SLOPE 1:1 SLOPE 1:1 - City of Del City

SECTION A

CONCRETE CHANNEL

LINER DETAIL

SEE SHT. 6

5' 3'4'

S

L

O

P

E

1

:

1

S

L

O

P

E

1

:

1

3'4' 4'

S

L

O

P

E

1

:

1

S

L

O

P

E

1

:

1

SECTION D

CONCRETE CHANNEL

LINER DETAIL

SEE SHT. 6

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1

:

1

SECTION E

CONCRETE CHANNEL

LINER DETAIL

SEE SHT. 6

S

L

O

P

E

1

:

1

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S

L

O

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1

:

1

SECTION E

CONCRETE CHANNEL

LINER DETAIL

SEE SHT. 6

S

L

O

P

E

1

:

1

3'4' 4'

S

L

O

P

E

1

:

1

S

L

O

P

E

1

:

1

SECTION D

CONCRETE CHANNEL

LINER DETAIL

SEE SHT. 6

2'4'4'

SECTION F

CONCRETE CHANNEL

LINER DETAIL

SEE SHT. 6

S

L

O

P

E

1

:

1

S

L

O

P

E

1

:

1

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3'4' 4'

S

L

O

P

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1

:

1

S

L

O

P

E

1

:

1

SECTION D

CONCRETE CHANNEL

LINER DETAIL

SEE SHT. 6

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5' 3'4'

DETAIL 'A' - TYPICAL CHANNEL

CONNECTION DETAIL

THICKENED EDGE

6"6"

12

"

6"

DRILL AND EPOXY

12" #4 REBARS

@ 18" O.C.

EXIST. CONC.

APRON OR EXIST.

CONC. FLUME

C

TYPICAL CONCRETE CHANNEL LINER DETAIL

6"

1

1

1

1

VARIES VARIES4'-0"

L

2'-0" 2'-0"

SOLID SLAB SOD

EACH SIDE (TYP.)

3:1 MAX

LEFT & RIGHT SLOPES

REFER TO X-SECTION SHEETS

COMPACTED TO 90%

STANDARD PROCTOR DENSITY

EXISTING CHANNEL TO BE

CLEARED, GRUBBED, &

MUCKED PRIOR TO

PLACING BASE

VA

RIE

S

1/4"

1

1/4"

1

WEEP HOLE

SEE DETAIL SHEET 11

4" CRUSHED

SUBGRADE SHALL BE

3:1 MAX

COST OF THICKENED

EDGE TO BE INCLUDED IN

PRICE BID FOR

CONCRETE CHANNEL LINING

12"

ROCK (AS DIRECTED

BY ENG. FOR STABLE

BASE.)

S

L

O

P

E

1

:

1

S

L

O

P

E

1

:

1

SECTION D

CONCRETE CHANNEL LINER DETAIL

SECTION E


NATIVE SOIL BACKFILL

COMPACTED IN 6" LIFTS

TO 95% SPD (SEE NOTE

THIS SHEET)

P

I

P

E

D

I

A

.

6" BEDDING

CRUSHED ROCK

1.5" MAXIMUM SIZE

6" COMPACTED

SUBGRADE

95% SPD

TYPICAL TRENCH SECTION FOR RCP

SOLID SLAB SOD

DISTURBED AREAS

(Typ.)

CRUSHED ROCK

1.5" MAXIMUM SIZE

TO SPRING LINE PIPE

12" 12"

3'4' 4'

S

L

O

P

E

1

:

1

S

L

O

P

E

1

:

1

2'3' 4'

S

L

O

P

E

1

:

1

S

L

O

P

E

1

:

1

2'4'

S

L

O

P

E

1

:

1

S

L

O

P

E

1

:

1

SECTION F


4'

EXISTING FENCE EXISTING FENCE

SECTION A


NOTE: COST OF THICKENED

EDGE TO BE INCLUDED

IN PRICE BID FOR CONC.

CHANNEL LINING.

