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Cell 2 Working Daya Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
UTILITY CONFLICT NOTE,'
AS SHOWN ON THESE PLANS ARE BASED OF
ARE SUBJECT TO VARIATION. IF CONFLICTS
R. STRONG CONSULTING ENGINEERS, INC. TO
CONSTRUCTION.
NOTE,'
NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M.
SADDL EBROOK DI V. II FRONTAGE IMPROVEMENTS
/EMENTS
ALL 7RENCH 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 15 WITHIN THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE EN77RE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVEO.
VERTICAL DATUM:
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 1567H AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SECTION 14 -23 -5, ELEVATION = 54794 FEET.
2. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
THE INTERSECTION OF SE. 1397H ST. AND 156TH AVENUE SE, ELEVATION = 372.34 FEET.
BASIS OF BEARINGS•
N0029'00 £ BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTION 14 -23 -5 PER REF. 2
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 PLAS77C
CAP STAMPED "DRS 37555"
SET MAG NAIL WITH 1 112" ALUMINUM
WASHER STAMPED "DRS 37555
VBF VERTICAL BOARD FENCE
CLF CHAIN LINK FENCE
0
D.R. STRONG
k j� (� CONSULTING ENGINEERS
1 II 11 In \ ENGINEERS PLANNERS SURVEYORS r::::
10604NE38th PL,H232 KIRKLAND, WA98033
1 1� 0425.827.3063 F425.827,2423
NO
UTILITY 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
8 1E (OUT) 494.50 (EX.)
1E 12" SD= 499.27
3.66
3
TOP 6" SS= 495.73
156TH AVE SE
1E 12" SD= 499.30
3.57
4
TOP 6" SS= 495.37
1E = 498.92
SSMH 1
"CITY
3.55
5
TOP 6" SS= 495.71
- RENTON STD.. PLAN 406.1 (T)P.)
1E 12" SD= 499.48
3.77
6
TOP 6" SS= 495.83
- --
1E 12" SD= 499.50
3.67
7
TOP 6" SS= 498.07
1E = 500.73
8' lE (OUT) 498.95
2.66
8
TOP 6" SS= 498.77
1E 12" SD= 501.39
2.62
EX. SSMH
72 +90 73 +50 74+10 74 +70 75 +30
GRAPHIC SCALE
0 1.5 30 60
`
1 INCH= 30 FT.
HORIZONTAL
0 5 10 20
1 INCH= 10 FT
VERTICAL
5- 369001
vcNncu: Nnro 190e
HOwm x0D 190'/1991
osslcxE AS NOTED c� ,= CITY 0 F
D. � RENTON
YLP °� "� DATUM
cxccNeO� nr01. sK He Planning/Building/Public Works Dept.
v xm DNe INCH
REVISION BY DATE APPR ^rPHO scu0 nccoeDixcn
MAJ
SADDLEBROOK DIV. II
FRONTAGE IMPROVEMENTS
13422 156TH AVE SE
I_I0IC
06.26.13
�flDBODZ:
x�ce
SS1
STA. 73 +43.63 9.12' L
r
I
RIM 503.73
8' 1E (IN) 494.60 (NEW)
'-
SDE EWER PE
8 1E (OUT) 494.50 (EX.)
RENTON SID.
156TH AVE SE
-
EXISTING
SIDE
SSMH 1
"CITY
- 8 SEWFF MAIN
SJ38
- RENTON STD.. PLAN 406.1 (T)P.)
W17H OF RENTON' LID
;STA. 79+58.26, 9.12' L -
0+
- - --
- --
RIM 508.05
_
73 +00 1
�..
- - - -�
pia +oo -- - - - - --J
8' lE (OUT) 498.95
- -
7 ? +00
11
141
ILI
2
_------------ - -
5
L -
- - --
1
72 +90 73 +50 74+10 74 +70 75 +30
GRAPHIC SCALE
0 1.5 30 60
`
1 INCH= 30 FT.
HORIZONTAL
0 5 10 20
1 INCH= 10 FT
VERTICAL
5- 369001
vcNncu: Nnro 190e
HOwm x0D 190'/1991
osslcxE AS NOTED c� ,= CITY 0 F
D. � RENTON
YLP °� "� DATUM
cxccNeO� nr01. sK He Planning/Building/Public Works Dept.
v xm DNe INCH
REVISION BY DATE APPR ^rPHO scu0 nccoeDixcn
MAJ
SADDLEBROOK DIV. II
FRONTAGE IMPROVEMENTS
13422 156TH AVE SE
I_I0IC
06.26.13
�flDBODZ:
x�ce
SS1