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S-37103 aoW SIP
STA 17+60, 3.5 RT STA 17+72 .8"x6"TEE SECTION 14, TO NSHIP 23 NORTH, RANGE 5 EAST, W.M.
RM EL"_ 501,73'TANDARD INV EL = 493:861493.9°'-.• CITY OF RENTON, STATE OF WASHINGTON
I
30LF .'PVC
INV EL = 493.40'-8"0 OUT W = 2.00% MIN.
INV EL = 493.50'-8"0 INE NV EL =-494+6'494.50'-6" SSCO #4& S#4A
STA 19++ 45, 2-8'-8a x6" TEE
0A9SSCO #1 AND SSCO #IB INV EL =300.71' 500.78'-8"
STA
.p,,wry�OKO INV 60LF fi P ~V4 6.9688 xry� •9,1N S°2.00R MIN. K,13
INV EL = 50i.51 50.38'-6" q
INTER dT) 132nd ST I = 2.00% MIN. �,'1 xtii�
(NE 2nd ST) &152nd INV EL =497:36 497.56'-6"AVE SE L
STA 10+00.00 KING COUNTY R/W
�a SE 132nd STREETDAR 0
Ln
O (NE 2nd STREET) D O+
19+0o d 20+40 N
#WWP2703817
#S-371703 276LF 8" PVC S =490%-4.02%
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w w w w w w w w w =
ST srSr ST ST OR
SP p�1 ST ST ST Q
KING COUNTY R/W W
KING COUNTY R/W
pR
#144260-0100 TL#144260-0110 TL I TL#144260-0130
SSCO #2 SSCO #3 144260-0120
#
SSCO #6
STA 19+98-18+02, 8"x6"TEE STA 18+47, 8"x6"TEE B"xV
INV EL = 49379' 495.09'-8" INV EL =-4=-40&-W85 496.92'-8" STA 20+05 8"x6"TEE
30LF 6"PVC 30LF 6"PVC INV EL =303+0'-503.19'-8"
S = 2.00% MIN. I = 2.00R MIN. SSCO #5 3OLF2.0 6"PVC
INV EL =49738= 497.52-6" STA 19+24 19+35, 00.49 TEE S = 2.00% MIN.
INV EL = 404 36' 495.69'-6" I INV EL =308:62' 500.49'-8" INV EL = 563-98' 503.79'-6"
3OLF 6"PVC STA 20+32, 3.5 RT
S = 2.00% MIN. SSMH #1-48
INV EL=3B.E2' 0 501.09'-6" RIM EL = 511.36' 512.10'
INV EL =384:54`504.60'-8"0 OUT W
INV T{L = 59464'504.7O'-8'0 IN E
518 510
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„ 4.02% SSMH 1-48"
PVC S < RIM EL = 511.36' 512.10' C=.)
i 1 276LF IN EL = 504.60'-8'0 OUT W
INV EL = 504.70-8 0 IN E Q
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PAVEMENT NOTE
ANY PAVEMENT AND/OR ROW RESTORATION
IN KING COUNTY ROW SHALL BE AS PER
KING COUNTY ROW PERMIT CONDITIONS.
GRAPHIC SCALE
u10 mw m
IN FEET' )
1 Inch - 20 R
SURVEY NOTES
INSTRUMENT: TOPCON GPT 3000W TOTAL STATION
METHOD USED: FIELD TRAVERSE 'MTH ACTUAL
FIELD MEASUREMENTS AND ANGLES
WAC 332-130-090
DATE OF SURVEY: AUGUST 2014
BASIS OF BEARING: NE 2nd STREET
y BENCHMARK: CITY OF RENTON MON # 2103
J� N 1/4 OF SECTION 14-23-5
PLUG IN CONC IN CASE AT THE INTERSECTION
OF SE 128th STREET AND 156th AVE SE
ELEVATION = 547.94' (NAVD 88)
LEGEND
® CS (TYPE 1) QT TELEPHONE VAULT
OO STMH (TYPE 11) O TELEPHONE CABINET
O SANITARY SEWER MH nSIGN
w WATER VALVE CONIFER TREE
m WATER METER/SERVICE O DECIDUOUS TREE
d FIRE HYDRANT ® MONITORING WELL
o UTILITY POLE o MAIL BOX
&--GUY WIRE + PK NAIL
® SIGNAL CABINET ® MON IN CASE/
0 POWER JUNCTION BOX LIGHT POLE o EX REBAR / PIPE
U
CGAS VALVE AS NOTED
P 0 POWER VAULT 0 SET 1/2" REBAR AND CAP LS#38992
0❑ POWER PEDESTAL
KING COUNTY ROW SEWER NOTE
THE PROJECT WILL EXTEND 538 LINEAR FEET OF 8"
DIAMETER SEWER MAIN IN KING COUNTY ROW THE THE
ADDITION OF 2 SEWER MONHOLES AND 13 SEWER
STUBS.
SHEET INDEX
1 OF 4 SANITARY SEWER PLAN & PROFILE 1
2 OF 4 SANITARY SEWER PLAN & PROFILE 2
3 OF 4 SANITARY DETAILS
4 OF 4 SANITARY DETAILS
OWNER
KUSAL VARMA
10922 144th AVE SE
RENTON, WA 98059
206-353-3168
ENGINEER/SURVEYOR
TOM TOUMA (ENGINEER)
TOLIMA ENGINEERS AND LAND SURVEYORS, PLLC
255 SW 41st STREET
RENTON, WA 98057
425-251-0665
57103
17+60, 5RT SCA E: HO IZONTA 1"=20 "AS -BUILT" NOTE:
SSMH -4 -STANDARD VE TICAL 1 �� = 51 "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY
EL = 50173'
EL = 49 40' ."m OUT w BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
-� -�1 BY CONTRACTOR.
907TOUMA ENGINEERS AND
1 LAND SURVEYORS,PLLC
255 SW 41st STREET - RENTON, WA 98057
PHONE (425) 251-0665 FAX (425) 251-0625
w»< 1 =20'
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o CITY OF
RENTON
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Planning Building/Public Works Dept.
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REVISION BY DATE APP%
DAN TOUMA (SURVEYOR)
TOLIMA ENGINEERS AND LAND SURVEYORS, PLLC
255 SW 41st STREET
RENTON, WA 98057
425-251-0665
C16006822
APPROVED FOR
SUBJECT TO ERRI
NE 2nd ST SEWER EXTENSION ,-°'
SEWER PLAN AND PROFILE "r
TAX LOT #142305-9092 evil
S-393305