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4

"

2

"

122

'

-

0

"

#5 O x 4' - 0"

DEFORMED BAR

@ 12" C/C

3"

2' - 0"

2" x 2" KEY

FOR 6" BOTTOM & 4" SIDE WALLS

4" WALLS FOR DEPTH OF 0' TO 5'

WALL DETAIL "A"

6"

LONGITUDINAL CONSTRUCTION JOINT

CONCRETE CHANNEL LINER JOINT DETAIL

/

#4 BARS @

12" C/C EACH WAY

#4 BARS @ 12" C/C EACH WAY

12

3

"

#5 O x 4' - 0"

DEFORMED BAR

@ 12" C/C

6

"

2

'

-

0

"

2" x 2" KEY

2' - 0"

3"

#4 BARS @

12" C/C EACH WAY

6"




6" WALLS FOR DEPTH OF 0' TO 5'

WALL DETAIL "B"

12

12

/


1

1

/

2

"

#4 BARS @

12" C/C

EACH WAY

#5 O x 4' - 0"

DEFORMED BAR

@ 12" C/C

1

1

/

2

"

C

L

E

A

R


8" WALLS FOR 2/3 THE WALL HEIGHT ABOVE 5'

WALL DETAIL "C"


2' - 0"


3"

6"

2" x 2" KEY

#4 BARS @

12" C/C EACH WAY

8"

1' - 6"

2

'

-

0

"

C

L

E

A

R

/

8

"

12

12

CONCRETE CHANNEL WEEP HOLE DETAIL

9" MIN.

3"

12

12

#5 O x 4' - 0"

DEFORMED BAR

@ 12" C/C


#4 BARS

@ 12" C/C

EACH WAY

4" x 1' - 0" PVC PIPE OR

EQUAL CUT TO FIT SLOPE.

CONSTRUCT AT 20' C/C EACH SIDE.

INSTALL 1/4" x 1/4"

GALVANIZED WIRE MESH

& TIE OVER END.

2.5 CUBIC FEET CRUSHED ROCK

MINIMUM SIZE 1/2" @ EACH WEEP HOLE (TYP)

GEOTEXTILE FABRIC

ENVELOPE AROUND

CRUSHED ROCK

2" x 2" TYPICAL

KEY JOINT

SUBGRADE SHALL BE

COMPACTED TO 90%

STANDARD PROCTOR DENSITY

/


9"

9"

1 5

/8

"

1 5

/8

"

8"

1 1/2" CLEAR

TYPICAL

8

"

THROUGH TRANSITION SECTION


8

"

6

"

6"

12

"

CONSTRUCT 8" WALL THICKNESS

TO 2/3 WALL HEIGHT

SEE CONCRETE CHANNEL

WEEP HOLE DETAIL

& LONGITUDINAL

CONSTRUCTION JOINT DETAIL

FOR WALL HEIGHT ABOVE 5'

SIDEWALK RAMP AT FLUME CROSSING

1

2

:

1

F

L

U

M

E

S

ID

E

W

A

L

K

EXTEND SIDEWALK AT 12:1 MAXIMUM SLOPE

TO CURB HEIGHT MINIMUM SLOPE LENGTH = 6' - 0"

PROVIDE 1/2" EXPANSION

JOINT MATERIAL AT SAW CUTS

IF SIDEWALK IN CONSTRUCTED

ON EXISTING FLUME

TAPER CURB FROM

CURB HEIGHT TO 0"

@ 12:1 MAXIMUM SLOPE

4' MINIMUM

INSIDE WIDTH

CONCRETE CHANNEL LINER TRANSITION DETAIL

PIPE HANDRAIL

LIMITS OF HEADWALL

TRANSITION TO R.C. BOXES

VERTICAL 1:1 SIDE SLOPE

P

I

P

E

H

A

N

D

R

A

I

L

L

I

M

I

T

S

O

F

T

R

A

N

S

I

T

I

O

N

B

O

T

H

S

I

D

E

S

T

R

A

N

S

I

T

I

O

N

S

E

C

T

I

O

N

L

E

N

G

T

H

VA

RIE

S

VARIES

EXPANSION

JOINT

L BOX

C

VA

RIE

S

18' SLAB SOD

18" SLAB SOD

1

BAR BENDING DIAGRAM

H

V2

H +

3

"

