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ASBUILT SEWER AND WATER PLAN AND PROFILE - TRACT N AND O
1" 1020
0 10 20 40
CO
0+57
CO L=13'
RIM=435.38 434.36
1 + 1 1 -IE=429.38 426.52
L=15' SLOPE=38.2%11 434.29RIM=433.30
13
433.30 425.E 1E-zF427.39 433.30 435.30 /
S OPE=10;.1%..........1.1.9.......................
$ LF 8" PVC
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L=9"
433.34 RIM = 433.39--
425. 72 I E =427.38
SLOPE=12.5%
425
420
415
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
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426.58 E M427.66 SEE CONTINUATION SHEET 52
SLOPE=13.0%
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PROPOSED
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EXISTING GRADE
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SSMH#22 TYPE 1-,W
RIM =
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-
IE _ 424.09
(8" W) 424.12
EXISTING GRADE
IE 423.99
(8" S) 424.00
CENTERLINE
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- PROPOSED GRADE
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TRACT N JOINT ACCESS
HORIZ. 1 "=20' - VERT. 1 "=5'
VERTICAL DATUM
CITY OF RENTON, NAVD 88
BENCHMAIRKFOUND MONUMENT SE 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)
445
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425
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415
4:
445
435
425
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434.00
CO
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L =16'
434.62 RIM=434.98
IE=428.00
SLOPE=9.7%
CO
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L=27' 435.00
436.16 RIM=435-60
IE=429.00
SLOPE=19.9%
CO
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L=36'
437.17RIM=436. 40
428.97 IE=438.49
SLOPE=15.0%
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SITE PLAN KEY MAP ��
SEWER NOTES:
1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS
NOTED OTHERWISE.
2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC
SDR-35 @ 2.0% OR GREATER SLOPE.
3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE
SAME MATERIAL AS THE SEWER MAIN.
4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2
NOTE:
1. MINIMUM OF 10 FT SEPARATION BETWEEN
SEWER MAIN AND WATER MAIN. MINIMUM OF 7
FT BETWEEN SEWER MAIN AND STORM LINE.
2. MINIMUM OF 12 IN VERTICAL SEPARATION
BETWEEN SEWER LINE AND OTHER UTILITIES.
IF THIS IS NOT POSSIBLE ETHO FOAM
PADDING WILL BE PROVIDED.
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CONSTRUCTION RECORD
CITY OF RENTON
J
DRAWING
DEPARTMENT OF PUBLIC WORKS
2
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THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE
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APPROVED BY DATE
APPROVED CONSTRUCTION DRAWINGS PREPARED BY
BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN
APPROVED BY DATE
V ,`�_
EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION
�,
PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION
APPROVED BY DATE
b, N5J
a
OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD
0 GO
REVISIONS. APPROVED BY DATE
SURVEYED: SCALE: 7 VERTICAL: NAVD SEWER AND WATER PLAN AND PROFILE
BCE HORIZ: 1 "=20' HORIZONTAL: NAD 1983/183/1991 1�
DESIGNED: VER: 1 "=5' CITY OF ASBUILT - ALLURA AT TIFFANY PARK
2 REVISED PER CITY COMMENT BK 11/20/18 BJT DRAWN RENTON=� R E N TO N MAINVUE WA, LLC
ONE INCH DATUM
1 ASBUILT BK 11/2/181 BJT CHECKED: AT FULL SCALE Plonning/Building/Public Works Dept. 1110112TH AVE NE, SUITE 202
RAG IF NOT ONE INCH
N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY BELLEVUE, WA 98004
11/20/2018 Im
FIELDBOOK: O
PAGE:
DRAWING NO: Iuj
SHEET: ^w OF: �� v
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S - 3 9 2 314 IWI- 3191213114