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HomeMy WebLinkAboutzD-1260SetC-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:. p! � I I, \ 1 SCALE, '-5Ci 5-0' ALTERNA HOI-E a-c -4 F f -T -eP 2" HOLE E7 J-211- L__p.'c o 4'- S" PLAN AD EARS AT f2' TANGENT: SECTiOl\!f, As '_',H,�WINQ SCALE. 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:. j S Q r z°� o 10 T - - -� — u n y T _72 =_17p OF FLUME ti m J N x( CREEK LU V - N j p�' S P�'" O��!.ER FLGVV rD ?Z N "A M 1 �� Vi �:� 0 a T -1 287 — -- — — -- — — -- -- - -- — w w 41 tO 'TRAVERSE LINE w \0 �'R. f y INV. EL. 24 "C.M.P = ZO.G5 - if1V E :t4`CC NC. 'TJ n� },' - : - �. I. N ,N .y.. /� .._ lNV. EL. 17" STL C:.1 LV. G�TLET_ 33.15 n flj x— EX G�G�OfvE - "NC=.� �� -. Q' P 'I NV. EL. [E;'C.M: P- 19.8, P, Z ul ilV` 1/ ¢ 3 � ;iL a' 9