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VERTICAL DATUM
CITY OF RENTON, NAVD 88
BENCHMARK
FOUND MONUMENT IN CASE LEAD PLUG & TACK IN 4"X4" CONC
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)
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
CO
BEARING PAD
0+43
ELEVATION (TYP.)
CO
CO
L=46'
18
0+00'
32
19
1 ++52
i
RIM=436.28 436.
IE=43e 6 428.
6
33.70
RIM=433.70
:3.71
431..00 L=32'.
430.68 RIM=430.8@...
i
1
SLOPE=19.8%
17
i i
IE=42 0 4
SLOPE=9.9%
6
I
423.381E=424.80
SLOPE =18.3
r
i
a i
■
1
AIR -VAC ASSY
LOCATED.IN
436.20
i
■
PLANTER
, oar
�434
SHEET 40 FOR
ruSEE
CUL-DE-SAC...
a...
a
�■
w
GRADING DETAIL. ..
CO
0+00'
L=36'
RIM=456.48 437.17
IE=430.46428.97 6
SLOPE=9.5% 43
16
436.40
TRACT 0
SEE SHEET 58 FOR
CONTINUATION.
TRACT C ---"
SEE SHEET 40 FOR
CUL-DE-SAC
GRADING DETAIL.
i
TRACT N -
SEE SHEET 58 FOR
CONTINUATION.
\ Imo
cl)+
1 32 LF 8" DI \ 20.9 LF 8" DI � � t
'w�
.... � 3 124TH PL�SE:::::: _v m w "'
MHIk � 200 LF 8" C-900 �1 CO
Ni I w
12'. STORM `*i ■ ZF-
000 00
IJ
M 1 ° ° \ ■L
i
88MH#22-
ca 4 ■
1 / 1 +59 1
L=24' a
Rfm=436-7e 4 21 8 1 CO
V,I E =.424. 76 422 47 428.301 + 14
SLOPE=14.6% : i L=24'
RIM=428.50 428.25
9 j IE=422.38421.00
/ 430.70 SLOPE=17.2%
/ i
BEARING PAD
ELEVATION (TYP.)
445
i
--7t
"0
NOTE:
ROADWAY FINAL SUBGRADE SHALL BE
ESTABLISHED AND COMPACTED BEFORE
THE INSTALLATION OF WATER MAINS IN
ALL CUT OR FILL AREAS.
LO
_-
�\EXISTING
GRADE
W
4S5
4W
PROPOSED
GRADE
430
6
425
60
25
TYPE
-
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, RTI
PIM _
"
42007
20
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415
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27+00
2
1
NO.
28+00
REVISED PER CITY COMMENT
ASBUILT
REVISION
BK
BK
BY
1/20/18
11/2/18
DATE
29+00
SURVEYED: SCALE:
BCE HORIZ: 1 "=20'
DESIGNED: VER: 1 "=5'
BJT
BJT DRAWN:
RAG ONE INCH
BJT CHECKED: AT FULL SCALE
RAG IF NOT ONE INCH
APPR APPROVED: SCALE ACCORDINGLY
BJT
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
UTILITY CROSSINGS
QIE 12"
SD=429.58
T/P 8"
SS=425.13
QIE 12"
SD=429.48
T/P 8"
SS=425.03
QIE 12"
SD=426.90
T/P 8" W=425.80
O1 STA. 27+52.37, 7.00' LT
INSTALL:
1-8" PLUG (MJ)
1-1" AIR -VAC ASSY
CONCRETE BLOCKING
STA. 27+84.47, 7.00' LT & 16.50LT
INSTALL:
1-FIRE HYDRANT ASSEMBLY
1-8"x6" TEE (MFxFL)
1-6" GATE VALVE (FLxMJ)
PER STD. PLAN. NO. 310.1
CONCRETE BLOCKING
011116 CITY OF
mu RENTON
Plonning/Building/Public Works Dept.
SITE PLAN KEY MAP a
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.
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 CAD 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
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 INFORMATIO1
PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION
OF FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD
REVISIONS.
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
F6'l STFR�
ss%NA L
11-/2.0/2.01
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APPROVED BY DATE W
APPROVED BY DATE
v
APPROVED BY DATE bA ° CONSJ
APPROVED BY DATE v
SEWER AND WATER PLAN AND PROFILE D 11 /20/2018
ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK:
PAGE:
MAINVUE WA, LLC DRAWING N0:
1110112TH AVE NE, SUITE 202
BELLEVUE, WA 98004 SHEET: 52 OF:6F
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