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LEGAL DESCRIPTION
2525 RESIDENT SEWER PLAN
THAT PORTION OF THE NORTH HALF OF TRACT 205 OF C.D. HILLMANS LAKE WASHINGTON
GARDEN OF EDEN DIVISION NO. 4, ACCORDING TO THE PLAT RECORDED IN VOLUME 11, OF
PLATS, PAGE 82, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 205; THENCE S 0 33/64 31'03" W ALONG
THE EAST LINE OF SAID TRACT A DISTANCE OF 65.00 FEET; THENCE N 88 33/64 58'56" W PARALLEL TO
THE NORTH LINE OF SAID TRACT A DISTANCE OF 113.00 FEET TO A POINT ON A CURVE THE
CENTER OF WHICH BEARS S 61 33/64 35 51 W, THENCE ALONG SAID CURVE TO THE LEFT WITH A
RADIUS OF 30.00 FEET, FOR A DISTANCE OF 76.28 FEET TO A POINT WHICH BEARS N 84 33/64 04,341, W
FROM THE CENTER OF SAID CURVE, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE
PARCEL HEREINAFTER DESCRIBED;
THENCE N 84 33/64 0434" W, A DISTANCE OF 83.85 FEET TO THE WEST LINE OF SAID TRACT 205;
THENCE S 0 33/64 30'55" W ALONG SAID WEST LINE, A DISTANCE OF 129.48 FEET TO A POINT 100.00
FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTH HALF OF SAID TRACT 205; THENCE S
89 33/64 55 5411E PARALLEL TO THE SOUTH LINE OF SAID NORTH HALF A DISTANCE OF 20.00 FEET;
THENCE N 38 33/64 4317 E, A DISTANCE OF 120.91 FEET TO A POINT ON SAID CURVE; THE CENTER OF
WHICH BEARS N 38 33/64 43'17" E; THENCE ALONG SAID CURVE TO THE RIGHT WITH A RADIUS OF
30.00 FEET FOR A DISTANCE OF 29.95 FEET TO THE TRUE POINT OF BEGINNING;
TOGETHER WITH AN UNDIVIDED 1/3 INTEREST AND TOGETHER WITH AN EASEMENT FOR INGRESS
AND EGRESS OVER THE REMAINING 2/3 INTEREST IN THAT PORTION OF THE NORTH HALF OF
TRACT 205 OF C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4, AND
TOGETHER WITH VACATED COUNTY ROAD NO. 174, ACCORDING TO THE PLAT RECORDED IN
VOLUME 11, OF PLATS, PAGE 82, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT; THENCE S 0 33/64 31'03" W, ALONG THE
EAST LINE OF SAID TRACT A DISTANCE OF 65.00 FEET TO THE TRUE POINT OF BEGINNING OF
PARCEL HEREINAFTER DESCRIBED;
THENCE N 88 33/64 58'56" W PARALLEL WITH THE NORTH LINE OF SAID TRACT A DISTANCE OF 113.00
FEET TO A POINT ON A CURVE, THE CENTER OF WHICH BEARS S 61 33/64 35'51" W; THENCE ALONG
SAID CURVE TO THE LEFT WITH A RADIUS OF 30.00 FEET FOR A DISTANCE OF 166.68 FEET TO A
POINT WHICH BEARS S 76 33/64 44'01" E FROM THE CENTER OF SAID CURVE;
THENCE S89 33/64 55'54 E PARALLEL TO THE SOUTH LINE OF THE NORTH HALF OF SAID TRACT 205, A
DISTANCE OF 110.00 FEET TO THE EAST LINE OF SAID TRACT; THENCE N 0 33/64 31'03" E ALONG SAID
EAST LINE A DISTANCE OF 19.29 FEET TO THE TRUE POINT OF BEGINNING;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
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PROPERTY OWNER:
'PROJECT SITE:
ZONING:
ZHIFENG LIANG
2525 EDMONDS AVE NE
RENTON, WA 98056
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TAX PARCEL NUMBER: 3343900078
JURISDICTION: CITY OF RENTON
PARCEL ACREAGE: 8,067 S.F. (0.185 ACRES) AS SURVEYED
SURVEYOR SITE SURVEY INC
21923 NE 11 TH ST
SAMMAMISH WA 98074
PHONE: 425-2984412
PROJECT ENGINEER: TANDEM ENGINEERING CONSULTANT LLC
8822 NE 178TH ST
BOTHELL, WA 98011
PHONE: 206-795-5674
SCOPE OF WORKS
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60 30 0 60 120
SCALE IN FEET
SHEET
NO.
TITLE
C 1.0
COVER SHEET
C 2.0
EXISTING SURVEY
C 3.0
GENERAL NOTES
C 4.0
SEWER MAIN PLAN
C 5.0-C6.0
TESC DETAILS
C 7.0
SEWER NOTES
C8.0-C10.0
SEWER DETAILS
CONSTRUCT A 115-FOOT SEWER MAIN WITH AN 8-INCH DIAMETER ON THE PRIVATE ACCESS ROAD
ABBREVIATIONS SITE INFORMATION
COR CITY OF RENTON PVC POLYVINY CHLORIDE STIE DISTURBACE AREA: 6,500 S.F
STD. STANDARD DIAM. DIAMETER
SSCO SIDE SEWER CLEANOUT S-435301
NTs NON To SCALE EARTHWORK QUANTITIES
CDF CONTROL DENSITY FILL MJ MECHANICAL JOINT
CONIC CONCRETE EXCAVATION: 140. CUBIC YARD FOR SEWER MAIN INSTALLATION.
FL FLANGE CB CATCH BASIN IN COMPLIANCE WITH CITY OF RENTON STANDARDS
D.I. DUCTILE IRON PIPE MIN. MINIMUM BACK FILL : 138 CUBIC YARD FOR SEWER MAIN INSTALLATION
CL. CLASS ELE. ELEVATION DEVELOPMENT ENGINEERING
STA. STATION -)-
IE INVERT ELEVATION QUANTITIES ARE FOR REFERENCE ONLY. HBray 12/08/2025
N NORTH CONTRACTOR SHALL CONFIRM EARTHWORK VOLUMES TO THEIR SATISFACTION.
E EAST
S SOUTH WASTEWATER UTILITY ® REGIONAL FIRE AUTHORITY �c
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WEST APPROVED
jstowell 12/09/2025 cthomas 12/10/2025 °�q2%IpEp°p
: : SURVEYEDSCALE
-, `,.; '• DATE:
VERTICAL: NAVD 1988
DESIGNED: HORIZONTAL: NAD 1983/1991 ® CITY O F 7/10/2025
RENTON
DRAWN: 2525 RESIDENT SEWER PLAN PECLDDOOK
INCH DATUM • DRAWING NO-
CHECKED:AT Planning/Building/Public Works Dept. COVER SHEET
IF NOT ONE CANCH y�-� �0
f s / ON AN 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: .r OF: ^ O
/2 /20234
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