HomeMy WebLinkAboutD-214901WASHINGTON STATE
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PROTECTION AND FLOOR PREVENTION PROJECT
KING COUNTY, WASHINGTON
P - I CHANNEL
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TO STA 680*26 37
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BY
US, DEPARTMENT OF AGRICULTURE
SOIL COXSERVATMV SERVICE
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REVISION I BY I APPR. I DATE
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RECOMENDED FOR APPROVAL
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INDEX
OF DRAWINGS
private. Absence of utilities on these drawings does
GENERAL NOTES
STRUCTURAL NOTES
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PVC MEMBRANE: DETAILS
- 1:.
the Washington State coordinate system NAD 27 -
' 1. Chamfer 314 inch all exposed concrete edges.
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are shown, the location and depth are
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ORAWNG NO.
18.
FISH HABITAT AND PLAN77NG'DETAILS
approximate.
approximate. The exact location and depth of any
utility must be determined by the utility company"
"
2 Spacing of reinforcing bars is measured center
19.
20.
SOIL LOGS
PEDESTRIAN 7RAIL PLAN AND DETAILS
2.
Elevations are in feet above mean sea level,
to center of bars.
APPROVED:
1.
INDEX OF DRAWINGS
NGVD 29 datum.
2.
SliE MAP
J. Bar cover is clear distance between the surface
iE
GRADING PLAN
3
All stationing Is measured horizontal distance and
of the bar and the face of concrete. Unless
4.
PLAN - PROFILE
refers to main channel centar/ine unless otherwise
otherwise shown is 2 inches for formed and
5..
PLAN - PROFILE
noted.
top surfaces and 3 inches for surfaces poured
6.
CHANNEL CROSS SECTIONS
against earth.
7
CHANNEL CROSS SEC77ONS
4.
Soil logs shown on these drawings indicate genera/
- 8.
CHANNEL CROSS SEC77ONS
conditions, at the site. Soils investigation /ogs.and
4. All bar splices not shown on these drawings shall
9.
CHANNEL CROSS SEC77ONS
geological reports are amilob /e at the SCS Renton
be staggered with, bars lopped a r,,in6r urn a 30
10.
GAB /ON DETAILS
Project Office for reference. No warranty of soil
diameters of the smaller bar in the sp /ice.
11.
WZNGWALL S7RUC7Z1RE AND REINFORCING DETAILS
conditions that are encountered during construction
12.
MNOWALL REINFORCING DETAILS
is expressed or implied.
5, Reinforcing bar placement shall conform to tolerances
13.
14
TRANSITION WALL
7RANSZON S T Aa
5.
No representation is made of any utilities, public or
layed out by C.R.S/. Concrete forms sholl be set
in conformance to A.C.Z. tolerances.
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REVISION I BY I APPR. I DATE
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EROS /ON CONTROL BLANKET
private. Absence of utilities on these drawings does
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PVC MEMBRANE: DETAILS
not assure that n, utilities are present. buried
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FISH HABITAT AND PLAN77NG PLAN
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are shown, the location and depth are
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DATE: AS NOTED
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ORAWNG NO.
18.
FISH HABITAT AND PLAN77NG'DETAILS
approximate.
approximate. The exact location and depth of any
utility must be determined by the utility company"
19.
20.
SOIL LOGS
PEDESTRIAN 7RAIL PLAN AND DETAILS
prior to any excavation.
APPROVED:
27.
PEDESTRIAN TRAIL DETAILS
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REVISION I BY I APPR. I DATE
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RECOMENDED FOR APPROVAL
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CITY OF RENTON
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DATE: AS NOTED
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ORAWNG NO.
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CHECKED: AS N07ED
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FlED BOOK: PAGE.
APPROVED:
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CITY OF RENTON
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SPRINGSROOK CREEK / P— I
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RE`nS10N NO.
CHANNEL IMPRO [ASMENT
DESIGNED: AS NOTED
DATE: AS NOTED
FILE NAME:
ORAWNG NO.
DRAWN: AS NOTED
CHECKED: AS N07ED
SCALE: AS NOTED
FlED BOOK: PAGE.
APPROVED:
SHEEP: OF
SHEET
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