HomeMy WebLinkAboutS-399902n
10.5' LT
w
20+00
PORTION OF THE NE 1 /4 OF THE NW 1 /4
SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, STATE OF WASHINGTON
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KING COUNTY R/W 0
156 th AVE E
CR PERMIT # C16006872
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STA 21+00 (156th AVE SE) 9.3 LT= ~
STA 22+94 (NE 2nd STREET) 3.5 LT <
EXISTING SSMH —48" INV EL = 523.29' 12" C NC :�E
RIM EL = 524.00'
INV EL = 515.12'-8"0 OUT W
INV EL = 515.22'-8"0 IN N
530
520 I
510
DATU,V ELEV.
505.00
Ln
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OLF 8" PVC 9 = 1.56%
TL# 366450-0200
TL# 366450 0201
INV EL = 525.38' 12" CONC
FOUND LEAD &TACK
INV EL = 524.86' 12" CONC
IN CONC MON IN CASE INV EL = 524.33' 12" CONC
DNR REPORT MAY BE REQUIRED
IF ANY REMOVAL OF ANY
SURVEY MONUMENT LOCATED
WITHIN THE RIGHT OF WAY
STA 1+00 156th AVE SE 9.3 T= Ci
STA 2+94 (NE 2nd STREET) 3.51 LT
EXSIT NG SSMH-48" '
RIM L = 524.OD'
INV E = 515.12'— " OUT W
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11
INV EL == 526.76' 12" CONC
TL# 366450-0205 J
INV EL = 527.41' 12" CONC
SSCO #2
SSCO #1 STA 24+25,
I STA 22+66, INV EL =-526�-2° 519.78'-8"
I INV EL =61:791'-517.53'-8" 36LF 6"PVC
36LF 6"PVC S = 1.00% MIN.
S = 2.00% MIN. INV EL = �`'�-�4- 520.50'-6"
INV EL = 3' 518.25'-6"
1.40% � M"
51LF "PVCS=
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GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET)
1 inch = 20 ft.
SURVEY NOTES
INSTRUMENT: TOPCON GPT 300OW TOTAL STATION
METHOD USED: FIELD TRAVERSE WITH ACTUAL
FIELD MEASUREMENTS AND ANGLES
WAC 332-130-090
DATE OF SURVEY: AUGUST 2014
BASIS OF BEARING: NE 2nd STREET
BENCHMARK: CITY OF RENTON MON # 2103
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
0
CB (TYPE 1)
TELEPHONE VAULT
STMH (TYPE 11)
°
TELEPHONE CABINET
US
SANITARY SEWER MH
a
SIGN
WATER VALVE
CONIFER TREE
®
WATER METER/SERVICE
0
DECIDUOUS TREE
-b
FIRE HYDRANT
Q
MONITORING WELL
-0-
UTILITY POLE
o
MAIL BOX
BUY WIRE
®
SIGNAL CABINET
�
PK NAIL
®
POWER JUNCTION BOX
MON IN CASE/
0
LIGHT POLE
0
EX REBAR / PIPE
rD
GAS VALVE
AS NOTED
POWER VAULT
®
SET 1 /2" REBAR
AND CAP LS#38992
❑/�
POWER PEDESTAL
.
PROPOSED SSMH
r;.Z�A_
PROPOSED PAVEMENT
®
PROPOSED SSCO
RESTORATION
KING COUNTY j RENTON ROW SEWER NOTE
THE PROJECT WILL EXTEND 511 TOTAL LINEAR FEET OF
8" DIAMETER SEWER MAIN. THERE IS 166 LINEAR FEET IN
THE CITY OF RENTON RIGHT OF WAY AND 345 LINEAR
FEET IN KING COUNTY RIGHT OF WAY, THE SEWER
SYSTEM ADDITION IS 1 SEWER MANHOLE AND 3 SIDE
SEWER STUBS.
PAVEMENT NOTE
ANY PAVEMENT AND/OR ROW RESTORATION
IN KING COUNTY ROW SHALL BE AS PER
KING COUNTY ROW PERMIT CONDITIONS.
RESTORATION IN THE CITY OF RENTON RIGHT
OF WAY TO BE PER CITY OF RENTON
STANDARD TRENCH AND STREET OVERLAY
REQUIREMENTS.
RESTORE NOTE
RESTORE EXISTING DITCHES TO PRE -PROJECT CONDITION
IF DISTURBED BY CONSTRUCTION ACTIVITIES. REPLACE
ANY EXISTING CULVERTS REMOVED FIR SIDE SEWER
CONSTRUCTION. REPLACE WITH 12" MINIMUM SIZE
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Ss'ONAL
'SSC
STA 022
AS --BUILT" NOTE:
66,
STA 24+2
,
INV EL
36LF 6
S = 2.
51�.91° 51753'-8"
PVC
0% MIN.
f
INV EL —
519.78'—
36LF 6"P
S = 1.00% MI
"
C
.
"AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
-
'- "
INV EL-52
-94-' 520,90'-157
BY CONTRACTOR. S-399902_
-
f-
15
6 t h
V
A` /E S
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
SCA
E:
H 0
I ZON TA
1 "-20
VERTICAL 1 = 5
to
(0
r-
00
0
Ln
+in
U-)
Ln
Lin
INn
21+00
22+00
2.3+00
TOUMA ENGINEERS AND
LAND SURVEYORS,PLLC
255 SW 41 st STREET — RENTON, WA 98057
PHONE (425) 251-0665 FAX (425) 251-0625
1
PER THE CITY OF RENTON REVIEW
DAN T
8/24/18
SURVEM:
SCALE:
1 "=20'
2
REVISED SEWER ALIGNMENT
DAN T
2/14/1 E
O m.TOUMA
TOUMA
3
REVISED SEWER ALIGNMENT PER KING COUNTY
DAN T
1/04/19
4
CHANGED 486LF TO 511LF PER BOUNDARY ADJUSTMENT
DAN T
3/04/19
°�`"N DAN
ONE MICH
5
REMOVED 5 SS STUBS
DAN T
3 19 19
cHE°KEnMHT
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPROVED:
24+00
w1
HCITY OF
HORIZONTAL: PEAR 1983/1391
RENTON
Planning/Building/Public Works Dept.
156th AVE SE SEWER EXTENSION
SEWER PLAN AND PROFILE
PERMIT NUMBER C 18000328
CAM
10/17/2016
F,:
PAGE:
ORAWING N0:
917003B
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