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STA. 73+43.63 9.12' L
RIM 503.73 .. a 4 b
8" IE (IN) 494.60 (NEW)4".73
8" lE (OUT) 494.50•-(EX.)
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S338
UTILITY CONFLICT NOTE:
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- -% - - - - - .
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF
ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES
AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST
LOCATIONS OF SAID UTILITIES 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 CONSULTING ENGINEERS, INC. TO RESOLVE ALL. PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
NO TE"
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. 1F THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED,
SIDE SEWER NOTE:
SIDE SEWER STUBS PER RENTION STANDARD PLAN 406.1
J
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
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Q OV WASFj1 �f
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NE 114 SECTION 14, TOWNSHIP .93 N, k,'NGE 5 E,
QADDL EBROOK .1)l V H
,qL DES RE TIONL
THE SOUTH 130 FEET OF LOT 5 IN BLOCK 2 OF JANETT S 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
VER TICAL DA TUM:
NA VD 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 2103o PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH
ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 756TH 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 1.56TH AVENUE SE., ELEVATION = 372.34 FEET..
BASIS OF BEARINGS:
N0029'00"E BETWEEN THE MONUMENTS FOUND IN PLACE .AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTION 14-23-5 PER REF 2
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE KIRKLAND, WA 98033
0 425, 827.3063 F 425. 827.2423
IIIIII ►IJ
REVISION
UTILITY CROSSING TABLE
CROSSING NO.
` SS
8 WA
_ SD
! CLEARANCE
1
TOP 6" SS= 495.27
IE = 498.81
_
3.54
-
2
TOP 6" SS=495.61
IE 12" SD=499.27
3.66
_
3
TOP 6" SS= 495.73
lE 12" SD= 499.30
3.57
4
TOP 6" SS= 495.37
IE = 498.92
3.55
5
TOP 6" SS=495.71
lE 12" SD=499.48
3.77
6
TOP 6" SS=495.83
lE 12" S0=499.50
3.67
7
TOP 6" SS= 498.07
IE = 500.73
2.66 _
8
TOP 6'" SS=498.77
IE 12" SD=501.39
2.62
MAJ 08.28.13 SURVEYED`: .1S
DESIGNED::
MAJ
DRAWN: CWA
CHECKED: �t
MAIi
DAI rI kw
APPR APPROVED:
SCALP
VERTICAL: NAVD 1988
C- T Y O F
AS NOTED HORIZONTAL: NAD 1983/183/1991 :,6
t RENTON
I ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
Cf
LEGEND:
FOUND MONUMENT AS NOTED
SET STANDARD KING COUNTY
MONUMENT WITH BRASS DISK STAMPED
"DRS 37555" IN MONUMENT CASE.
FOUND CORNER MONUMENT AS AS
NO TED.
SET 518" X 24"" REBAR WITH PLASTIC
CAP STAMPED "DRS 37555"
SET MAG NAIL WITH 1 1/2" ALUMINUM
WASHER STAMPED "DRS 37555
VBF VERTICAL BOARD FENCE
CLF CHAIN LINK FENCE
C ON$ T/Q,1,tC?rLe n�'
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S'tANDAR � DE'r�I-�-
o pPuc*a LC Div 7�E
�.I O FR T H
GRAPHIC SCALE
G 10 20 40
S=369005
=5- 369003
RECOMMENDED FOR APPOVAL
BY: f,t
Date:
BY: 1
Date: -
BY:
Date:
BY:
Date;-
1 INCH = 20 ET
SADDLEBROOK DIV. II
08.08.13
PAGE:
SEWER EXTENTION PLAN DRAWING N0:
SS1
SHEET: 13 OF:
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