HomeMy WebLinkAboutWWP2703665.1SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. SANITARY MANHOLE '
STA. 29+9Z51, 5.78 L o
RIM=514.07 0
81PVC N=505.30
SADDLEBROOK
81PVC S=505.20
LEGEND
MAILBOX
UTILITY POLE
STREET LIGHT
LIGHT POLE
CATCH BASIN
SEWER MANHOLE
TELE RISER
SIGN
WATER METER
WATER VALVE
WATER BLOW OFF
FIRE HYDRANT
DEC/DOUS TREE
CONIFEROUS TREE
PROPOSED STORM DRAINAGE
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PROPOSED SANITARY SEWER
PROPOSED WA TER
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---- --- _ '� - STA. 13+81.29, 4.00 R �/�iil • /O A� SSMH 1 SADDLE MANHOLE
RIM rM&M 646. (.S Ad I STA. 16+43.45, 4.00 R=
Ex' ` `RE HYDRANT �°'� / - - SSMH 3 L 81E (IN) •494i9C qq •1(P AS I STA. 25+08.60, 6.42' L
/ o STA. 11+19.06, 4.00' R Qi 8" /E (OUT) 404.8L 44 s . ql I I RIM-M24X (MATCH EX.) 502. 52 iFa
RIM 584 4 1 aq.11 I 8" 1E (IN) 4"bfr (NEW) 41 q&W, AS
cn rn 6" 1E (IN) 4".." � y'7 j,. S A6 8" 1E (IN) 493.55 (EX.) 8" lE (OUT) 4D!i.�,T y 2y
8" 1E (OUT) 493.45 (EX.)
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350 300530
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STORM DRAINAGE
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PAD ELEV. 508.5
PAD ELEV. 508.5
12
13
PAD ELEV. 50ZO
PAD ELEV. 505.0
14
,
PARCELNO
PAD ELEV. 503.0
PAD ELEV. 502.0
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\EXIS71NG 8' SEWER MAIN
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DRAWING NUMBER S-3148
DRAWING NUMBER S-3338
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SANITARY MANHOLE
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STA. 23+54.82 6.62' L
PARCEL NO.
I
- - - -
RIM=49&82
DO
3304300540
I
8"PVC N=489.82
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504
-
8"PVC S=489.72
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+
506
-
502
504
PARCEL NO. ,;
502 ,
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3664500285 PARCEL NO.
3664500278
PARCEL NO.
PARCEL N0.
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4305500120
3304300550
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LEGAL DESCRIPTION:
LOTS 1 AND 2, KING COUNTY SHORT PLAT NO. 976093, RECORDED UNDER RECORDING NO.
7612010798, IN KING COUNTY, WASHINGTON.
BENCHMARK:
1. CITY OF RENTON CONTROL POINT NO. BRASS PLUG SET IN CONCRETE FLUSH
WITH ROAD SURFACE AT THE INTERSECTION OF SE 128TH STREET AND 156TH AVENUE SEE, 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 /N LEAD PLUG AT
THE INTERSECTION OF SE 139TH PLACE AND 156TH AVENUE SE, ELEVATION = 372.34 FEET.
BASIS OF BEARINGS.•
N0029'00"E BETWEEN THE MONUMENTS FOUND /N PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SECTION 14-23-5 PER REF. 2
NAVD 88 PER KING COUNTY VERTICAL CONTROL
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UTILITY CONFLICT NOTE:
ALL EXISTING UTILITIES WHETHER SHOWN UN 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. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT
LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED.
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
10604 NE 38th PL, #101 KIRKLAND, WA 98033
0 425.827.3063 F 425.827.2423
www.drstrong.com
UTILITY CROSSING TABLE
CROSSING NO.
SS
8 WA
SD
CLEARANCE
1
TOP 6" SS=497.20
IE = 498.75
1.55
2
TOP 6" SS=498.50
/E = 501.82
3.32
3
TOP 6" SS=498.60
/E = 503.10
5.50
4
IE 6" SS=497.40
TOP 18" SD=495.65
1.75
5
TOP 6" SS=498.20
IE = 503.60
5.40
6
1E 6" SS=498.00
TOP 18" SD=496.54
1.46
7
/E 6" SS=497.25
TOP 18" S0=496.69
0.56
8
TOP 8" SS=495.87
/E 12" SD=49Z28
1.41
9
TOP 6" SS=497 90
/E = 501,95
4.05
10
TOP 6" SS=496.08
/E 12" SD=496.58
0.50
11
TOP 6" SS=497.00
1E = 499.90
2.9C
12
TOP 6" SS=496.15
IE 12" SD=497.28
1.13
13
TOP 6" SS=496.35
/E = 498.58
2.23
14
TOP 6" SS=495.55
IE 12" S0=497.91
2.36
15
TOP 6" SS=495.42
497.00
1.58
16
TOP 8" SS=494.66
/E 12" SD=497.96
3.30
17
TOP 8" SS=494.36
/E 12" SD=499.09
4.73
5-366504
NOFR-T-H
GRAPHIC SCALE
0 15 30 60
1 INCH = 60 FT•
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