HomeMy WebLinkAboutD-126001C-NME
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_G',V.F'_AC7ED A.11D
_EVEL:D "RAVEL
,5 E C -1 1C, N rB E,
SPECIFICATIONS
1. 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 III ACCORDANCE WITH ACI .318-63 STANDARDS.
3. FINISH SHALL, BE STEEL TROWEL AND LIGHT BROOM, TOILED EDGE.
4. REINFORCING STEEL
A) DEFdRMED� MRS S &iLL CONFORM TO ASTM, STANDARDS - A615 AND
A365 (unsn;
B) WELDED VtIREL�FABRTC SHALL CONFORM TO ASTM A185 (LATEST).
5. U ws_uA_L_ CdB;),T'ONS OF SITE SHALL' BE -CALLED TO THE ATTENTION OF THE STRUCT-
URAL ENGINEER, GENERAL ENGINEERING DEPT., PUGET POWER, BEFORE FORMS ARE
6. MINIMUM SLOPE SHALL 3E .5 PERCENT
7. ALL JOINTS SHALL BE GROUTED WITH CONCRETE MIX.
8. RIF RAP SHALL BE OF IRREGULAR INTERLOCKING STONES, WITH JOINT FILLED WITH
CONCRETE MORTAR, 4" MINIMUM SIZE.
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C-NME
F
lz-
t 7% C, �-
_G',V.F'_AC7ED A.11D
_EVEL:D "RAVEL
,5 E C -1 1C, N rB E,
SPECIFICATIONS
1. 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 III ACCORDANCE WITH ACI .318-63 STANDARDS.
3. FINISH SHALL, BE STEEL TROWEL AND LIGHT BROOM, TOILED EDGE.
4. REINFORCING STEEL
A) DEFdRMED� MRS S &iLL CONFORM TO ASTM, STANDARDS - A615 AND
A365 (unsn;
B) WELDED VtIREL�FABRTC SHALL CONFORM TO ASTM A185 (LATEST).
5. U ws_uA_L_ CdB;),T'ONS OF SITE SHALL' BE -CALLED TO THE ATTENTION OF THE STRUCT-
URAL ENGINEER, GENERAL ENGINEERING DEPT., PUGET POWER, BEFORE FORMS ARE
6. MINIMUM SLOPE SHALL 3E .5 PERCENT
7. ALL JOINTS SHALL BE GROUTED WITH CONCRETE MIX.
8. RIF RAP SHALL BE OF IRREGULAR INTERLOCKING STONES, WITH JOINT FILLED WITH
CONCRETE MORTAR, 4" MINIMUM SIZE.
E L
2 CUK,-S ' R iED OUTC111 10 > r 7
1--URVE-1 FLjt .,E SECTIONS lill:LL , cl'!" R;:'D'U'�
!E BY A[T7,?, -:':','r CURVE
GROI_TE�l NTS _,',LAGER E L:.