HomeMy WebLinkAboutWWP2703690.3NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
SADDLEBROOKDIV H FRONTAGE IMPROVEMENTS
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Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
UTILITY CONFLICT NOTE:
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 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCAT70NS
OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCAT70NS
OF SAID U77LIT7ES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMAT70N AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSUL T D. R. STRONG CONSUL 77NG ENGINEERS, INC. TO RESOL VE ALL PROBLEMS PRIOR TO
PROCEEDING WITH CONSTRUCTION.
NO TE.-
ALL TRENCH RESTORATION SHALL BE PER 77-IE 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 EN77RE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
VERTICAL DA TUM:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. 2103.• PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH
ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SEC77ON 14-23-5, ELEVA77ON = 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., ELEVA77ON = 37234 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 REFF, 2
LEGEND:
FOUND MONUMENT AS N07ED
SET STANDARD KING COUNTY
MONUMENT WITH BRASS DISK STAMPED
DRS 37555" IN MONUMENT CASE.
FOUND CORNER MONUMENT AS AS
NOTED.
SET 5/8" X 24" REBAR WITH PLAS77C
CAP STAMPED 'DRS 37555"
SET MAG NAIL Wl774 1 1/2" ALUMINUM
WASHER STAMPED "DRS 37555
VBF VERTICAL BOARD FENCE
CLF CHAIN LINK FENCE
�NAL Vo�
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
f0604 NE 38th PL, #232 KIRKLAND, WA 98033
0425.8273063 F 425.827.2423
NO.
REVISION
72+90
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
IE 12" SD=499.30
3.57
4
TOP 6" SS=495.37
lE = 498.92
3.55
5
TOP 6" SS=495.71
IE 12" S0=499.48
3.77
6
TOP 6" SS=495.83
IE 12" SD=499.50
3.67
7
TOP 6- SS= 498.07
IE = 500.73
2.66
8
TOP 6" SS=498.77
1E 12" S0=501.39
2.62
� w
73+50
SURVEYED:
•iS•
DESIGNED:
DRAWN:
CHECKED:P
APPROVED
43.63, 9.12' L
73
) 494.60 (NEW)
74+ 10
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
HORIZONTAL
0 5 10 20
1 INCH = 10 FT.
VERTICAL
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
74+70
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
75+30
NORTH
GRAPHIC SCALE
`15 30 60
1 INCH = 30 FT.
S=36900 I
CITY OF
RENTON
Planning/Building/Public Works Dept.
RECOMMENDED FOR APPOVA
Date:
BY: ��h= %V""" Date:`
BY: Date:
BY: Date:
SADDLEBROOK DIV. II
FRONTAGE IMPROVEMENTS
13422 156TH AVE SE
PAGE:
06.26.13
SS1
SEWER EXTENSION PLAN SHEET: 8 OF: 9
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