1"
1/2"
With 3 Screws
Screen and Cap Held
and Elbow
1 1/2" dia. Pipe
Drainage Slope
Drainage Area
1/2" dia. Conduit
Ground Rod
Anchor Bolts
Foundation
Door Side of
(Kitchen Sink Type)
Removable Strainer
2"
4"
10"
4"
3’-4 3/4"
3’-0"
PLAN
Footpad
Concrete
Area
Concrete Entrance
1
for Drainage
Slope Top Concrete
Anchor Bolts
Concrete Footpad
Couplings
Ground Lineor Sidewalk
Ground Line
With 3 Screws
Screen and Cap Held
2"
min.
1"
3"
2 1/2"
1"
3"
Controller Base
2’-0"
1’-0"
6"
2" dia. 90° Bends
Grounding Bushing
2" dia. Conduit With
1
5
E 805-SGCF-01
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2013
TYPE P-1
SIGNAL CONTROLLER CABINET FOUNDATION
concrete as the foundation.
Concrete footpad shall be constructed of the same class5
indicating the direction of the 2" conduits’ exit.
Make a permanent line on top of the concrete foundation4
shall be installed as required on plans.
Conduits not used shall be capped below grade. More inlets3.
Install minimum 3 - 2" dia. conduits for each foundation.2.
See Standard Drawing E 805-SGPB-01 for anchor bolt details.1
:NOTES
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02/22/13/s/ Alfredo B. Hanza
/s/ Mark A. Miller 03/27/13
7"
1’-6 1/2"
4’-8"
2’-0"2’-8"
4
3’-0"
ELEVATION
CL
CL
2"
4"
3’-0"
1"
PLAN
4
1
5
1"
2"
3"1"
3’-0"
2" 3"6"
Grounding Bushing
2" dia. Conduit With
Controller Base
or Sidewalk
Ground Line With 3 Screws
Screen and Cap Held
Ground Line
Couplings
2" dia. 90° Bends
ELEVATION
Footpad
Concrete
Anchor Bolts 1
5
E 805-SGCF-02
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2013
TYPE M
SIGNAL CONTROLLER CABINET FOUNDATION
RET
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as the foundation.
Concrete footpad shall be constructed of the same class concrete5
indicating the direction of the 2" conduits’ exit.
Make a permanent line on top of the concrete foundation4
shall be installed as required on plans.
Conduits not used shall be capped below grade. More inlets3.
Install minimum 3 - 2" dia. conduits for each foundation.2.
See Standard Drawing E 805-SGPB-01 for anchor bolt details.1
:NOTES
02/22/13/s/ Alfredo B. Hanza
/s/ Mark A. Miller 03/27/13
2’-0"1’-10"
1’-0"
1’-5"
1’-7"
and Elbow
1 1/2" dia. Pipe
Ground Rod
With 3 Screws
Screen and Cap Held
(Kitchen Sink Type)
Removable Strainer
Anchor Bolts
Drainage Area
1/2" dia. Conduit
Foundation
Door Side of
Drainage Slope
Area
Conduit Entrance
Footpad
Concrete
1’-8"
8"
1'-0 3/4" dia. Bolt Circle
2'-0" square
1/2" dia. Conduit
Ground Wire
Ground Rod
(Typ.)
Anchor Bolts
min.
3'-0"
1'-0"
3 1/2"
2'-0"
2 1/2"
1'-0"
1
or Sidewalk
Ground Line Ground Wire Grounding Bushing
2" dia. Conduit With
Couplings
2" dia. 90° Bends
5
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2013
E 805-SGCF-03
RET
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02/27/13/s/ Alfredo B. Hanza
/s/ Mark A. Miller 03/27/13
24 IN. X 24 IN. X 36 IN.
SIGNAL POLE FOUNDATION,
type A foundation.
The signal pole foundation, 24 in. x 24 in. x 36 in. is also known as a 6.
The ground rod has length 8 ft.5
the direction of the 2-in. conduits' exit.
Make a permanent line on top of the concrete foundation indicating 4
be installed as required on plans.
Conduit inlets not used shall be capped below grade. More inlets shall 3.
foundation.
A minimum of two 2-in. dia. conduit inlets shall be installed for each 2.
See Standard Drawing E 805-SGPB-01 for anchor bolt details.1
GENERAL NOTES:
2'-0"
1
4
PLAN
(Typ.)
