Drawing_Sheet_CO501_-_Amd_0002.pdf

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In c r e a s e

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%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

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CERTIFIED FINAL - READY TO ADVERTISE

CO501

R E

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#4 BARS @ 18" O.C., TOP & BOTTOM

SHEET PILE FILL, M.D.O.T. 4AA AGGREGATE

EXISTING CONCRETE CAP

M.D.O.T. 21AA AGGREGATE

LONG TO SUPPORT CONCRETE IN PAN

OUTSIDE PAN OR TIE TWO #6 BARS 18"

EXTEND TWO BOTTOM BARS INTO EACH

#5 BARS @ 12" O.C.

5'

2" 3"

1/8" PER FOOT

CO301

TYPICAL CONCRETE CAP DETAIL

CO501 SCALE: 1"=1'-0"

CO501 SCALE: 1-1/2"=1'-0"

1/2"

3"

TOP OF REQUIRED CAP

3" CLEAR (TYP.)

1/2"

1"

CO501

TYPICAL REQUIRED SHELF ANGLE DETAIL

SCALE: 1"=1'-0"

18" LONG TO SUPPORT CONCRETE IN PAN

OUTSIDE SSP PAN OR TIE TWO #6 BARS

EXTEND TWO BOTTOM BARS INTO EACH

CONCRETE CAP

REQUIRED REINFORCED

SHELF ANGLE A36 STEEL

REQUIRED L8x8x1/2

4 1/2"

2"

A1

CO101 "=1'4

SCALE:

NOTE:

ELEV. +7 LWD

INCREASE SLUMP UP TO 6"

RANGE PLASTICIZER MAY BE ADDED TO

6AA AGGREGATE AIR ENTRAINED MID

M.D.O.T. GRADE D 4500 P.S.I. CONCRETE

C L SSP

NOTE: PLACE AT EXISTING MONOLITH JOINTS

CAP

TO PLACEMENT OF CONCRETE

INSTALL BOND BREAKER PRIOR

SCALE: 1"=1'-0"

5+00 TO 17+00 = 7' LWD

SOUTH SIDE TOP OF SSP

12+00 TO 17+00 = 6' LWD

5+00 TO 12+00 = 7' LWD

NORTH SIDE TOP OF SSP:

200 FEET ALONG SSP WALL

LADDERS TO BE PLACED EVERY

CO101 SCALE: 1"=1'-0"

SPECIAL PILE TERMINATION

EXISTING CONCRETE CAP

L

INTERLOCK

ADDITIONAL WELDED

Z CORNER W/

C SSP

LESS THAN 4"

NOTES:

CONCRETE CAP. SEE NOTE 1.

AS REQUIRED FOR INSTALLATION OF

HORIZONTAL SAWCUT EXISTING CONCRETE

SSP

TYPICAL EXPANSION JOINT DETAIL TYPICAL CONTROL JOINT DETAIL

TYPICAL LADDER ELEVATION

(TYP)

1 1/2" DIA STEEL LADDER RUNG

SEALANT (ON LEVEL SURFACE)

HOT-POURED OR COLD APPLIED RUBBER

FROM TOP OF CONCRETE)

HOT-POURED OR COLD APPLIED

SPACING ONE END GREASED

1/2" DIA. x 1'-6" LONG BAR @ 1'-0"

JOINT FILLER

1/2" PREMOLDED EXPANSION

SHELF ANGLE

NOTE: PLACE NO MORE THAN 50 FEET APART

EQUAL TO SSP

TIP ELEVATION

INTERLOCK

WELDED

PIPE PILE W/

ASTM A 572, GR 50

O.C.(TYP.)

SPACED @ 5'-0" MAX.

F3125, GRADE A325 BOLT

REQUIRED (1) 3/4" DIA. ASTM

APPROVAL BY THE COR.

SUBMITTAL AND

FILLED. REQUIRED

GROUT VOID TO BE

BAR GRAB RAIL (TYP.)

REQUIRED 1 1/2" DIA.

2'-5 1/2"

REQUIRED SSP WALL

SAFETY ORANGE TO LWD

COATS OF INTERNATIONAL

GRAB BAR AND RUNGS 2

PAINT SSP LADDER WELL,

A6

CO501

SCALE: 1"=1'

A9

CO501

SCALE: 1"=1'

DETAIL

TYPICAL GRAB RAIL

TYP

1 TYP

(SEE NOTE 2)

CONCRETE ANCHOR

REQ'D POST INSTALLED

7"

6"

(SEE NOTE 2)

CONCRETE ANCHOR

REQ'D POST INSTALLED

4" MIN. (TYP.)

7" (TYP.)

PLATE (TYP.)

REQ'D 7"x7"x1/4" THICK

1.5" (TYP.)

REQ'D SSP

DETAIL

TYPICAL GRAB RAIL

CO501

A9

CO501

A9

CO501

A7

CO501

A7

GRAB BAR (TYP)

REQUIRED 1 1/2" DIA

TO LWD

SAFETY ORANGE

INTERNATIONAL

COATS OF

AND RUNGS 2

WELL, GRAB BAR

PAINT SSP LADDER

TYP

3/16"

PLACEMENT

REQUIRED IN SSP FOR

RUNG (TYP) HOLE

1 1/2" DIA STEEL LADDER

OR BELOW -3.0' L.W.D.

BOTTOM RUNG TO BE AT

2"

GALVANIZED.

318, BE AN EPOXY TYPE, AND HOT DIPPED

500 LBS. ANCHOR SHALL BE DESIGNED PER ACI

CAPACITY OF 500 LBS AND TENSION CAPACITY OF

2. CONCRETE ANCHOR SHALL HAVE A SHEAR

CONCRETE CAP IS +6.5.

AREA OF +6.0 SO THAT FINAL GRADE OF

CONCRETE CAP IS +7.0. NO SAWCUT REQUIRED IN

WALL IN +7.0 AREA SO THAT FINISH GRADE OF

+7.0 TO +6.0 LWD. HORIZONTAL SAWCUT EXISTING

1. TOP OF EXISTING WALL TRANISTIONS FROM

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