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Z SECTION 1A ONLY
1' -4/ "
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6" CMU
SITE SLAB i GROU rED SOLID
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GROUT SOLID
d -
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1/'2" RIGID
INSULATION
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¢ o a a (3) - #5 CONT.
-III d . .
1' -6i» 52
2' -0"
SECTION 1 1A
3/4" = 1' -0" F1.0
i O
82
TOP /SLAB SITE SL7-1 I /
EL. 100' -0" i
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6" CMU
GROUTED SOLID
d ° d
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1' -2�2 " 5 2»
8" CMU
GROUT SOLID
1 2" RIGID
INSULATION
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(3) - #5 CONT.
SECTION 2
3/4" = 1' -0" F1.0
TOP OF SLAB
ELEVATION = 100' -0"
3 - #4 12" CLR.
6 �n
F2.0 #4 AT 12"
3' -6" #4 AT 12 "-----\
TOP /SLAB (
EL. 100' -0" PREFORMED STEEL PAN— o
3 - #4� ] (SEE NOTE N0.2) 1 1 2" CLR. -
N
I _ t-3" CLR.
#4 AT 12" 7
0
8" 6' -0" (NOTE 1) 8" N
NOTES:
1. VERIFY ALL DIMENSIONS WITH DOCK LEVELER SUPPLIER
PRIOR TO CASTING CONCRETE
2. ALTERNATE FOR FORMED PIT . PROVIDE Z 3 x 3 x 1/4
EMBEDDED EDGE ANGLE ( GALVANIZIED ) WITH 1/2" DIA.
x 0' -6" WELDED HEADED ANCHOR STUDS AT 12" O.C.
ALL SIDES OF PIT . VERIFY SIZE , LOCATIONS +
ANCHORAGE REQUIREMENTS WITH DOCK LEVELER SUPPLIER .
SECTION r5
1' -0" -F2.0
z
a
c
I
Cc
1. COORDINATE DIMENSIONS WITH DOOR SUPPLIER.
2. "C.J." DENOTES CONTROL JOINT IN SLAB ON GRADE. SEE DETAIL F /S2.1
(TYPICAL SLAB ON GRADE CONTROL JOINT).
DETAIL A
8 -
F2.0
F2.0
6" 8"
TOP /SLAB
EL. 100' -0"
8' -0" (NOTE 1)
- #4 AT 12"
5
—� F2.0
SLOPE 2"
d
d�
b
�N
r,
2" CLR.
#4 AT 12 #5 AT 12"
#5 AT 8"
2" CLR.
NOTES: 4 — #5—
1. VERIFY DOCK LEVELER PIT DIMENSIONS WITH DOCK LEVELER SUPPLIER.
2. ALTERNATE FOR FORMED PIT. PROVIDE 1-3x34 EMBEDDED EDGE
ANGLE (GALVANIZED) WITH 2" DIA. x 0' -6" WELDED HEADED ANCHOR
STUDS AT 12" O.C. ALL SIDES OF PIT. VERIFY SIZE, LOCATIONS AND
ANCHORAGE REQUIREMENTS WITH DOCK LEVELER SUPPLIER.
SITE SLAB
1/'2" DIA. SMOOTH
DOWEL @ 8" O.C.
GREASE ONE SIDE
2-
z Uj
° o
Q#4 AT 12"
d d-
2" CLR. 2" CLR. N
SEE SITE DRAWINGS
a
LFORPAVEMENT
d #4 AT 12"
EACH FACE
SECTION 6
�z" = 1' -0" F2.0
2' -6"
4' -0"
d
°
3" CLR.
—2 - #5
1' -0" 6'
6"
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°
d
W
r d
d
SECTION 6
�z" = 1' -0" F2.0
2' -6"
4' -0"
d
°
3" CLR.
—2 - #5
1' -0" 6'
4
8" O.C.
12" CMU
GROUT SOLID
1/," RIGID
INSULATION
0
I
N
(3) - #5 CONT.
1' -6 2" 5,2»
2, -O"
SECTION 3
3/4" = 1' -0" F1.0
w
Q
TOP /SLAB
EL, 100' -0"
TOP /WALL
EL. VARIES
FINISH GRADE
OR SLAB. SEE
SITE DWGS. —
#4 @ 9" O.C.
SEE SITE
DRAWINGS
FOR PAVEMENT
d
d
a<
TOP /CI AR
..a
SITE PAVEMENT
I
2" CLR. d - - - -
° d -
a i It��b i Ib i G)
d
#4 @ 18" O.C.
..'a. ° . (2) - #5 CONT.
I (3) - #5 CONT.
2' -0" 8,. 8»
3' -4" J
SECTION 7
3/4" = 1' -0" F1.0
\L) -ffJ
8" 1' -0" 2' -6"
SECTION 4
3/4" = 1' -0" F1.0
FINISH GRADE
OR SLAB. SEE
SITE DWGS. —
TOP WALL
EL. VARIES
d
SITE PAVEMENT
- - - -� --
d
° I r
d
#4 @ 9" O.C.
°
°d q
d
O °
(3) - #5 CONT.
8» , o„ , 8»
2' -0„
SECTION 8
3/4" = 1' -0" F1.0
-,-
Duke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: 317 808 -6000
Fax: (317 ) 808 -6797
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12" CMU
GROUT SOLID
1/," RIGID
INSULATION
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(3) - #5 CONT.
1' -6 2" 5,2»
2, -O"
SECTION 3
3/4" = 1' -0" F1.0
w
Q
TOP /SLAB
EL, 100' -0"
TOP /WALL
EL. VARIES
FINISH GRADE
OR SLAB. SEE
SITE DWGS. —
#4 @ 9" O.C.
SEE SITE
DRAWINGS
FOR PAVEMENT
d
d
a<
TOP /CI AR
..a
SITE PAVEMENT
I
2" CLR. d - - - -
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#4 @ 18" O.C.
..'a. ° . (2) - #5 CONT.
I (3) - #5 CONT.
2' -0" 8,. 8»
3' -4" J
SECTION 7
3/4" = 1' -0" F1.0
\L) -ffJ
8" 1' -0" 2' -6"
SECTION 4
3/4" = 1' -0" F1.0
FINISH GRADE
OR SLAB. SEE
SITE DWGS. —
TOP WALL
EL. VARIES
d
SITE PAVEMENT
- - - -� --
d
° I r
d
#4 @ 9" O.C.
°
°d q
d
O °
(3) - #5 CONT.
8» , o„ , 8»
2' -0„
SECTION 8
3/4" = 1' -0" F1.0
-,-
Duke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis, IN 46240
Phone: 317 808 -6000
Fax: (317 ) 808 -6797
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Certified By:
GEOR
Q F'' 9
N o .
3 ? AR19400ft6 = Z
STATE OF
99�HITEG�
Drawing Number:
F2,0
Of Sheets
Duke Job Number:
0000
A/E Job Number:
05020