Loading...
HomeMy WebLinkAboutD-22640Ca r� 00 0 00 0) 0 0 O I_ 0 O 4' -5' 1 3' -0" MIN FISH CHANNEL/ CREEK � o J 1 (/¢ \I �I �/ 30" I ROCK DEFLECTOR 30\ HABITAT BOULDERS SEE SHEET 6 A ® 0 T 3 O o ' o o I I 0 0 0 B B ROCK CLUSTER HABITAT BOULDERS; 4' -6" USE 1,2OR3 03 & 04 MAN ROCKS SEE LEGEND, SHT 2, & s, LOCATE PER SHTS 3 THRU 6, COORDINATE LOCATION WITH CITY PLAN TYPICAL HABITAT BOULDER STRUCTURES in N EXCAVATED TRENCH n 8" LAYER OF QUARRY SPALLS DOWNSTREAM OF SPUTTER STRUCTURE; 18" LAYER OF RIPRAP UPSTREAM OF SPUTTER STRUCTURE OI C> }/�t� �+ o ' 1/ ¢U \ 50 n i 18" THICK LAYER. o / OF RIPRAP oo I A / ° 00 �� ( 00 CHANNEL -H D o C bno, CONCRETE ECOLOGY BLOCK 3' X 3' X 1.5' IN LOWER CHANNEL ROOTWAD 4' X 3' X 3' IN UPPER CHANNEL PLAN SINGLE ROOT 'LOG RIPRAP OR QUARRY SPALLS FISH CHANNEL /CREEK 0 1' - 2' LOWER CHANNEL ROOT LOG 3' - 4' UPPER CHANNEL (� 12 FIR CEDAR lil�i I /y X 12 2 1 - 16' LONG 10 15" /%� = / W/ ROOTWAD COMPACTED GRANULAR BACKFILL J CONCRETE ECOLOGY BLOCK 3' X 3' X 1.5' IN LOWER CHANNEL _ 4' X 3' X 3' IN UPPER CHANNEL - %(\ 2 WRAPS OF 5/8" GALVANIZED IMPROVED PLOW STEEL 6X19 FIBRE CORE WIRE ROPE. SECURE W/ 2 WIRE ROPE CLAMPS 0 4 4 it ® 3 O 4 O 3 =' 3 O �n_F - fi_L VOIDS WITH .ROCK l - QUARRY SPALLS, COMPACTED _ -- GRANULAR BACKFILL & STREAMBED GRAVEL 4' - 5' 3' MIN nl STREA BED GRAVEL, 12" MIN. DEPTH SEE SHEET 9 IMPROVED PLOW STEEL 6X19 FIBRE CORE WIRE ROPE. SECURE STREAMBED GRAVEL, A - A 12" MIN. DEPTH ROCK DEFLECTOR DETAIL �I COORDINATE FINAL ROCK SIZE AND PLACEMENT WITH THE CITY, EMBED ROCK MIN r II III- -I - 1' -0" IN STREAMBED GRAVEL FOR CHANNEL GEOMETRY SEE SHEET 9 ` of z g- ROCK CLUSTER DETAIL STREAMBED GRAVEL, 12" MIN. DEPTH SEE SHEET 9 8" LAYER OF QUARRY SPALLS DOWNSTREAM OF SPUTTER STRUCTURE; 18" LAYER OF RIPRAP UPSTREAM OF SPUTTER STRUCTURE o ° )000 ;.0000U�o �0�0 0 0 0 o 254- 30' O D 0 0 o 000 o0 0� 25 — 30' o n �n CHANNEL _101-jo o ROOTWAD TYP J PLAN DOUBLE ROOT LOG RIPRAP OR QUARRY SPALLS FISH CHANNEL /CREEK o 1' 2' ROOT LOG 12 - 15 "0 FIR OR CEDAR X 12 ROOTWAD LONG / W/ ROOTWAD TYP I -1T1 i 413 , /� 22699 C SCANNEDAIAR 3 0 2000 V2 r 0 0 n o� 0 Y � 1 x w x 1 pv N n s, 1 ti yllN 0 G FOR NOTCH LOGS TOGETHER -J lJ FOR CHANNEL GEOMETRY CHANNEL GEOMETRY SEE SHEET 9 I SEE SHEET 9 2 WRAPS OF 5/8" GALVANIZED STREAMBED GRAVEL, IMPROVED PLOW STEEL 6X19 FIBRE CORE WIRE ROPE. SECURE STREAMBED GRAVEL, 12" MIN. DEPTH W/ 2 WIRE ROPE CLAMPS 12" MIN. DEPTH SEE SHEET 9 SEE SHEET 9 C -C D - D SINGLE ROOT LOG DETAIL DOUBLE ROOT LOG DETAIL 0,426410C NOTES: SCALE: NONE 1. FOR LOCATIONS OF HABITAT STRUCTURES SEE SHEETS 3 THRU 6. APPROVED 2_ THE CITY SHALL DIRECT THE EXACT STRUCTURE PLACEMENT AND LOCATIONS IN THE FIELD DURING CONSTRUCTION. 3. 03 &0 INDICATE 3 & 4 MAN ROCKS AS DEFINED BY THE PO'3 BY DATE -4 -98 �Z SUPPLEMENTAL SPECIFICATIONS. OE W Axrc��L 4_ THE CITY MAY DIRECT THE CUTTING OF THE LENGTH OF Fe p+ r ROOT LOGS TO FIT THE ACTUAL LOCATIONS INSTALLED. CITY OF RENTON zs»z 4 DEPARTMENT OF PUBLIC WORKS won �ECISTIRF9 E� �SSIOrrAL E'�1$ MAPLEWOOD CREEK FISH CHANNEL PROJECT FISH HABITAT STRUCTURE DETAILS ExPiRES 12- 21 -99 DESIGNED: CMG /DPT DATE: 7/1/98 FILE NAME: SHEET12 DRAWN: DWH Engineers and Scientists SCALE: AS SHOWN FIELD : Belle.w e, Washin gton CHECKED: DEP BOOK: PAGE a TEL- (425) 602 -4DOO -- - FAX: (425) 602 -4020. NO. REVISION BY APPR: DATE APPROVED: SHEET: 12 OF: 22 413 , /� 22699 C SCANNEDAIAR 3 0 2000 V2 r 0 0 n o� 0 Y � 1 x w x 1 pv N n s, 1 ti yllN 0 G