HomeMy WebLinkAboutR-396208N
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8" DI WATER MAIN
8" SANITARY SEWER MAIN
SECTI N A A
SCALE: HOR: 1"=10'
VE : 1"=10'
NOTES:
1. REFER TO STRUCTURAL DESIGN AS PART OF THE
BUILDING PERMIT FOR THE RETAINING WALL.
2. STRUCTURAL DESIGN ACCOUNTS FOR SURCHARGE
LOADING ON WALL.
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RAGE D
=410.50
10" DI WATER MAIN
SECTION B-B
SCALE: H R: 1"=10'
V R: 1"=10'
NOTES:
1. REFER TO STRUCTURAL DE -SIGN AS PART OF THE
BUILDING PERMIT FOR THE RETAINING WALL.
2. LOWER WALL IS OUTSIDE THE ZONE OF INFLUENCE OF
UPPER WALL BASED ON A 1:1 SLOPE FROM EDGE OF
BUILDING FOUNDATION PE GEOTECHNICAL ENGINEER.
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LIMITS OF FUTURE
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RESTORATION BY
"AVANA RIDGE"
14+79.13, 17.96'
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YARD DRAIN
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PERVIOUS PAVEMENT
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PROPOSED GRIND/OVERLAYCO7TAGEA
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15.5' R/W DEDICATON05.50
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410.35 LIP
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UTILITY ESMT7
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410 6' PERF PIPE
DRAIN LINE
400 \1
/i
CONNECT
DRAIN LINE
TO CONTROL
STRUCTURE
J80 20' CITY EMERGENCY
ACCESS ESMT
LIMITS OF FUTURE RESTORATION —
BY "AVANA RIDGE"
16+45.93, 18.00'
FUTURE PAVEMENT AND ROAD WORK
BY "AVANA RIDGE" DEVELOPMENT
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Call 2 Business Days Before You Dig
811 or 1-800-424-5555
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Utilities Underground Location Center
0
1 thANNIAMDCADV
Surveying
Engineering
Planning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
0 AS —BUILT DRAWINGS MEV 12-13-18 SURVEYED: SCALE:
LDC VERTICAL: NAVD 1988
DESIGNED: 1 " ■
_ r1201 HORIZONTAL: NAD 1983/1991 C T Y OF
MEV RENTON
DRAWN: OR
NC
ONE IN DATU M
CHECKED: MEV AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: MEV SCALE ACCORDINGLY
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
GRADING PLAN
R-396208
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