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SEE SHEET 59
FOR CONTINUATION
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415
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VERTICAL DATUM
TRACT L��
ASBUILT SEWER AND WATER PLAN AND PROFILE - 124TH PL SE
FOR
ALL UlM AT TIFFANY PARK
PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21,
TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
1.1 ui w
4Q REC# 2.a1'602010004021
I....
IOPE I ErENT
---iii — +---- —
I;
EX. FENCE TO BE
RELOCATED TO
R/W LINE
UTILITY CROSSINGS:
QIE 8" W=405.10
T/P 12" SD=403.34
QIE 12" SD=400.72
T/P 8" SS=399.02
WATER MAIN FITTING DATA TABLE
(D STA. 13+39.34, 45.02' LT
INSTALL:
1-8" PLUG (MJ)
CONCRETE BLOCKING
O STA. 13+39.34, 45.02' LT
INSTALL:
1-FIRE HYDRANT ASSEMBLY
PER STD. PLAN NO. 310.1
1-8"x6" TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
CONCRETE BLOCKING
1111
■
■LOW
PT ELEV
=
- 406.
=
- 407.17
NOTE:
ROADWAY FINAL SUBGRADE SHALL BE
ESTABLISHED AND COMPACTED BEFORE
THE INSTALLATION OF WATER MAINS IN
ALL CUT OR FILL AREAS.
HIGH
PT STA _
=
PVI ELEV -
405.19
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CITY OF RENTON, NAVD 88
BENCHMARK
FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONIC
INTX MONROE AVE SE & SE 16TH PL C.O.R BENCHMARK 1857
EL=413.38 (JUNE 2013)
FOUND MONUMENT IN CASE BRASS PIN IN CONIC INTX SE 158TH
ST & 124TH AV SE C.O.R BENCHMARK 1908 EL=387.24' (JUNE
2014)
36+00
37+00
2 REVISED PER CITY COMMENT
1 ASBUILT
NO. REVISION
SURVEYED:
BCE
DESIGNED:
BJT
BK '11/20/lE
BJT
DRAWN RAG
BK
11/2/18
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
SCALE:
r ,
HORIG7 : 1 '=20
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
VER: 1 "=5'
ONE INCH
DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
425
0
415
SITE PLAN KEY MAP a
NTS
CONSTRUCTION RECORD
DRAWING
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE
APPROVED CONSTRUCTION DRAWINGS PREPARED BY
BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN
EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION
PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION
OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD
REVISIONS.
SEWER NOTES: y 3• T
410 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS P�� OF W
NOTED OTHERWISE. �`�
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2.
SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC
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SDR-35 Q 2.0� OR GREATER SLOPE.
3.
SIDE SEWERS SHALL BE CONSTRUCTED OF THE
o
SAME MATERIAL AS THE SEWER MAIN.
405
4.
SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2
11/zo/zos
NOTE:
1.
MINIMUM OF 10 FT SEPARATION BETWEEN
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4,00
SEWER MAIN AND WATER MAIN. MINIMUM OF 7
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FT BETWEEN SEWER MAIN AND STORM LINE.
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2.
MINIMUM OF 12 IN VERTICAL SEPARATION
BETWEEN SEWER LINE AND OTHER UTILITIES.
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IF THIS IS NOT POSSIBLE ETHO FOAM
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CITY OF RENTON
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DEPARTMENT OF PUBLIC WORKS
2
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APPROVED BY
DATE
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APPROVED BY
DATE
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39+50 v
APPROVED BY DATE bA ° CONSJ
APPROVED BY DATE v
CITY 0 F SEWER AND WATER PLAN ANDATE:
D PROFILE 1 1 /20/2018
ASBUILT — ALLURA AT TIFFANY PARK FFIELLDBOOK:
RENTON PAGE:
MAINVUE WA, LLC DRAWING N0:
Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004 SHEET: 55 O V
S - 3 9 2 3 1 1 IWI-131912131 111