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NE 114 SECTION 14, TOWNSHIP 23 N, R.,4 NGE 5 E, W. M..
SADDL EBROOK DI V. //
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UALITY CONFLICT NOTE.•
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF
ALL EXISTING U77LI77ES WHETHER SHOWN DN THESE PLANS OR NOT BY P07HOLING THE U77LI77ES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1 -800- 424 -5555 AND THEN POTHOUNG ALL OF THE EXISTING UTILITIES
AT LOCATIONS OF NEW U77UTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID U77U77ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT D.R. STRONG CONSUL 77NG ENGINEERS INC. TO RESOLVE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
NOTE.•
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD
CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED.
SIDE SEWER NOTE.•
SIDE SEWER STUBS PER RENTON STANDARD PLAN 406.1
Cal 2 Worft Days Before You Dig
U7,wee Ulxbrground8 11Lo bm Center
(D,Mr,ND,ORWA)
LEGAL DESCRIPTION.•
THE SOUTH 130 FEET OF LOT 5 IN BLOCK 2 OF ✓ANETTS RENTON BOULEVARD TRACTS ACCORDING TO
PLAT RECORDED IN VOLUME 17 OF PLATS AT PAGE(S) 60, IN KING COUNTY, WASHINGTON;
EXCEPT THE EAST 290 FEET THEREOF.
VERTICAL DATUM:
NAVO 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK.•
1. CITY OF RENTON CONTROL POINT NO, 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WI7H
ROAD SURFACE AT THE INTERSECTION OF SE 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SECTION 14 -23 -5, ELEVATION = 547.94 FEET.
2. CITY OF RENTON CONTROL POINT NO 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET.
BASIS OF BEARINGS.•
N0079'00 7E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTION 14 -23 -5 PER REF. 2
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKIAND, WA 98033
0425.827.3063 F425.827,2423
NO.
REVISION
UALITY CROSSING TABLE
CROSSING NO. SS 8 WA SD CLEARANCE
1 TOP 6" SS= 495.27 1E = 498.81 3.54
2 TOP 6" SS= 495.61 1E 12" SD= 499.27 366
3 TOP 6" SS= 495.73 IF 12" SD= 499.30 3.57
4 TOP 6" SS= 49537 IE = 498.92 3.55
5 TOP 6" SS= 495.71 IE 12" SD= 499.48 3.77
6 TOP 6" SS =49583 IE 12" 50= 499.50 3.67
7 TOP 6" SS= 498.07 1E = 500.73 2.66
8 TOP 6" SS= 498.77 1E 12" SD= 501.39 2.62
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SJS AS NOTED HOVIZO"ru: W iae5 /1991 Q
DES �N of �.
D.: 'ELL RENTON
�A ME WCN ^.w YI
CHECHEo-� ♦T rouE Planning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE APPR �r� IIAI 5C°ECOP01NEY
LEGEND:
FOUND MONUMENT AS NOTED
SET STANDARD KING COUNTY
MONUMENT WITH BRASS DISK STAMPED
DRS 37555" IN MONUMENT CASE.
.. FOUND CORNER MONUMENT AS AS
NOTED.
SET 518" X 24" REBAR WITH PLASTIC
CAP STAMPED "DRS 37555"
SET MAG NAIL WITH 1 112" ALUMINUM
WASHER STAMPED "DRS 37555
WF VERTICAL BOARD FENCE
CLF CHAIN LINK FENCE
DAKD 60AdrR r --rraN
WRST6 WATER !SC -WER SrlL aT6, ZN 7H6
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5- 369005
RECOMMENDED FOR APPOVA
BY Date
N O F2T H BY: - ��� Date:iN �
GRAPHIC SCALE BY: Date:
0 10 20 40 BY: Date:
1 INCH = 20 FT.
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SJS AS NOTED HOVIZO"ru: W iae5 /1991 Q
DES �N of �.
D.: 'ELL RENTON
�A ME WCN ^.w YI
CHECHEo-� ♦T rouE Planning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE APPR �r� IIAI 5C°ECOP01NEY
LEGEND:
FOUND MONUMENT AS NOTED
SET STANDARD KING COUNTY
MONUMENT WITH BRASS DISK STAMPED
DRS 37555" IN MONUMENT CASE.
.. FOUND CORNER MONUMENT AS AS
NOTED.
SET 518" X 24" REBAR WITH PLASTIC
CAP STAMPED "DRS 37555"
SET MAG NAIL WITH 1 112" ALUMINUM
WASHER STAMPED "DRS 37555
WF VERTICAL BOARD FENCE
CLF CHAIN LINK FENCE
DAKD 60AdrR r --rraN
WRST6 WATER !SC -WER SrlL aT6, ZN 7H6
/VoT ys �-,e urztsTX N BE
THE
ws Lt
5719NVARD DEfAU- �RoTECr.
O ffuCa6 LE ON THE
5- 369005
RECOMMENDED FOR APPOVA
BY Date
N O F2T H BY: - ��� Date:iN �
GRAPHIC SCALE BY: Date:
0 10 20 40 BY: Date:
1 INCH = 20 FT.
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SEWER EXTENTION PLAN
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