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(COR 0326)
FOUND BRASS PIN IN 4X4 CONC.
0.67' BELOW GRADE
IN MONUMENT CASE
INTX SE 16TH ST & EDMONDS WAY SE
(JUNE 2022)
SSMH TYPE II 48"
RIM=451.35'
8" PVC IE W=443.12'
6" DI IE SW=444.65'
8" PVC IE SE=443.17'
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(COR 0704)
FOUND BRASS PIN IN 4X4 CONC.
IN MONUMENT CASE
INTX SE 16TH ST & 116TH AVE SE
(JUNE 2022)
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RIM=452.72'
116TH AVE SE PLAN AND PROFILE
FOR
HARMONY RIDGE
A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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12" CNC IE S=447.64'
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SCALE: 1 "=20'
VERTICAL 455
0 2.5' 5' 10,
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116TH AVE SE
MINOR ARTERIAL
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EX WATER METER TO BE RELOCATED TO
LANDSCAPE STRIP. RELOCATION TO BE
PERFORMED BY CITY OF RENTON UNDER
SEPARATE WATER PERMIT TO BE CREATED
BY COR AT TIME OF PERMIT ISSUANCE.
LANDSCAPE STRIP
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C.O.R. STD 104.3
ON SHEET 32
IRRIGATION DCVA TO
BE RELOCATED TO
BEHIND SIDEWALK
NOTES:
1. CATCH BASIN GRATES TO BE STANDARD LOCKING
VANED GRATES PER COR STD PLAN 204.20
UNLESS OTHERWISE SPECIFIED.
2. CATCH BASIN OFFSETS MEASURED TO CENTER OF
GRATE. NOT CENTER OF STRUCTURE.
3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR
STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO
BE INSTALLED PER COR STD PLAN 201.00.
4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS
OTHERWISE NOTED.
ON CONC. PAD
TO BE RELOCATED
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1 CITY REVIEW COMMENTS DATED 6,
2 CITY REVIEW COMMENTS DATED 9,
BENCHMARK
DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4
MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH
HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157H ST (JUNE 2022) (NAD 83/11) N0. REVISION
NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10
43+00
RK
9/26/25
TJS
SURVEYED:
ANG
1 /5/25
TJS
DESIGNED:
RK
DRAWN:RK
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
TJS
42+00
SCALE:
H 1 "=20'
V 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAVD 1988
HORIZONTAL: NAD 1983/2011
DATU M
41+00
CALL BEFORE YOU DIG:
1-800-424-5555
CIT
Y OF
RENTON
Planning/Building/Public Works Dept.
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KEYNOTE
CONTRACTOR SHALL POTHOLE EXISTING
UTILITIES TO CONSTRUCTION AND
VERIFY EXACT ELEVATION. CONTACT
ENGINEER IF CONFLICT EXISTS.
DRAINAGE NOTES:
1. STORM DRAIN (SD) SHALL BE LCPE UNLESS
NOTED OTHERWISE.
2. CLEANOUTS SHALL HAVE A MAXIMUM 100'
SPACING.
3. PERFORATED STUB -OUT CONNECTION SHALL BE
INSTALLED ON EACH LOT AT THE TIME OF HOUSE
CONSTRUCTION PER DETAIL ON SHEET 30.
NOTE:
EXACT LOCATION AND NUMBER OF SIGNS TO
BE CONFIRMED WITH CITY INSPECTOR PRIOR
TO INSTALLATION OF ALL SIGNS (TYP).
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R-436020
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING c % L
urface Water Enginering
HBray 02/05/2026 jfarah 02/05/202600
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DATE: Z
116TH AVE SE PLAN AND PROFILE 1/6/2026 Z 00
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PAGE:
HARMONY RIDGE DRAWING NO:
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1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 20 OF` = m