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B" 1E (OUT) 494.50 (EX) I L A
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF
ALL EXISTING U77LI77ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VER77CAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING U77UTY LOCATE AT 1 -800- 424 -5555 AND THEN P07HOLING ALL OF THE EXIS77NG UTILITIES
AT LOCA7701VS OF NEW U77UTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID U77U77ES AS SNOW 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 WI771 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) A IF 774E OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE EN77RE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED,
SIDE SEWER NOTE.•
SIDE SEWER STUBS PER REN770M STANDARD PLAN 406.1
Cal 2 Working Days Before You Dig
Underground Location Oenter
(ID,Wr,ND,OR,WA)
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
SADDL EBR00K D1 V. ll
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.
VER77CAL DATUM.
NAVD 88 PER CITY OF RENTON VER77CAL CONTROL
BENCHMARK.•
1. CITY OF RENTON CONTROL POINT NO. 1 : PUNCHED L 0 2 03 87H ED BRASS PLUG H AVENUE CONCRETE
FLUSH Wi7H
ROAD SURFACE AT THE C70N 14-03 5, LE 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SECTION 14 -23 -5, ELEVATION = 54794 FEET.
2. C17-Y OF RENTON CONTROL POINT NO 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
THE INTERSECT70N OF SE. 139TH ST. AND 1567H 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
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0425827.3063 F 425 827 2423
U77LITY CROSSING TABLE
CROSSING NO.
SS
8 WA
SD
CLEARANCE
1
TOP 6" SS= 495.27
IF = 498.81
354
2
TOP 6" SS= 49561
/E 12" SD= 499.27
s
3
TOP 6" SS= 495.73
/E 12" SD= 499.30
357
4
TOP 6" SS= 495.37
/E = 498.92
I
5
TOP 6" SS= 49571
IF 12" SD= 499.48
477
6
TOP 6" SS= 495.83
/E 12" SD= 499.50
367
�
TOP 6" SS= 498.07
/E = 500.73
2.66
of
TOP 6" SS= 498.77
/E 12" SD= 501.39
262
I�
I
,
SSmHl 1
STA. 74+
RIM 508
r 8• IEI (01
Lu I� I, ,
n I
I� is I I L I III
I lil
I I I
I,
7 18
I
EX SSMH
I � �
STA 73+446,T, 9.12 L • I I '�
RIM 50473
8" lE (IN) 494.60 (NEWj ICI
B" 1E (OUT) 494.50 (EX) I L A
I I
I
499.95_
I
I ^,
I�I ------------------
i
I I
r_ I
I
J
I /
F. G. 508.75
I
I
5.89X IE 50W.00
I I
- -- - --
F
,t. --
1•a ( nf^
i
e L I
_ 11 +00
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF
ALL EXISTING U77LI77ES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VER77CAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
CALLING U77UTY LOCATE AT 1 -800- 424 -5555 AND THEN P07HOLING ALL OF THE EXIS77NG UTILITIES
AT LOCA7701VS OF NEW U77UTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST.
LOCATIONS OF SAID U77U77ES AS SNOW 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 WI771 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) A IF 774E OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE EN77RE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED,
SIDE SEWER NOTE.•
SIDE SEWER STUBS PER REN770M STANDARD PLAN 406.1
Cal 2 Working Days Before You Dig
Underground Location Oenter
(ID,Wr,ND,OR,WA)
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
SADDL EBR00K D1 V. ll
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.
VER77CAL DATUM.
NAVD 88 PER CITY OF RENTON VER77CAL CONTROL
BENCHMARK.•
1. CITY OF RENTON CONTROL POINT NO. 1 : PUNCHED L 0 2 03 87H ED BRASS PLUG H AVENUE CONCRETE
FLUSH Wi7H
ROAD SURFACE AT THE C70N 14-03 5, LE 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SECTION 14 -23 -5, ELEVATION = 54794 FEET.
2. C17-Y OF RENTON CONTROL POINT NO 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT
THE INTERSECT70N OF SE. 139TH ST. AND 1567H 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
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0425827.3063 F 425 827 2423
U77LITY CROSSING TABLE
CROSSING NO.
SS
8 WA
SD
CLEARANCE
1
TOP 6" SS= 495.27
IF = 498.81
354
2
TOP 6" SS= 49561
/E 12" SD= 499.27
3.66
3
TOP 6" SS= 495.73
/E 12" SD= 499.30
357
4
TOP 6" SS= 495.37
/E = 498.92
455
5
TOP 6" SS= 49571
IF 12" SD= 499.48
477
6
TOP 6" SS= 495.83
/E 12" SD= 499.50
367
7
TOP 6" SS= 498.07
/E = 500.73
2.66
e
TOP 6" SS= 498.77
/E 12" SD= 501.39
262
CITY OF
�p NOTED HOPIEOMq: HA9 19W/IB91
EELGYEO: /�J SLY ��
CW A
RENTON
CW ME " DATUM
cxE «EG „s,LL Panning/Buiding/Pubic Works Dept. MANI F NOT ME IN
NO. REVISION BY DATE APPR ^ Sw nMMNGEY
YA1
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 PITH PLASTIC
CAP STAMPED "DRS 37555"
SET MAG NAIL WITH 1 112" ALUMINUM
WASHER STAMPED "DRS 37555
VgF VER77CAL BOARD FENCE
CLF CHAIN LINK FENCE
STHNDgF-D C0A1$rR,VtCTL6►J
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RECOMMENDED FOR APPOVA
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GRAPHIC SCALE BY: Date:
0 10 20 40 gY: Date:
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SADDLEBROOK DIV. II 08.08.13
SEWER EXTENTION PLAN
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