Draw_CU502_UTILITY_DETAILS_SHEET_3_OF_5.pdf

8"

MIN

T

B

C

A

P I P

E

O

D

C = PIPE OD X 4

(SEE NOTE 2)

LOCATION PT AND

INVERT ELEVATION

CL PIPE

D

RIP RAP (SEE NOTE 4)

FABRIC FILTER GEOTEXTILE

TOE WALL SEE NOTE 1 FOR

DEPTH

FINAL GRADE

PLAN

SECTION A-A

RCP FLARED END SECTION

(DETAIL A5)

#5 @ 12" E.W.

F

T

CL PIPE

E

C

A

L

E

PIPE DIAM.

10 48 78

10 48 78

A C L E

DIMENSIONS IN INCHES

(INCHES)

REINFORCED CONCRETE ROUND PIPE

6 48 73

4 48 72

NOTES:

1. TOE WALL (G) SHALL BE 18-INCHES BELOW BOTTOM OF END SECTION

ON UPSTREAM END AND 24-INCH ON DOWNSTREAM END.

2. WHEN PIPE CENTERLINE AND DITCH CENTERLINE INTERSECTION IS

APPROX. PERPENDICULAR, EXTEND RIPRAP UP SIDE OPPOSITE PIPE

DISCHARGE TO HEIGHT LEVEL WITH TOP OF PIPE.

3. PLACE RIP RAP AT ALL END SECTIONS AND CULVERT HEADWALLS.

4. D

RIP RAP SHALL BE HARD AND DURABLE ROCK CONSISTING OF

6-INCH MATERIAL.

NOTES:

1. DIMENSIONS OF END SECTIONS MAY VARY SLIGHTLY FROM THOSE SHOWN ON THE TABLES

DUE TO DIFFERENT MANUFACTURER'S VARIATIONS.

2. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON THE DRAWINGS, SHALL BE INSTALLED

SO THAT A MINIMUM OF 15 LINEAR FEET OF THE OUTLET END OF THE PIPE ARE

MECHANICALLY LOCKED TOGETHER. END SECTION LENGTHS SHALL BE INCLUDED IN THE 15

LF REQUIREMENT.

3. FOR RIP RAP INFORMATION SEE DETAIL A1 ON THIS SHEET.

M I N

SCALE: NTS

END SECTION FOR REINFORCED

CONCRETE CIRCULAR PIPE (30" OR LESS)

A5

SCALE: NTS

FLARED END SECTION

A1

CU502

A

A

CU502

A

A

SECTION A-A END VIEW

PLAN

A

P

I P

E

O

D

X

H

WATER LINE

WATER LINE

SEWER LINE

20.00'

20.00'

M

I N

PROPOSED OR

EXISTING GRADE

NOTES:

1. ALL SANITARY SEWER LINES THAT CROSS LESS THAN 24 INCHES ABOVE OR BELOW WATER

MAINS OR SERVICE LINES SHALL BE SEAMLESS HDPE PIPE FOR 10 FEET EACH SIDE OF THE

CENTERLINE OF THE CROSSING. SEWER PIPE SHALL BE TESTED IN ACCORDANCE WITH THE

SPECIFICATIONS FOR PRESSURE PIPE. CONTRACTOR MAY LOWER WATER LINES TO CLEAR

MORE THAN 24 INCHES BELOW THE SEWER LINE OR RAISE THEM TO CLEAR MORE THAN 24

INCHES ABOVE THE SEWER LINE BUT MUST MAINTAIN THE MINIMUM BURY DEPTH/COVER OF 42

INCHES ON ALL WATER MAINS AND SERVICE LINES AND 42 INCHES FOR ALL FIREWATER MAINS.

2. LENGTH OF EXTENSION OF PIPE AND RESTRAINED JOINTS SHALL BE IN ACCORDANCE WITH THE

SPECIFICATIONS AND DRAWINGS.

3. A BORED CROSSING MAY BE REQUIRED BY THE CONTRACTOR.

SEE NOTE 1 FOR WATER LINES

ABOVE OR BELOW SEWER LINES.

45° ELBOW

(TYP)

SCALE: NTS

WATER/SEWER LINE CROSSING DETAIL

B1

GRAVITY BLOCK

THRUST BLOCK - SEE

DETAIL A1 ON CU501

8" 45° PLASTIC BEND

8" DIA. CORRUGATED HDPE ROOF DRAIN

PLASTIC STORM

DRAIN PIPE

BUILDING

WALL

DOWNSPOUT

FOOTING

FINISH GRADE

CAST IRON DOWNSPOUT SHOE WITH

BRASS CLEANOUT (NEENAH

R-4929-OFFSET MODEL OR APPROVED

EQUAL)

STORM DRAIN PIPE

SEE UTILITY PLANS

8" 45° PLASTIC BEND

2 EACH 8" 45° PLASTIC ELBOWS

8" DIA. PLASTIC PIPE

CAST IRON MANUFACTURER'S

STANDARD TRANSITIONAL

COUPLING

8"x8" 45°

PLASTIC

WYE

8" DIA. PLASTIC ROOF DRAIN PIPE

VARIES - SEE PLANS

1%

ECAST IRON COVER AND

FRAME (NEENAH R-1792-TYPE

C OR APPROVED EQUAL)

FINISHED GRADE

8" DIA. PLASTIC PIPE

2 EACH 45°

PLASTIC BENDS

CLEANOUT

8" 45° PLASTIC WYE

PLASTIC STORM

DRAIN PIPE

8" DIA. PLASTIC

ROOF DRAIN PIPE

8" 45° PLASTIC BEND

FROM

BLDG

F L O

W

PLAN

PROFILE

STORM DRAIN

SECTION A-A

CONCRETE PAD IN

UNPAVED AREAS

#10 BARS ALL

AROUND (6" LAP)

DOWNSPOUT

24"

M I N

48" MIN ABOVE

GRADE

NOTE:

1. SEE UTILITY PLANS FOR DEMARCATION OF

ROOF DRAINS.

SCALE: NTS

ROOF DRAIN AND CLEANOUT

C3S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

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C O

P Y

R I G

H T

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U R

N S

M c D

O N

N E

L L

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R I N

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P A

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180TH FIGHTER WING

OHIO AIR NATIONAL GUARD

TOLEDO EXPRESS AIRPORT

SWANTON, OHIO

180th Fighter Wing

Toledo Express Airport, OH

9400 WARD PARKWAY

KANSAS CITY, MO 64114

(816) 333-9400

REVISIONS

K

Construct ACA Shelters

1 1098765432

WYTD079031 W9133L-15-D-0003-9M03

UTILITY DETAILS SHEET 3 OF 5

CU502 1

UTILITY DETAILS SHEET 3 OF 5

02/12/18 C. FRANZEN

A. DORMAN C. STEWART

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