PRECAST CONCRETE PICNIC TABLE
PER WYDOT SPECIFICATIONS
ASSEMBLED TABLE WEIGHS APPX. 2,400 LBS.
SHEET 1 OF 4
6'-0"
1'-7"
2'-2"
4"
1'-7"
4"
1"
112
3"
ASSEMBLED
PLAN VIEW
2'-11" 5'-4"
3"
1"
112
4"
TYP.
ASSEMBLED
SIDE VIEW
1
4"
1
4"
6"
6"
10"
4"
2'-9"
3'-6"
2'-5"
1'-3"
TOP OF CONCRETE SLAB
NOTES:
- CONCRETE: 4000 P.S.I. MINIMUM
- REINFORCING: GRADE 60 MINIMUM
- STANDARD GRAY CONCRETE
- STEEL FORM & STEEL TROWEL FINISH, TYP.
- SUPPLIED WITH GALVANIZED STEEL WELD PLATE CONNECTIONS UNDER TABLE
FOR CONTRACTOR TO FIELD WELD & COLD GALVANIZE AFTER WELDING
- TABLE SUPPORTS TO BE REINFORCED w/ #4 REBAR 121" FROM PERIMETER
EDGES CENTERED IN 4" THICKNESS; EACH TABLE/BENCH SLAB REINFORCED
w/ (4) #4 REBARS CENTERED IN 4" THICKNESS RUNNING LENGTH-WISE WITH 121"
COVER OFF SIDES AND ENDS; PROVIDE #4 REBARS @ 12" O.C. ON TOP OF (4) #4
REBARS THAT RUN THE LENGTH OF THE SLAB
ACTUAL DIMENSIONS OF CONCRETE PRODUCTS MAY VARY SLIGHTLY



9"
DRAWING SCALE IS 1:16
aughn
concrete products, inc.
2671 South Greeley Hwy Cheyenne, WY 82007-3681
Toll Free (877) 827-8255 Toll Free Fax (877) 827-7363
(307) 634-0695 Fax (307) 634-0694
PRECAST CONCRETE PICNIC TABLE
PER WYDOT SPECIFICATIONS
ASSEMBLED TABLE WEIGHS APPX. 2,400 LBS.
SHEET 2 OF 4
1"
112
1
4"
3"
3"
2"
2"
CONTRACTOR TO BEWARE TO PROPERLY PLACE THE HEIGHT
OF THE TABLES PER PROJECT REQUIREMENTS;
29" MINIMUM FROM TOP OF SLAB TO UNDERSIDE OF TABLE;
34" MAXIMUM FROM TOP OF SLAB TO TOP OF TABLE
5'-4"
2'-11"
3"
3"
5"
3'-6"
ASSEMBLED END VIEW
NOTES:
- CONCRETE: 4000 P.S.I. MINIMUM
- REINFORCING: GRADE 60 MINIMUM
- STANDARD GRAY CONCRETE
- STEEL FORM & STEEL TROWEL FINISH, TYP.
- SUPPLIED WITH GALVANIZED STEEL WELD PLATE CONNECTIONS UNDER TABLE
FOR CONTRACTOR TO FIELD WELD & COLD GALVANIZE AFTER WELDING
- TABLE SUPPORTS TO BE REINFORCED w/ #4 REBAR 121" FROM PERIMETER
EDGES CENTERED IN 4" THICKNESS; EACH TABLE/BENCH SLAB REINFORCED
w/ (4) #4 REBARS CENTERED IN 4" THICKNESS RUNNING LENGTH-WISE WITH 121"
COVER OFF SIDES AND ENDS; PROVIDE #4 REBARS @ 12" O.C. ON TOP OF (4) #4
REBARS THAT RUN THE LENGTH OF THE SLAB
ACTUAL DIMENSIONS OF CONCRETE PRODUCTS MAY VARY SLIGHTLY