V3

H - 3

'-9

"


8" 8"

LAP - H

H

7' - 0

" M

AX

IM

UM

VARIES

H1 #4 @ 12" C/C

V1 #4 @ 12" C/C (LENGTH = H - 2")

H2 #4 @ 12" C/C

9"

PIPE HANDRAIL (BOTH SIDES)

18" SLAB SOD 18" SLAB SOD

V2 #4 @ 12" C/C

V3 #4 @ 12" C/C (H + 6' AND LESS)

#6 @ 12" C/C (H GREATER THAN 6')

ODOT TYPE II-C RETAINING WALL SECTION (MODIFIED)

TYPICAL TRANSVERSE EXPANSION JOINT

2' - 0"

(1" MIN.)

1"

2" TO 3"

DIRECTION OF FLOW

1"

TOOLED EDGES WITH 1/8" RADIUS

HOT POURED SEALING FILLER

12"


9"

3"

8"

#4 BARS

@ 12" C/C EACH WAY

EXPANSION CAP

#5 O x 3' - 0" SMOOTH DOWEL @ 24" C/C

LUBRICATE THIS SIDE OF DOWEL

WITH ASPHALT OR GREASE 3/4" PREMOULDED EXPANSION JOINT MATERIAL

SPACED AT 100 FOOT C/C MAXIMUM

/

CONTRACTION JOINT

6"

3"

2"

1/8" TO 1/4"

TOOLED EDGES WITH

1/8" RADIUS OR SAWED JOINT



SPACED AT 20 FOOT C/C

(ALSO USE JOINT LONGITUDINALLY AT CENTERLINE OF CHANNEL

FOR BOTTOM WIDTHS OF 12 FOOT AND OVER)

CONSTRUCTION JOINT

4' - 0" MINIMUM 6"

6"

6"

6"

6"

SECTION B-B

(SYMMETRICAL)

SECTION A-A

(SYMMETRICAL)

18" MINIMUM SLAB SOD ABOVE CHANNEL WALLS BOTH SIDES


#4 BARS CONT.

SPACED AT 20 FOOT C/C

(ALSO USE JOINT LONGITUDINALLY AT CENTERLINE OF CHANNEL

FOR BOTTOMS OF 12 FOOT AND OVER)

TYPICAL #4 BAR

1' - 4"

2' - 6

"

(FOR CUT-OFF WALL)

3' - 0

"

#4 BAR @ 12" C/C

3' - 10" LONG

#4 BARS CONTINUOUS

8"

CUT-OFF WALL DETAIL

CONSTRUCT CUT-OFF WALL

AT BEGINNING AND END OF

CONCRETE CHANNEL,

ENTIRE PERIMETER

TYPICAL #4 BAR

(FOR CONCRETE FLUME)

1' - 3"

1' - 6

"

CONCRETE FLUME DETAIL

B

A

A

B

2' - 0

"

6"

20' - 0"

EXISTING CURB

6" x 6" x 20' CUT-OFF AT

DOWNSTREAM END OF FLUME

PROFILE

NOTE: 3/4" EXPANSION JOINT @ 100' MAXIMUM

SAWED CONSTRUCTION JOINT @ 20' MAXIMUM

3/4" EXPANSION

MATERIAL

EXISTING GROUND

#4 BARS

@ 12" C/C

EACH WAY

TRANSITION TO MEET

GROUND LINE

#4 BAR @ 12" C/C

2' - 9" LONG

CONCRETE CHANNEL

CONCRETE FLUME

18" MINIMUM

SLAB SOD

BOTH SIDES

CONCRETE CHANNEL

TYPICAL FLUME DETAIL

PIPE HANDRAIL DETAIL

HANDRAIL NOTES: WELD CONNECTIONS MAY BE USED FOR

PIPE HANDRAIL. WELD CONNECTIONS SHALL BE THOROUGHLY

CLEANED OF ALL LOOSE SCALE, GROUND SMOOTH & SPOT

POINTED WITH TWO COATS OF ALUMINUM PAINT.

