HomeMy WebLinkAboutSWP2703223.7JUTE MATTING
EXISTING GRADE
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2'
BURY >50%
OF LOG LENGTH
3 EARTH ANCHORS PER
LOG, SEE NOTE 1
NOTES:
ADAPTOR SKIRT,
LOCATION REFERENCE POINT, TRIM TO WITHIN
SEE TABLE DWG C2 3" — 5" OF GRATE
UPSTREAM FACING
LOG ON TOP
EL 8.0
2' THICKNESS
STREAMBED GRAVEL
NATIVE MATERIAL
1. CHAIN LOGS WITH ROOTWADS TO EARTH ANCHOR 48" MIN INTO
THE GROUND USING 5/16" DIA MIN GRADE 40 STEEL CHAIN
MAKING TWO COMPLETE WRAPS AROUND LOG. SECURE
W/SHACKLES, SCORE LOGS TO RECESS CHAIN.
2. SEE SPECIFICATIONS FOR ROOTWAD REQUIREMENTS.
SECTION A
LOG WITH ROOTWAD C2
(LOOKING DOWNSTREAM)
NO SCALE
4" MAX CLR
BETWEEN WALL
OR OTHER POSTS
8'-0" MAX
1 1 /2" STD PIPE FOR
RAIL AND POSTS
LLJ
Q 3/4"O PICKETS
zCDoO� �w C�?4" CLR
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—1
I.1 '11
TOP OF
PARAPET, 4
CONCRETE
GUARDRAIL
OR SIDEWALK
DETAIL 3
STEEL PIPE HANDRAIL C4
NO SCALE
7'
d
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4 < 1
d
3'
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J
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JUNCTION BOX
DETAIL 5
STREET LIGHT BASE C3
PLAN
NO SCALE
STREET LIGHT POLE
GEOTEXTILE FABRIC
RETRIEVAL STRAP
OVERFLOW BYPASS FOR
PEAK STORM VOLUMES
SEDIMENT ACCUMULATION
NOTES:
1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR
UPON PLACEMENT OF A NEW CATCH BASIN.
2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN IT BECOMES HALF FULL
(12—INCHES FROM THE TOP OF THE SEDIMENT TO THE BOTTOM OF THE GRATE.)
3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOVING THE INSERT,
EMPTYING, AND RE—INSERTING IT INTO THE CATCH BASIN. DISPOSE OF
SEDIMENT IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.
DETAIL
CATCH BASIN INSERT
NO SCALE
CENTER OF PARAPET OR
CONCRETE GUARDRAIL
=LOW
]ANDRAIL
'4" DRAIN HOLE
'2" CLEAR OF
)NC
PARAPET WALL OR
CONCRETE GUARDRAIL
SOCKET
1 /8" COVER PLATE TACK
WELD @ 90'
NOTES:
1. USE PIPE 3" STD x 0'-5". GALV AFTER FABRICATION. FILL SOCKET
WITH NON— SHRINK GROUT AFTER INSTALLATION.
2. THIS DETAIL APPLIES TO INSTALLATION OF HANDRAIL IN CONCRETE
GUARDRAIL OR PARAPET WALL. FOR INSTALLATION IN SIDEWALK, SEE
STD DETAIL H024, DETAIL A.
DETAIL 4
STEEL PIPE HANDRAIL
PIPE SOCKET
NO SCALE
�ii F_ U
ultA - —
0 ISSUE FOR BID
NO.
REVISION
L AT
WOOD POST
6' MAXIMUM
SPACING
TYPICAL DESIGN `B'
JUNCTION BOX
SPLICE KITS CLEAR EPDXY
SPLICE KITS ON ALL THRU
WIRE RUNS
4" CONCRETE PAD
#4@12EW@CTR
#8 BARE COPPER
GROUND WIRE
1 #8 GROUND WIRE
2 — LIGHTING SYSTEM
WIRES TO CONTACTOR
(SIZED AS REQ'D.)
5/8"x8' COPPER CLAD
GROUND ROD
SURVEYED:
DH&A
DESIGNED:
LMG
DRAWN:
CAD
— 2 — O CHECKED:
MSG
8Y DATE APPR APPROVED:
MSG
DE7AL
TEMPORARY SILT FENCE
NO SCALE
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FUSE KITS QUICK DISCONNECT 10
AMP IN LINE FUSE KITS S.E.C. OR
EQUAL
DETAIL
STREET LIGHT BASE
SECTION
NO SCALE
VERTICAL: NAVD 1988
}= CITY O F
HORIZONTAL: NAD 1983/183/1991 �►
RENTON
CDTUM
Planning/Building/Public Works Dept.
TO LUMINAIRE
1 /AAAINIIAAI IAA
322307
TOP OF CONCRETE FOUNDATION
TO BE LEVEL WITH TOP OF
SIDEWALK OR CURB.
•ram 3" CLR
10 #5 VERT BARS
EVENLY SPACED HK
T&B
#4 TIES @ 12" MAX
SPACING
ANCHOR BOLTS
(4) 1 "X42" GALV
A307
1 0 1 2 3 4 5 6 7
Scale Feet
DATE:
SW 34TH STREET 03/2/07
CULVERT REPLACEMENT PROJECT FIELDBOOK:
CIVIL SECTIONS AND DETAILS
PAGE:
DRAWING NO:
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