7995_c5v8.pdf

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Cliff Site Repair at TA606
Solicitation number
W911S716R0015
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Solicitation_Released.pdf PDF
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7995_c4v8.pdf PDF
Attachment_B-Past_Performance_Questionnaire.docx DOCX document

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Text version

SOLID ROCK BASE

4 -#4 REBAR

FRAMED CONCRETE PIER WITH

#3 TIES SPACED EVENLY AT 10" O.C.

SQUARE

1'-6"

M I

N

‚" METAL PLATE

NON-EXPENDABLE GROUT

THE WALL

4' MIN. FROM

6" FROM EACH END AND 12" O.C.

1/2"X24" REBAR. REBAR SHALL BE PLACED

BASE TIE SHALL BE SECURE WITH

WASHER AND NUT ON BOTH SIDE

2- 1/2" THREADED BAR WITH

THE END AND 18" O.C.

1/2"X16" REBAR PLACED 6 INCHES FROM

STEP BACK TIES 1/2" ON EACH LAYER

4"x4"x3'

RAILROAD TIE DEADMAN

4"x4"x3'

RAILROAD TIE DEADMAN

RETAINING WALL

OPTIONAL FOOTING

AND LEVEL UNDER FOUNDATION

REMOVE EXCESS ROCK

12" IN CONCRETE

1/2" THREADED BOLTS EBBED

DEADMAN DETAIL

N.T.S.

N.T.S.

WITH 1/2 THREADED BOLTS 12" IN CONCRETE.

USED WITH OPTIONAL CONCRETE FOOTING

BOLTS 6" DEEP EPOXY INTO ROCK OR

ROCK WITH 1/2" DIA. EXPANSION

1/4" PLATE BOLTED TO SOLID

RETAINING WALL WITH WELL GRADED MATERIAL.

THE WALL AND TAKE THE PIPE TO DAYLIGHT. FILL BEHIND

PLACE 4" PERFORATED PIPE WRAP IN GEOTEXTILE BEHIND

PLACE A BASE MATERIAL SO THE WALL STAYS FLAT.

BURY THE BOTTOM TIES OF RETAINING WALL MIN. 4".

ROCK WALL

TO END OF DEADMAN. SEE DRAWING

REBAR CAN OT BE PLACED ATTACHED 4"X4"X3' CROSS BAR

5/8"X3' REBAR PLACED IN UNDISTURBED SOIL. IF

1" MINUS AGGREGATE

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DATE

PROJECT NO:

DRAWING NO:

OFSHEET

AS SHOWN

M.0044085

5 5

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7995.5

08 MAY 15

D E

T A I

L S

DRILLED AND EPOXY 8" INTO THE SOLID ROCK.

18" #5 THREADED DOWEL

TRAIL

STEEPNESS OF TRAIL

FREQUENCY OF TIES INCREASE WITH

STEEPNESS OF TRAIL

FREQUENCY OF TIES INCREASE WITH

INTO SLOPE

RAILROAD TIES CUT

SIZE AS THE ROD DIAMETER.

ROD SHALL BE THE SAME

6" HOLE (TYP). DRILLED HOLES FOR

IF ROCK ENCOUNTER PRE-DRILL

WITH TOP OF TIMBER.

DRIVE •"X24" ROD. FLUSH

MAX. 15"

RAILROAD TIES

SIDE VIEW FOR

N.T.S.

IN GEOTEXTILE 30FT LONG.

PERFORATED 4" DRAIN PIPE WRAPPED

7995_c1v8.dgn Default 3/29/2016 3:06:42 PM

2016-03-29T15:48:54-0500
ROBERTS.GARY.L.1231307644

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