HomeMy WebLinkAbout040 IMPA Bid Set 3 - L506.pdfS H E E T N U M B E R
D R A W N B Y
C H E C K E D B Y
C E R T I F I C A T I O N
R E V I S I O N S
IN
D
I
A
N
A
M
U
N
I
C
I
P
A
L
PO
W
E
R
A
G
E
N
C
Y
11
6
6
0
N
O
R
T
H
C
O
L
L
E
G
E
A
V
E
N
U
E
CA
R
M
E
L
,
I
N
D
I
A
N
A
JBB
JDA
BI
D
S
E
T
3
05
.
2
1
.
2
0
1
4
L
A
N
D
S
CAPE
A R C H I T ECT
J
DE
R
No. 0900153
STATE OF
L506
01 Scale: 1/4" = 1'-0"
Limestone Block Unit C
1'-5 1/4"
8 1/8"3'-2 5/8"
10 1/8"
3'-0 1/2"
2'-10 5/8"
1'-10"
2'-9 1/2"
4'-2 3/4"
3'-0"
3'-3 7/8"
NOTE: Cap pins "stainless steel
threaded dowel to be set at least 3"
from edge
5'-10"1'-10"
Limestone Block Unit C Section02Scale: 1" = 1'-0"d-sect-conc rain wall
8"
Cast-in-place concrete
Compacted aggregate base
#4 Horiz. rebar @ 12"o.c.
#4 Vert. rebar @ 12"o.c.
Compacted subgrade
Limestone veneer
Limestone cap, pin with stainless steel threaded
dowel, core drill and epoxy set in place
Dovetail anchors to be set at base
of each veneer panel in 3/8" max
mortar joint, color to match
1/2" Mortar setting bed
Cast-in-place concrete spread footing
Dovetail anchor channel, 24" o.c
Expansion joint
Concrete flatwork with thickened edge
(Refer to Civil Engineering plans)
Canopy post attachment and footing
(Refer to Architectural and Structural plans)
Caulk joint with backer rod
Raised planter wall, beyond