(USING WELD CONNECTIONS ON PIPE HANDRAILS)

18

"

6' - 0"6"

12

"

3" I.D. GALV. STEEL PIPE WITH PLAIN GALV. FITTINGS.

USE STANDARD & SPECIAL FITTINGS AS NEEDED.

18

"

ALTERNATE DETAIL

G

G

3" PIPE

EARTH CHANNEL

TYPICAL FLUME DETAIL

CONCRETE FLUME

18" MINIMUM

SLAB SOD

BOTH SIDES

TYPICAL

EARTH CHANNEL

TYPICAL CONCRETE CHANNEL LINER DETAIL

1/4" PER FOOT SLOPE TO L

18" MINIMUM SLAB SOD ABOVE CHANNEL WALLS BOTH SIDES

PAY LENGTH *

6"

12

"

COST OF THICKENED

EDGE INCLUDED IN

PRICE BID FOR SQ. YD.

CONCRETE CHANNEL LINING

SEE LONGITUDINAL

CONSTRUCTION

JOINT DETAIL

* PAY ITEMS CALCULATED FROM MEASURED

SURFACE AREA WITHIN THESE LIMITS.

C

ADAPTED FROM OKC

STD. NUMBER 501

1THE CONCRETE CHANNEL TRANSITION

SECTION SHALL BE PAID FOR PER

LINEAR FOOT. PAYMENT FOR THIS

ITEM INCLUDES THE FULL WIDTH OF

THE CHANNEL FROM TOP OF WALL TO

TOP OF WALL.

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.pc3, 1:2

DIA.

1'-0"

TOP OF CONCRETE

BASES SHALL HAVE

A CROWN AND BE

TROWELED SMOOTH

BAR BANDS AT

GALV. STRETCHER

APPROX. 14" c/c.

NOTE: FINISH GRADE -

FENCING INSTALLATION (TYP.)

TRUSS TIGHTENER

WITH ADJUSTABLE

3/8" GALV. TRUSS ROD

10'-0" c.c. (MAX.)

GRADE SMOOTHLY BEFORE

THE CONSTRUCTION OF

SET FENCE ACCURATELY

TO GRADE.

FENCE.

11 GAUGE (MIN) GALV.

ON POST - 24"c.c.

FABRIC BANDS - 14"c.c.

1/4"x 3/4" (MIN)

STEEL PIPE

2" O.D. GALV.

FLAT GALV. STEEL

3'-0"

STRETCHER BAR

1 5/8" O.D. GALV.

PIPE BRACE

TOP RAIL

WIRE - TIES 24"c.c.

7 GA. (MIN) TENSION

9 GA.GALV. STEEL

CHAIN LINK FABRIC

2" MESH 72"WIDE

2" O.D. GALV.

STEEL PIPE

3" O.D. GALV. STEEL

TERMINAL POST

TOP RAIL SLEEVE

6" MIN. LENGTH

SELVAGE TO BE 1/2" ABOVE

GROUND ± 1/2"

EXIST. GROUND

FINISHED GRADE

TYPICAL LINE POST DETAIL

10"

DIA.

OU

TS

ID

E

IN

SID

E

1" T

YP

IC

AL

MIN

. 1/2"

WA

SH

TY

PIC

AL

6'-0"

AND SHALL MEET REQUIREMENTS OF

A.S.T.M. SPEC.

A 392-63T, A-120-63T, A-121-57,

A-153-61, A-239-41, A-123-63,

A-386-61.

PROVISIONS.

GENERAL NOTES:

1. ALL MATERIAL AND WORKMANSHIP

SHALL CONFORM TO CONTRACT SPEC.

2. ALL MATERIAL USED IN CONSTR. OF

THIS CHAIN LINK FENCE SHALL BE HOT

DIPPED GALVANIZED AFTER FABRICATION

2"x2-1/4" H - COLUMN GALV. STEEL

LINE POST - OR 2-1/2" O.D. GALV.