Anchor Bolts
Ground Rod
ELEVATION
1 1/4"
3"
1 1/4"
1"4"
DETAIL A
2 3/4"
Cast Iron Cover
Concrete Pipe Cast Iron Ring
TRAFFIC SIGNALS
PLAN
(Recessed Flush)
2" Lettering (Typ.)
1’-11 1/2"
2’-7 1/2"
1’-11 1/2"
1 1/4"
Bolted Cover
5"
2"
3"
See Detail A
5"
the concrete pipe.
Four evenly spaced around
Knockout panels 2 in. deep
Grout
Handhole Bottom
Concrete Pad or
2’-0"
10"
1’-0"
5"
3’-0"
Concrete Pipe
Class III Reinforced
2 in. Conduit & Bushing (Typ.)
SECTION A-A
E 805-SGCF-04
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
CONCRETE
SIGNAL HANDHOLE, TYPE I
SEPTEMBER 2013
RET
60020657
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Polymer Concrete and cover.
See Standard Drawing E 805-SGCF-06 for Signal Handhole, Type II, 3.
countersunk.
The ring and cover shall be secure. Attachment hardware shall be 2.
Approximate weight for cast iron ring and cover shall be 320 lb.1.
NOTES:
02/22/13/s/ Alfredo B. Hanza
/s/ Mark A. Miller 03/27/13
3/4"
3"
A A
(No. 8 or Larger)
Coarse Aggregate
concrete pipe.
evenly spaced around the
with square washer and nut
4 - 5/8" x 5" eyebolts
FRONT VIEW
10"
3’-0"6"
2’-0"
10"
1’-4"
3"
System Required
Chemical Anchoring
Footpad
New Concrete
Ground Line
481 x 2’-2"
PLAN
1’-6 1/2"
3’-4 3/4"
3"
2"
to Ground Rod
Existing 1/2" dia. Conduit
M Foundation
Limits of Existing
6" Min.
Conduit Extension
Ground Rod and
3"
1’-10"
2’-8"
M Foundation
Limits of Existing
Anchor Bolt (Typ.)
2"
Pipe for Drainage
Extend 1 1/2" dia.
481 Bar (Typ.)
2" dia. Conduits
Ground Line
SIDE VIEW A-A
10"
E 805-SGCF-05
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
MODIFIED TO P-1 FOUNDATION
EXISTING M FOUNDATION
SEPTEMBER 2013
RET
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See Standard Drawing E 805-SGCF-03 for General Notes.4.
foundation.
Existing anchor bolts shall be cut at or below top of existing 3.
See Standard Drawing E 805-SGCF-01 for Type P-1 foundation details.2
See Standard Drawing E 805-SGCF-02 for Type M foundation details.1
NOTES:
02/28/13/s/ Alfredo B. Hanza
/s/ Mark A. Miller 03/27/13
5"
1’-10"
5"
2 1/2"
7"
8"
3"
Anchor Bolt (Typ.)
1’-5"
1’-7"
(Typ.)
Anchor Bolt
P-1 Shell
1
2
10"3’-0"10"
2’-0"
4’-8"
(Typ.)
481 Bar
8" 10"
A
A
Concrete Footpad
8 - 481
3’-4 3/4"
6"
Handhole Cover
1’-0"
1’-6"
TIE
R X
X
2’-0" Max1’-5" Min
3’-0" Max.2’-6" Min.
TR
AFFIC SIG
NA
LS
Conduit Elbow (Typ.)
2" Conduit and Bushing (Typ.)
SECTION B-B
with Washer
3/8" 16NC Hex Bolt
PLAN
B B
E 805-SGCF-06
INDIANA DEPARTMENT OF TRANSPORTATION
STANDARD DRAWING NO.
DATECHIEF ENGINEER
DATEDESIGN STANDARDS ENGINEER
SEPTEMBER 2013
POLYMER CONCRETE
SIGNAL HANDHOLE, TYPE II
RET
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Concrete and cover.
See Standard Drawing E 805-SGCF-04 for Signal Handhole, Type I, 1.
NOTE:
02/22/13/s/ Alfredo B. Hanza
/s/ Mark A. Miller 03/27/13
with Washer
3/8" 16NC Hex Bolt
(No. 8 or larger)
Coarse Aggregate