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HomeMy WebLinkAboutD-337517ti M M ti N a � F- z U W W O'o a n Z W 2 O w CL W H U) 2 CO) Z QW J W J a 4 J 7 e ut 0 r EX GROUND ___ - - - - -- I/—CONST BASELINE 11 ---- 3 12" QUARRY GEOTEXTILE h14�NllFD FDR APPROVAL Bye- ---- ------ -- Date---- --- Byl--- -------- --- Date'--- _-- Ey'--------------- Date1 --- Bye- --- - -- ------ Date,.--' -- -- 12" QUARRY -EL 19.0 2" STREAM GRAVEL GEOTEXTILE L L-6" QUARRY SPALLS 12" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 EX GROUND ' 11 2 �CONST BASELINE �1 2 L-6- QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 r ---- - - - - -- EX GROUND -- - - - - -- - - -- --------------------------- CONST BASELINE 3 m GEOTEXTILE zf ' I REVISION 2- QUARRY SPALLS L-6" QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 wf7w=w-' 776 suRr .. R. HERMES aRw: J. BE7ZVGG 2 Scue AS SHOWN oxl � •T NLL SwtE Y' NOT ONE INCH SWE KCOR OPWICLY EX FENCE NOTES: 1. GEOTEXTILE SHALL CONFORM TO STD SPECIFICATION 9- 33.2(1) TABLE 4 FOR PERMANENT EROSION CONTROL CONST ACCESS RD SEE CITY STD PLAN 8068 0 12 "G (HP) CONST ACCESS RD SEE CITY STD PLAN 6068 EX FENCE 0 2 "G (HP) 0 12 "G (HP) EX FENCE D- 331511 As -Suicr w1E �% >= CITY 0 F RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 nF : RENTON SECTIONS PM` DATUM oRAxlxc NO Planning /Building /Public Works Dept. DT4 SHEE: OF: 18 20 D- 33751E 1231 FRYAR AVENUE SUMNER, WASHINGTON 98390 T. 253.863.5128 F. 253.883.0948 www.Paremetrb.com � c i GEOTEXTILE h14�NllFD FDR APPROVAL Bye- ---- ------ -- Date---- --- Byl--- -------- --- Date'--- _-- Ey'--------------- Date1 --- Bye- --- - -- ------ Date,.--' -- -- 12" QUARRY -EL 19.0 2" STREAM GRAVEL GEOTEXTILE L L-6" QUARRY SPALLS 12" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 EX GROUND ' 11 2 �CONST BASELINE �1 2 L-6- QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 r ---- - - - - -- EX GROUND -- - - - - -- - - -- --------------------------- CONST BASELINE 3 m GEOTEXTILE zf ' I REVISION 2- QUARRY SPALLS L-6" QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 wf7w=w-' 776 suRr .. R. HERMES aRw: J. BE7ZVGG 2 Scue AS SHOWN oxl � •T NLL SwtE Y' NOT ONE INCH SWE KCOR OPWICLY EX FENCE NOTES: 1. GEOTEXTILE SHALL CONFORM TO STD SPECIFICATION 9- 33.2(1) TABLE 4 FOR PERMANENT EROSION CONTROL CONST ACCESS RD SEE CITY STD PLAN 8068 0 12 "G (HP) CONST ACCESS RD SEE CITY STD PLAN 6068 EX FENCE 0 2 "G (HP) 0 12 "G (HP) EX FENCE D- 331511 As -Suicr w1E �% >= CITY 0 F RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 nF : RENTON SECTIONS PM` DATUM oRAxlxc NO Planning /Building /Public Works Dept. DT4 SHEE: OF: 18 20 D- 33751E 1231 FRYAR AVENUE SUMNER, WASHINGTON 98390 T. 253.863.5128 F. 253.883.0948 www.Paremetrb.com � c GEOTEXTILE h14�NllFD FDR APPROVAL Bye- ---- ------ -- Date---- --- Byl--- -------- --- Date'--- _-- Ey'--------------- Date1 --- Bye- --- - -- ------ Date,.--' -- -- 12" QUARRY -EL 19.0 2" STREAM GRAVEL GEOTEXTILE L L-6" QUARRY SPALLS 12" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 EX GROUND ' 11 2 �CONST BASELINE �1 2 L-6- QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 r ---- - - - - -- EX GROUND -- - - - - -- - - -- --------------------------- CONST BASELINE 3 m GEOTEXTILE zf ' I REVISION 2- QUARRY SPALLS L-6" QUARRY SPALLS 2" STREAM GRAVEL CHANNEL SECTION 1/4 " =1' -0" C2 wf7w=w-' 776 suRr .. R. HERMES aRw: J. BE7ZVGG 2 Scue AS SHOWN oxl � •T NLL SwtE Y' NOT ONE INCH SWE KCOR OPWICLY EX FENCE NOTES: 1. GEOTEXTILE SHALL CONFORM TO STD SPECIFICATION 9- 33.2(1) TABLE 4 FOR PERMANENT EROSION CONTROL CONST ACCESS RD SEE CITY STD PLAN 8068 0 12 "G (HP) CONST ACCESS RD SEE CITY STD PLAN 6068 EX FENCE 0 2 "G (HP) 0 12 "G (HP) EX FENCE D- 331511 As -Suicr w1E �% >= CITY 0 F RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/08 nF : RENTON SECTIONS PM` DATUM oRAxlxc NO Planning /Building /Public Works Dept. DT4 SHEE: OF: 18 20 D- 33751E