HomeMy WebLinkAboutSWP2701260.1N
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SECTION C- C
SCALE : I" - I'-0"
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2" HOLE
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ADD # 4 BARS AT 12"
AS SHOWN
00
1_0" ALTERN
4'— 0"
2"HOLE
FLAN
TANGENT SECTIONS
SCALE : V = I' O"
.Q'_O" Al TGONIATc
PLAN
SCALE: I"= 50'
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CL FLUME
Lp
mIN' RENTON
STORE
YARD
SECTION A -A
SCALE : I" - `'
10' -
i
SPECIFICATIONS
I. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS.
MAXIMUM SIZE COARSE AGGREGATE SHALL BE 1-1/2 INCHES.
2. MIXING AND PLACING SHALL BE IN ACCORDANCE WITH ACI 318-63 STANDARDS.
3. FINISH SHALL BE STEEL TROWEL AND LIGHT BROOM, TOOLED EDGE.
4. REINFORCING STEEL
A) DEFORMED BARS SHALL CONFORM TO ASTM STANDARDS A615 AND
A305 (LATEST).
B) WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 (LATEST).
5. UNUSUAL CONDITIONS OF SITE SHALL BE CALLED TO THE ATTENTION OF THE STRUCT—
URAL ENGINEER, GENERAL ENGINEERING DEPT., PUGET POWER, BEFORE FORMS ARE
PLACED.
6. MINIMUM SLOPE SHALL BE .5 PERCENT
7. ALL JOINTS SHALL BE GROUTED WITH CONCRETE MIX.
°- 8. RIP RAP SHALL BE OF IRREGULAR INTERLOCKING STONES, WITH JOINT FILLED WITH
CONCRETE MORTAR,
4'" MINIMUM SIZE.
NOTES
1. STATIONING ON FLUME IS APPROXIMATE AND IS NOT TO BE
USED AS A BASIS FOR PAYMENTS, NOR FOR EXACT LOCATION