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CONSTRUCTION KEYNOTES
O2 FT WIDE CURB BREAK FOR DRAINAGE TO RAIN GARDEN. INSTALL 4 FT WIDE
QUARRY SPALL CHANNEL TO MATCH BACK OF CURB, ALONG SLOPE TO BOTTOM
ELEVATION. QUARRY SPALLS PER SURFACE WATER DRAINAGE NOTE AND
SPECIFICATION - NOTE 14 ON SHEET CO.2-1
O6 FT HEIGHT METAL (SIMILAR TO IRON ROD FENCE) - CONTINUOUS AT TOP OF
3:1 SLOPE
3 15 FT WIDE MAINTENANCE ACCESS; 4" MIN DEPTH CRUSHED SURFACE BASE
COARSE OVER 6" MIN. DEPTH GRAVEL BARROW OVER GEOTEXTILE. SLOPE 76H:Iv
MIN.
O3•H:I' SIDE SLOPES (TYPICAL)
OWETPOND QUARRY SPALL STABILIZATION BLANKET. 12" - 18° 'THICKNESS OF
QUARRY SPALLS OR OTHER STABILIZATION AS APPROVED BY THE GEOTECHNICAL
ENGINEER. GRADATION OF RIP -RAP OR QUARRY SPALLS FOR PIPE OUTLETS AND
POND LINING SHALL BE AS PER SURFACE WATER DRAINAGE NOTE AND
SPECIFICATION - NOTE 14 ON SHEET CO.2-1
■ mmw�mm 1� 111111111 111111 11� 1111111111. E
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ACCESS SURFACE ELEVATION
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GRADING LEGEND
EXISTING CATCH BASIN ❑
EXISTING STORM PIPE So
O3 FT. WIDE BERM AT 3 FT MIN. HEIGHT ALONG LIND AVENUE EXISTING GRADE CONTOUR —_ -28---_
EXISTING GRADE SPOT ELEVATION
PROPOSED GRADE SPOT ELEVATION 2&9f
� 240 LF 12" TO 18" HEIGHT MODULAR BLOCK WALL
A PROPOSED GRADE CONTOUR ------36------
ONOT USED PROPOSED CATCH BASIN ■
MATCHLINE: SEESHEETC1.4-2
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IKEA PROPERTY INC
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420 ALAN ROAD
CONS OHOCKE . PAA 19428
15 14
CONTACT: DWIGHT E. SLAT«,
CML GRADING PLAN
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CWNSIRUCOON MANAG7RZP:
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"Date
OWGH 834-0180; CEI1 JOS-519-462)IKEA
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REDEVELOPMENT RENTON, WA.Dole
------------------
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ASI NIOTB VERTICAL. DATLA&
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2'017. A
BEFORE YOU DIG FIELD SURVEY BY MICHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED RI OCTOBER 2017. CITY OF RENTON CONTROL
THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRP/ATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD
Z pn WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD FOR ELEVATION, BEING
811 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88)
AS -BUILT
PROPOSED STORM CATCH BASIN/MANHOLE
�.81
TOP OF WALL OR WALK ELEVATION
2&91* ME
MATCH EXISTING ELEVATION �—
BOTTOM OF WALL AT EXPOSED
FACE
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CITY OF RENTON
R.
IKEA PROPERTY INC
DEPARTMENT OF PUBLIC WORKS
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�PHpD
pASy`ee
420 ALAN ROAD
CONS OHOCKE . PAA 19428
ICOMPLIANCE
CONTACT: DWIGHT E. SLAT«,
CML GRADING PLAN
TANDAFK)S
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CWNSIRUCOON MANAG7RZP:
/yQ�`
"Date
OWGH 834-0180; CEI1 JOS-519-462)IKEA
E: 0119 i9 DSY.YpTx YEdaMa! GCilx AaG
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REDEVELOPMENT RENTON, WA.Dole
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