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HomeMy WebLinkAboutS-276609s N V� a s a � � N N � N � NEW BOULDER WEIRS N NEW 48" WIDE GLULAM -' w _j BRIDGE WITH PIPE SUPPORT TO OW /0 EXCAVATION AT TOE OF SLOPE. C7 U) EXIST. STREAM GRADE u t;E� 0 O! Ld Ld w V z NEW STREAM GRADE I 15 BURIED BED CONTROL ROCKS w C) A �' REMOVE CULVERT PIPES 7 ZZ�<1 Q w O ^ 33 w <0 Q SECTION A Q Q J J m SCALE 1" = 10' -0" V) 0 = O cn I Li Li z S ROADWAY RESURFACE PER 1 o° —EXIJI SS ',4H #50 C5 INSTALL FLAT SURFACED ROCKS . -j- FOR 6" HIGH "STEP —UP" LANDING EXIST. ROCKERY, REMOVE ROCK °a 3Q EDGE EXIST ACCESS ROAD AS REQ'D TO INSTALL NEW BRIDGE ABUTMENT AND REUSE ON BANKS W NEW CB AND DRAIN OR STREAM BOTTOM ,E-, �a Qi rno PIPE. SEE PLAN S A 8+ 0 a a 7 8 +2 _ y \£ A +50 — zf __ - T1 NEW EDGE OF ACCESS ROAD € r BURIED BED CONTROL ROCKS A Z REMOVE &SE OF TWIN 36" 0 RCP NEW BOULDER WEIRS (SPACED "moo ag CULVERTS 15' APART) AND "KEY" INTO BANK. DOWNSTREAM WEIR a TO HAVE BURIED BED INSTA L FINE MESH JUTE MATTING, CONTROL ROCKS, SEE( FROM TOP OF BANK TO STREAM C8 HIGH WATER FLOWLINE, 3 LOCATIONS NEW 48" WIDE GLULAM PLANT WILLOW, SALMONBERRY, AND BRIDGE WITH PIPE SUPPORTS, RED —OSIER DOGWOOD FROM ON —SITE SEE a STOCKS, SEE 3 4 S1 MATCH WITH EXIST GROUND, TYP a NOTES: a IF THERE ARE NOT SUFFICIENT ON —SITE PLANT STOCKS AVAILABLE AND IF DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL IMPORT, AT THEIR EXPENSE, ALL o NECESSARY PLANT MATERIALS. r FOR CONSTRUCTION SEQUENCING AND STREAM FLOW DIVERSIONS SEE STREAM m RESTORATION NOTES ON SHEET G3. CULVERT REMOVAL /UTILITY WALKWAY BRIDGE, AREA A 1 0 SCALE 1 " = 10'-0" C2 ww�p 2T °�76B ,v 3 - ROADWAfY RESURFACE, SEE CS 1 rCV.t& o EL 236 _�_ INSTALL NEW 3' r' HIGH ROCKERY 'J TOE OF BANKt INSTALL FINE MESH JUTE MATTING FROM TOP OF BANK TO TOP OF NEW ROCKERY. PLANT WILLOW, SALMONBERRY AND RED —OSIER DOGWOOD ON BANKS FROM ON —SITE STOCK_ SEE/-j'\,-`A REMOVE MATERIAL THIS AREA, SEE PLAN INSTALL TWO SETS FLAT SURFACED ROCKS FOR "STEP —UP" LANDING, EACH LANDING TO BE 6" HIGH MAX REMOVE AND DISPOSE OF EXIST. 48" STEEL CULVERT PIPE 15' MIN. INSTALL NEW 3' HIGH r' ROCKERY 0 TOE OF BANK PRIOR TO PLACING JUTE MATTING AND PLANTINGS, TYP NEW 48" WIDE GLULAM BRIDGE WITH PIPE SUPPORT SEE(D S1 MATCH WITH EXISTING GROUND, TYP NOTES: INSTALL NEW ROCKERY ON EAST BANK BETWEEN STA 10 +36 AND STA 10 +70 AND ON WEST BANK BETWEEN STA 10 +30 AND STA 10 +50. MAINTAIN A MINIMUM STREAM CHANNEL WIDTH OF 5'. INSTALL ROCKERY PER DETAIL 2 C7 REMOVE TREES AS NECESSARY ON WEST SIDE OF STREAM TO INSTALL NEW WALKWAY BRIDGE. FOR CONSTRUCTION SEQUENCING AND STREAM FLOW DIVERSIONS SEE STREAM RESTORATION NOTES ON SHEET G3_ CULVERT REMOVAL /UTILITY WALKWAY BRIDGE, AREA B 2 SCALE 1 ° = 10' -0" C2 ROADWAY RESURFACE PER � _ EDGE OF EXIST ACCESS ROAD— ROADWAY REPAIR AND STREAMBANK STABILIZATION, AREA 2 ExRIRES 11/8/2002 SCALE 1" = 10' -0" C2 S -2 SCANNED SEP 13 WOZ 8 REMOVE VEGETATION AND INSTALL NEW ROCKERY WALL ON EXIST SLOPE FOR STREAMBANK -' STABILIZATION- ROCKERY INSTALLATION SIMILAR TO OW /0 EXCAVATION AT TOE OF SLOPE. C7 ROADWAY REPAIR AND STREAMBANK STABILIZATION, AREA 2 ExRIRES 11/8/2002 SCALE 1" = 10' -0" C2 S -2 SCANNED SEP 13 WOZ 8