HomeMy WebLinkAboutR-3693212a;
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NET MUST BE COMPLIANT W/ OSHA INTERMEDIATE ANCHORS AT EQUAL SPACING I
1926.502(C) AND HAVE MCC STATING MEETING MANUFACTURE RECOMMENDATION I
PRODUCT, CAN WITHSTAND 4001b. (MAX SPACING 5')
LOAD DROPPED FROM 14'-0" AND I
WILL NOT DEFLECT OVER 10'-0". 1
A SHEET PILE I
WALL I
1¢"O ANCHOR BOLTED I
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TO WALER (TYP.) —r
I I I ANCHORS ON SW WALL,
1 RETURN WALL AND
I I I ABUTMENT 3 SHALL BE IN
1 I I LINE BETWEEN CURTAIN
RETURN WALL— ----------j� I I I 1 WALL ANCHORS AND WALER
1 1 1 I ANCHORS
_ _ 1 CABLE PER MANUFACTURES
SPECIFICATION, MIN 50001b.
1 I I I I BREAKING STRENGTH PER
ABUTMENT 3 I 1 OSHA 1926.502(C)(8).
BACK FACE OF 1
2 TYP I TOP OF WALL
1 ° - - - --
SOUTH WEST WALL
F --- 1—
I
1Yz"0 GALVANIZED RESIN BONDED ANCHOR W/
1 TYP I CURTAIN WALL 6" MIN EMBED & 3" MIN FROM END OF
1 ANCHORS ALONG VINYL COATED CHAIN WALL (TYP) ANCHORS MUST CONFORM TO
CURTAIN WALL SHALL LINK FENCE, SEE I ASTM A 193 GRADE B7 OR ASTM A 449.
1 1 FRONT FACE OF BE AT ELEVATION SHEET SW-20 FOR I
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TOP OF WALL 31.25' DETAILS. I
I 1
EXTENT OF CHAIN LINK FENCE
PLAN 1/2" AI
qn'-�"
NET DETAIL
NOTE: CONTRACTOR TO FIELD VERIFY DIMENSIONS
1/2"0 GALVANIZED
RESIN BONDF"
A SECTION
FEDAID: STPUL-127RECORD w
HPP-1276(005)
005) ') Berger SOME DATA ON RECORD DRAWINGS "mess
IS BASED UPON INFORMATION `� ` TRL
PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 D RAW I N G
in EKK CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 WEW
.. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. Fax: ) 431-2250 206 431-2300 F206 N0. REVISION BY DATE APPR
—
> DETAIL
CONCRETE CORNER
ANCHOR BOLT
SHEET PILE WALL
AS SHOWN
�� DATUM
1/2"0 GALVANIZED
RESIN BOND^
1/2"0 GALVANIZED
RESIN BONDED ANCHOR
z /A" I n
z DETAIL
CONCRETE INTERMEDIATE
ANCHOR BOLT
F
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SHER�NchpGs4kFp Ncy04
BEVELED WASHER -
SNUG TIGHT NUT, TYP
3 DETAIL
SHEET PILE ANCHOR BOLT
R-3693212
CITY OF STRANDER BOULEVARD EXTENSION 5/20/15
RENTON PHASE 1, SEGMENT 2A°'°°"
Public Works Department
Approved For Construction SW-19
FALL PROTECTION