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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 - SE 18TH ST AND TRACT P
FOR
ALLURA 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,
CO TWP. 23 N., RGE 5 EAST, W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON
1+99
L=32' CO
I RIM=442,5E442.31 2+49 BEARING PAD
IE=436.56435.40 L=31 CO
.. 5LOPE=5.7% 35 RIM=44z�64 .77442 8 ELEVATlON.,(TYP) 0+74
........'.F ,.••rE=436.80 4:3 .77 ��� '... 38 L=21'
i 442.50 'SLOPE=5.2% AIR -VAC ASSY 37 443.00 RIM=443-Q@ 445. 7
LOCATED IN 443.00 39
PLANTER I E = 43Q9 437.1
CO SLOPE=7.3% 444.00 CO
0+39 0+00
L =17' L =13'
9- 445.62 RIM = 443-Q8 EI M 38 �436.135
■D p ° D ° D D 0 1 5.181E=43�98• / \
° D. o. SLOPE 9.8% SSMH" ` SLOPE=10.7%
.DD ...............
w � /
DI 299' LF 8" /
' D
W � /
SE 18TH S/T _----- _-_
N w * 273 LF 8" PVC _ -
SSMH#10
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.41
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441.60 \J,B
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° �44Q
2+12 p
L=71'............ . i
RIM=441-36 441.24
IE=435.35 435.89
SLOPE=2.0% 40 -
441.30
4`R!
►17
Eli
425
420
D�
DD• D �
- - - ° TRACT
I
TRACT P /
SEE SHEET 59
.i . FOR PROFILE.
.............
\ A:
D / /
SEE SHEET 40 FOR
CUL-DE-SAC
GRADING DETAIL.
/
NOTE:
ROADWAY FINAL SUBGRADE SHALL BE
ESTABLISHED AND COMPACTED BEFORE
THE INSTALLATION OF WATER MAINS IN
ON
NO
NO
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PROPOSED •.:
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ITIPH DESIGN SPEED
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EXISTING G• 1
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NO.
REVISED PER CITY COMMENT
ASBUILT
REVISION
455
450
450
445
445
440
440
4W
4W
4W
4W
425
420
• sm.
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 Q 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
UTILITY CROSSINGS
QIE 12" SD=438.27
T/P 8" W=437.27
QIE 12" SD=437.82
T/P 8" SS=434.40
SITE PLAN KEY MAP � I
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.
O STA. 25+29.12, 7.00' LT
INSTALL:
1-8" PLUG (MJ)
1-1" AIR -VAC ASSY
1-FIRE HYDRANT ASSEMBLY
1-8"x6" TEE (MFxFL)
1-6" GATE VALVE (FLxMJ)
PER STD. PLAN. NO. 310.1
NOTE:
ROADWAY FINAL SUBGRADE SHALL BE
ESTABLISHED AND COMPACTED BEFORE
THE INSTALLATION OF WATER MAINS IN
ALL CUT OR FILL AREAS.
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PROPOSED
GRADE
LnC14
@ CE14TERLINE
N
1.257.
Q II
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- - - -
EXISTING GRAD
_
12" STORM
0 CENTERLINE
0.94%
1.35%
4 F P
P
TO SSMH #9 QQLAF 0 TYPE 1-48'
MH#11 TYPE 1-4W=
SSSTA.
SHEET 50 STA. 25+43.73, 4.00', RT
EXISTING GRADE = 26+33.76, 21.24', LT
RIM =-44z 43- 442.34
C� CENTERLINE RIM =443.95 443.74
IE = 4=34-9.& (8" SE) 434.29
PROPOSED GRADE IE = QF3.94 (6" SE) 435.26
IE = 434.89 (8" NW) 434.17
Q CENTERLINE IE = 435-84 (8" NW) 435.17
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SURVEYED:
BCE
DESIGNED:
BJT
BK
11/20/18
BJT
DRAWN RAG
BK
11/2/18
BJT
CHECKED:
RAG
BY
DATE
APPR
APPROVED:
BJT
SCALE:
HORIZ: 1 "=20'
VER: 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
TRACT P JOINT ACCESS
HORIZ. 1 "=20' - VERT. 1 "=5'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
011116 CITY OF
mu RENTON
Plonning/Building/Public Works Dept.
CONSTRUCTION RECORD
455 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.
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E�)EPAFiTMENT OF PUBLIC WORKS
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APPROVED BY DATE
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: ^J OF: 6f
S - 3 9 2 3 0 7 IWI-131912131017