3'-0"

STEEL LINE POST

0"

VARIES

VARIES

FINISHED GRADE

CONCRETE CHANNEL LINER

(SEE P&P SHEETS AND SHEET #6)

8'-0" POST FACE TO FACE (MAX.)

C

L

C

L

6'-0"

3'-0"

4"

6"

THE TOP AND BOTTOM WOOD CROSS BRACES SHALL BE

PLACED 6" FROM THE END OF THE WOOD PICKETS. THE

MIDDLE BRACE SHALL BE CENTERED WITHIN THE FENCE

EXISING GROUND

CONCRETE

FOUNDATION

(TYP.)

COMPACTED SUBRADE (TYP.)

INSTALL 1X6 BOARDS VERTICALLY,

2X6'S MAY SLOPE OR BE HORIZONTAL

TO ACCOUNT FOR GRADE CHANGES,

SPACE 1X6 BOARDS EQUALLY (3/8"

MAX)

ELEVATION

1/2" SLOPE

TOP OF CONC.

FOUNDATION TO BE A

RECTANGULAR SHAPE

4X4 TREADED WOOD

POST (TYP.)

ATTACH EACH 2X6 CROSS BRACE TO THE

4X4 TREATED WOOD POST WITH 2-3"X1/4"

GALVANIZED LAG BOLTS WITH WASHERS

(TYP.)

2X6 TREATED WOOD CROSS BRACE (TYP.)

1X6 TREATED WOOD PICKET (TYP.)

ATTACH EACH 1X6 WOOD PICKET TO

THE 2X6 CROSS BRACE WITH 3

GALVANIZED NAILS (TYP.)

FENCE SECTION (SECTION A-A)

PLAN VIEW

4X4 TREATED WOOD POST (TYP.) 4X4 TREATED WOOD POST (TYP.)

1X6 TREATED WOOD PICKET (TYP.)

2X6 TREATED WOOD CROSS BRACE (TYP.)

CONCRETE CHANNEL SIDE

ADJACENT PROPERTY SIDEINSTALL 1X6 BOARD

AT END OF FENCE IF

SIDE IS VISIBLE

A

A

FINISHED GRADE

VARIES

0"

VARIES

FINISHED GRADE

CONCRETE CHANNEL LINER

(SEE P&P SHEETS AND SHEET #6)

STOCKADE FENCING DETAILS

NTS

CHAIN LINK FENCING DETAILS

NTS

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STANDARD BRICK MANHOLE ABOVE THIS POINT. WHEN GROUND IS LESS THAN

3' ABOVE PIPE, EXTEND WALLS AND PLACE RING AND COVER IN CONCRETE

SLAB.

NOTE:

1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE

OKLAHOMA CITY STANDARDS SPECIFICATIONS.

2. ALL CONCRETE SHALL BE CLASS "A" CONCRETE 3500 P.S.I. AND POURED NOT LESS

THAN 24 HOURS BEFORE BUILDING BRICK WALLS.

3. RADIUS JUNCTION BOX WILL BE USED FOR PIPE DIAMETER 36" AND ABOVE.

DETAIL OF MASONRY RADIUS JUNCTION BOX

4' - 0"

SECTION B-B

R = 2' - 6" MINIMUM

D + 2' -6"

PLAN

D

B

#4 BARS @ 12" C/C.

#4 BARS @ 6" C/C ON CL.

B

VARIABLE

DETAIL OF MASONRY JUNCTION BOX

NOTE:

1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE

OKLAHOMA CITY STANDARDS SPECIFICATIONS.

2. ALL CONCRETE SHALL BE CLASS "A" CONCRETE 3500 P.S.I. AND POURED NOT LESS

THAN 24 HOURS BEFORE BUILDING BRICK WALLS.

