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,C014STR.CTM KEYNOTES
1 2 FT WIDE CURB BREAK FOR DRAINAGE TO RAIN GARDEN. INSTALL 4 FT WIDE
QUARRY SPALL CHIWNEL TO MATCH BACK OF CURB, ALONG SLOPE TO BOTTOM
ELEVATION. QUARRY SPALLS PER SURFACE WATER DRANNAC,E NOTE AND
SPECIFICATION - NOTE 14 ON SHEET CO.2 -1
2 6 FT HEIGHT METAL (SIMILAR TO IRON ROD FENCE) - CONTINUOUS AT TOP OF
3:1 SLOPE
3 15 FT WOE MAINTENANCE ACCESS; 4" MIN DEPTH CRUSHED SURFACE BASE
COARSE OIVER 6" MIN. DEPTH GRAVEL BARRft OVER GEOTEXTILE. SLOPE 7'H:1'V
MIN.
39H:1' SIDE SLOPES (TYPICAL)
WETPOND QUARRY SPALL STABILIZATION BLANKET. 12" - 18" THICKNESS OF
5 QUARRY SPALLS OR OTHER STABILIZATION AS APPROVED BY THE GEOTECHNICAL
ENWER. GRADATION OF RIP -RAP OR QUARRY SPALLS FOR PIPE OUTLETS ANO
POND LO" SHALL BE AS PER SURFACE WATER DRANNVAGE NOTE AND
SPECIFICATION - NOTE 14 ON SHEET CO.2 -1
6O 3 FT. WIDE BERM AT 3 FT MIN. HEIGHT ALONG LIND AVENUE
7 240 LF 12" TO 18" HEIGHT MODULAR BLOCK WALL
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NOUSED
MATCR. : SEE ET C1.4-2
CA1W*
CITY OF RENTON, NAVD 88
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CITY OF RENTON CONTROL
POINT NO. 1864 WAS HELD
FOR ELEVATION, BEING
19.488 FEET (NAVD88)
GFUUDM I REND
EXISTING CATCH BASIN
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EXISTING STORM PIPE
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BOTTOM Of WALL AT EXPOSED
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KEA PROPERTY INC
420 ALAN WOOD ROAD
CONSHOHOCKEN, PA 19426
COWACT: DIMT E. SLAM N
CONSTMXT oM MANAGER
P: (610) 634-01ft CELL 303-50-4:23
E:
rg-
�AUSEN CONSULTING ENGINEERS
18215 72ND AMENUE SOUTH KENT,
WA 9mm
CONTACT: JAY GIM, PE
(425)251-6222
KEYMAP
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