DRAWING SCALE IS 1:16
aughn
concrete products, inc.
2671 South Greeley Hwy Cheyenne, WY 82007-3681
Toll Free (877) 827-8255 Toll Free Fax (877) 827-7363
(307) 634-0695 Fax (307) 634-0694
PRECAST CONCRETE PICNIC TABLE
DETAIL OF PICNIC TABLE LEG
2 REQUIRED FOR EACH TABLE
SHEET 3 OF 4
4"Cx5.4 CHANNEL 30" LONG w/ (3) 21"x2"
HDAS CAST IN TOP OF EACH LEG
4"Cx5.4 CHANNEL 6" LONG w/ (2) 21"x2"
HDAS CAST IN TOP OF EACH LEG;
TYP. OF 2
4"
1
2"X45°
CHAMFER, TYP. AROUND
ENTIRE PERIMETER EDGE
PLAN VIEW
2'-8"
4"Cx5.4 CHANNEL 30" LONG w/ (3) 21"x2"
HDAS CAST IN TOP OF EACH LEG
5"
2"x45° CHAMFER; TYP. OF 6
(SEE SHEET 2)
9"
4"Cx5.4 CHANNEL 6" LONG w/ (2) 21"x2"
HDAS CAST IN TOP OF EACH LEG;
TYP. OF 2
9"
1'-4"
TYP.
8"
3'-2"
2'-0"
TYP.
6" TYP.
1"
52
6"
1"
52
10"
1'-0"
10"
3"
6"
5'-1"
END VIEW
NOTES:
- CONCRETE: 4000 P.S.I. MINIMUM
- REINFORCING: GRADE 60 MINIMUM
- STANDARD GRAY CONCRETE
- STEEL FORM & STEEL TROWEL FINISH, TYP.
- SUPPLIED WITH GALVANIZED STEEL WELD PLATE CONNECTIONS UNDER TABLE
FOR CONTRACTOR TO FIELD WELD & COLD GALVANIZE AFTER WELDING
- TABLE SUPPORTS TO BE REINFORCED w/ #4 REBAR 121" FROM PERIMETER
EDGES CENTERED IN 4" THICKNESS; EACH TABLE/BENCH SLAB REINFORCED
w/ (4) #4 REBARS CENTERED IN 4" THICKNESS RUNNING LENGTH-WISE WITH 121"
COVER OFF SIDES AND ENDS; PROVIDE #4 REBARS @ 12" O.C. ON TOP OF (4) #4
REBARS THAT RUN THE LENGTH OF THE SLAB
ACTUAL DIMENSIONS OF CONCRETE PRODUCTS MAY VARY SLIGHTLY



DRAWING SCALE IS 1:16
aughn
concrete products, inc.
2671 South Greeley Hwy Cheyenne, WY 82007-3681
Toll Free (877) 827-8255 Toll Free Fax (877) 827-7363
(307) 634-0695 Fax (307) 634-0694
PRECAST CONCRETE PICNIC TABLE
DETAIL OF PICNIC TABLE BENCH & TABLE SLAB
5 REQUIRED FOR EACH TABLE
SHEET 4 OF 4
1"
112
23
4" TYP.
1'-9"
6"x6"x41" GALVANIZED STEEL PLATE
w/ (2) 21"x2" HDAS WELDED TO
PLATES; TYP. OF 2
PLAN VIEW
2'-6" 6'-0"
1'-9"
END VIEW
NOTES:
- CONCRETE: 4000 P.S.I. MINIMUM
- REINFORCING: GRADE 60 MINIMUM
- STANDARD GRAY CONCRETE
- STEEL FORM & STEEL TROWEL FINISH, TYP.
- SUPPLIED WITH GALVANIZED STEEL WELD PLATE CONNECTIONS UNDER TABLE
FOR CONTRACTOR TO FIELD WELD & COLD GALVANIZE AFTER WELDING
- TABLE SUPPORTS TO BE REINFORCED w/ #4 REBAR 121" FROM PERIMETER
EDGES CENTERED IN 4" THICKNESS; EACH TABLE/BENCH SLAB REINFORCED
w/ (4) #4 REBARS CENTERED IN 4" THICKNESS RUNNING LENGTH-WISE WITH 121"
COVER OFF SIDES AND ENDS; PROVIDE #4 REBARS @ 12" O.C. ON TOP OF (4) #4
REBARS THAT RUN THE LENGTH OF THE SLAB
ACTUAL DIMENSIONS OF CONCRETE PRODUCTS MAY VARY SLIGHTLY



4"
6"x6"x41" GALVANIZED STEEL PLATE
w/ (2) 21"x2" HDAS WELDED TO
PLATES; TYP. OF 2
DRAWING SCALE IS 1:16
aughn
concrete products, inc.
2671 South Greeley Hwy Cheyenne, WY 82007-3681
Toll Free (877) 827-8255 Toll Free Fax (877) 827-7363
(307) 634-0695 Fax (307) 634-0694