3. OPTIONAL CONCRETE LID WITH STANDARD MANHOLE FRAME AND COVER MAY BE

USED IN LIEU OF BRICK CONE FOR SHALLOW BOXES OF PAVED AREAS IF CALLED

FOR IN THE PLANS OR APPROVED BY THE ENGINEER. CONCRETE LID SHALL BE

7" THICK WITH #4 BARS AT 6" C/C EACH WAY. EIGHT ADDITIONAL #4 BARS SHALL

BE PLACED AT 45° UNDER MANHOLE FRAME.

4. RADIUS JUNCTION BOX WILL BE USED FOR PIPE DIAMETER 36" AND ABOVE.

SECTION A-A

VARIABLE

GROUT TROUGH IN

THE DIRECTION

OF FLOW.

8 1/2"

1/2" DIA. BARS @ 6" C/C

CLASS "A" CONCRETE

POURED NOT LESS

THAN 24 HOURS

BEFORE BUILDING

BRICK WALLS.

PLAN

S E W E RS T O R M

SEE NOTE

OPTIONAL

CONCRETE LID

A

STANDARD MANHOLE

FRAME & COVER TYPE "B".

A

ADAPTED FROM OKC

STD. NUMBER D-202

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SECTION

REVERSIBLE MANHOLE FRAME

PLAN

BOSSES TO BE 1" DIA. @ BASE,

3/4" DIA. @ TOP & 1/4" HIGH.

BOSSES @ 11° 15' 00"

1/8

29 7/8

28 1/4

2 3/8

1 3/8

1/16

26

1/8

38 1/4

28 1/4

3/16

1/2

4 3/8

1 3/8

1 3/8

1 5/8

1/4

7/8

DIMENSIONS ARE IN INCHES.

SECTION A-A

STANDARD MANHOLE COVER

BOSSES SPACED @ 11° 15' 00"

BOSSES TO BE 1" DIA. @ BASE,

3/4" DIA @ TOP & 1/4" HIGH

PLAN

SEWERSTORM

1/4

7/8

4 4 3/8

3 3 3

1 3/8

27 7/8

6 4 3/8

3 3 3 3

4

1/4

3

7/8

2 1/2


A A

MANUFACTURER'S PART NUMBER

& HEAT NUMBER OR OTHER

AGREED UPON IDENTITY.

PLAN OF UNDERSIDE

MANUFACTURER'S PLANT NUMBER

OR DISTRIBUTION POINT IDENTITY.

1

7

7

1

-

0

0

0

0

3

3

7

-

3

1

2

3

4

1

2

2

2

.0

°

1

3

4

1

2

2

1

2

3

4


GENERAL NOTES:

1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH

THE CURRENT SPECIFICATIONS.

2. SHARP EDGES RESULTING FROM FABRICATION SHALL BE DULLED BY

ANY ACCEPTABLE METHOD FOR SAFETY IN HANDLING.

3. COVERS SHALL BE GRAY IRON CONFORMING TO THE REQUIREMENTS OF

AASHTO M-105 CLASS 35B OR ASTM A-48-76 CLASS 35B OR ASTM A-48-76

CLASS 30B.

4. FERROUS CASTINGS SHALL BE OF UNIFORM QUALITY, FREE OF

BLOWHOLES, POROSITY HARDSPOTS, SHRINKAGE DISTORTION OR

OTHER DEFECTS. THEY SHALL BE SMOOTH AND WELL CLEANED BY

SHOT BLASTING OR OTHER APPROVED CLEANING METHOD.

5. ALL CASTINGS SHALL BE MANUFACTURED TRUE TO PATTERN;

COMPONENT PARTS SHALL FIT TOGETHER IN A SATISFACTORY MANNER.

6. WHERE INDICATED, MACHINED SURFACES SHALL BE FURNISHED.

7. WEIGHTS ARE APPROXIMATE AND AVERAGE. DEVIATION FROM THE

FOLLOWING WEIGHTS SHALL NOT EXCEED 5% PLUS OR MINUS: FRAME

235 L.B. COVERS 195 L.B.

8. CASTING SHALL BE UNPAINTED.

ADAPTED FROM OKC

STD. NUMBER D-204

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SLOPE 1:1 SLOPE 1:1 - City of Del City