8"
]
[200]
galvanized wire cloth
[2
00
14" [350]
EROSION CONTROL PAD AND ANIMAL GUARDS: These items
shall be provided at the outlet end of all farm drains
except where they outlet into a drainage structure. The
steel bolts or rods for the animal guard shall be galvanized
per CMS 710.06. In lieu of drilling or punching the 1/2 " [13]
10"x10" #4 [250x250 #13M],
diameter holes into the pipe, a metal collar meeting all of
the above requirements may be clamped onto the pipe if
approved by the Engineer.
CMS 603 Conduit
U-Bar, Epoxy coated
(4" or 6" [100 or150])
32" [800]
Mortar the void
Erosion control pads, masonry collars, and animal
guards shall be included in the unit price bid for
PAYMENT:
as per CMS 604
]
.2
Epoxy Coated
"
7-20-01
[1
24" [600]
PRECAST REINFORCED CONCRETE OUTLET:
8
4
2" [50]
9"
[225]
Coated
16" [400]
U-Bar Epoxy
Item 604 - Precast Reinforced Concrete Outlet.
of the slope.
"
The Mortar; Tied Concrete Block Mat, Type 1,
[1
and Wire Mesh shall be included in the unit price
.2
m
bid forItem 601 - Tied Concrete Block Mat, Type 1.
5"
]
[125]
1-21-05
10-21-05
paid at the contract unit price bid for
Top to be flush with surface
12"
3/8 " [10] dia. Bolt or rod
FRONT VIEW
[300]
in 1/2 " [13] dia. holes in pipe.
min.
1"‘ [25‘]
PRECAST REINFORCED CONCRETE OUTLET
Erosion control pad
7-19-02
7-18-03
PAYMENT:
The precast reinforced concrete outlet shall be
Type 1 per CMS 601.12.
48
SIDE VIEW
The concrete
outlet shall meet the requirements of CMS 604.
Tied Concrete Block Mat,
4" [100]
2"
[50
]
#4 [#13M]
DATE
Item 603 - __ inch [mm] Conduit, Type __ .
m
Straight Bar,
2" [50]
1 1/2 " [38] c/c
Alternates
2’-0" [600]
A
Rod
1/2 " [13] min.
Pipe
Brick
Pipe
Brick
M. Wawszkiewicz
1/4 " [6] Typ.
[150]
OTHERWISE NOTED.
#4 [#13M]
HYDRAULIC
ENGINEER
28" [700]
ALL METRIC DIMENSIONS
TOP VIEW
IN MILLIMETERS UNLESS
6"
4"
[100]
1/4 " [6] Typ.
[150]
4"
[100]
16 gage steel hot
8"
STATE HYDRAULIC ENGINEER
3"x3" [75x75] Mesh
2" [50]
6"
OHIO DEPARTMENT OF TRANSPORTATION
A masonry collar shall be provided
where plans require that a pipe extension be joined to
the end of an existing pipe with a butt joint. The cost
shall be included in the unit price bid for the new conduit.
MASONRY COLLARS:
(IN BRACKETS []) ARE
Typ.
2" [50]
Typ.
1 1/4 " [30]
NOTES
CONSTRUCTION METHODS
9" [225] grouted
CMS 603
riprap or 6" [150]
Conduit
6"
6"
Class C
[150]
concrete
SECTION A-A
collar
min.
Class C concrete
1’-6" [450]
2’-0" [600]
[150]
A
OFFICE OF
STRUCTURAL
ENGINEERING
1/2 " [13] min.
PROFILE
No. of Bolts
4"
6"
8"
10"
12"
15"
18"
[100]
[150]
[200]
[250]
[300]
[375]
[450]
2
3
5
6
7
9
11
MASONRY COLLAR
As per CMS 601.04.D, reinforce the slab
Backfill as per
approximately midway between the top and
CMS 603.10
bottom of the slab, with steel bars or
125% of O.D., min.
fabricated reinforcement equivalent to
#3 [#10M] round bars, at 24" [600] o.c.
in two directions, or wire fabric according
to SCD BP-1.1
4" [100] min.
O.
.
I.D
2’-6" [750]
D.
Cutoff
6" [150] Reinforced
wall
4
O.D.
concrete slab
CONCRETE CRADLE
4
I.D.
6" [150] min.
Undisturbed soil
18" [450] max.
6" [150] in rock
RIPRAP CUTOFF WALL
The cost of the cutoff wall shall be included
Plain or reinforced
in the unit price bid for Item 601 Riprap
concrete cradle, Class C
using 6" [150] reinforced concrete slab.
9"
[225]
1
DM-1.1
4" [100] min.
9"
[225]
OUTLETS, DRAINS AND SEWERS
CONDUIT SIZE
STANDARD HYDRAULIC CONSTRUCTION DRAWING
EROSION CONTROL PAD AND
ANIMAL GUARD FOR OUTLET PIPE
NUMBER
PLAN
2
3’ [900] min.
Precast reinforced
Aggregates, tarred paper, tarred burlap,
SPRING DRAIN:
or geotextile fabric backfill and necessary excavation
for spring drains shall be included for payment in the unit
price bid per Foot [Meter] for
Item 605 - Aggregate
Pay length
concrete outlet
4" [100] min.
STATE HYDRAULIC ENGINEER
OHIO DEPARTMENT OF TRANSPORTATION
NOTES
DATE
7-20-01
7-19-02
Drains for Springs.
7-18-03
PAYMENT:The pipe shall be included in the unit
price bid per Foot [Meter] for
Item 605 - 6" [150]
3’ [900]
Item 604 - Precast Reinforced Concrete Outlet.
Mat, Type 1.
The Mortar; Tied Concrete Block Mat, Type 1,;
and Wire Mesh shall be included in the unit price
bid for Item 601 - Tied Concrete Block Mat, Type 1.
PLAN
Tarred paper, tarred burlap or Type B
Geotextile Fabric per CMS 712.09.
ade
Finished Gr
Precast reinforced
concrete outlet
Underdrains for Springs
48"x48" [1.2m x 1.2m]
SECTION A-A
[150]
6"
18"
[450]
2
M. Wawszkiewicz
DM-1.1
SPRING DRAIN DETAIL
NUMBER
Mat, Type 1.
Unclassified Pipe
6" [150]
Aggregate
Item 605, 6" [150]
Tied Concrete Block
No. 57
or No. 467
2’-6" [750]
per CMS 605.03.C
CMS 603.10
Backfill as per
No. 8 Aggregate
Granular filter as
OTHERWISE NOTED.
paid at the contract unit price bid for
Tied Concrete Block
IN MILLIMETERS UNLESS
PAYMENT:The precast reinforced concrete outlet shall be
OUTLETS, DRAINS AND SEWERS
4" [100] min.
(IN BRACKETS []) ARE
The concrete
ALL METRIC DIMENSIONS
PRECAST REINFORCED CONCRETE OUTLET:
outlet shall meet the requirements of CMS 604.
HYDRAULIC
ENGINEER
Unclassified Pipe Underdrains for Springs.
Pipe Underdrain
48"x48" [1.2m x 1.2m]
1-21-05
10-21-05
OFFICE OF
STRUCTURAL
ENGINEERING
A
STANDARD HYDRAULIC CONSTRUCTION DRAWING
A
2