
" M
IN
REINF PER PLAN
[(2) #5 CONT, MIN]
STEEP AS POSSIBLE
#5 C ANCHORS
4" R.C.C PAD
(4500 PSI)
12" CLASS 2 AGGREGATE BASE
12" CLASS 2 AGGREGATE BASE
95% COMPACTION12" CLASS 2 AGGREGATE BASE
95% COMPACTION
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
VA FORM 08 - 6231
A
CONSTRUCTABILITY
REVIEW
N/A
National Cemetery Administration Design and
Construction Service U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
321 4 5 6 7 8 9
ASSIGNMENT 56:
CONSTRUCTABILITY REVIEW
INSTALL ID CONCRETE PAD
LAS VEGAS, NV
593-26-302
N/A
06/29/2026Revisions: Date: SS720.491.7559; Sean Fitzpatrick
56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433
NOT FOR CONSTRUCTION
KA
SLAB DETAILS
A-501
SCALE: N.T.S.
SECTION @ THE SHED WALLF1
SCALE: N.T.S.
SECTION @ SLAB EDGED1
SCALE: N.T.S.
CONSTRUCTION JOINT TYPICAL DETAILB4
SCALE: N.T.S.
SLAB PLAN VIEWF4
SCALE: N.T.S.
CONTROL JOINT TYPICAL DETAILB7
SCALE: N.T.S.
SECTION @ CHAIN LINK SUPPORTSB1
AutoCAD SHX Text 90'-0"
AutoCAD SHX Text 61'-0"
AutoCAD SHX Text 30'-0"
AutoCAD SHX Text 30'-0"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text 10'-0"
AutoCAD SHX Text 10'-6"
AutoCAD SHX Text 40'-0"
AutoCAD SHX Text 10'-6"
AutoCAD SHX Text 20'-0"
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