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NE 114 OF THE SW 114 AND SE 114 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHINGTON
A
CROSSING #1
STA. 0+17.74, 7.94' RT.
12" SD IE=391.64
8" SS CROWN=389.11
SEPARATION=2.53'
CROSSING #2
STA. 0+24.98, 7.94' RT.
10" DI WA IE=394.21
8" SS CROWN=389.67
SEPARATION=4.54'
I � -
...-.._...
--• SS S_0.07T1
6g
EASEMENT
CROSSING #3
STA. 1 +23.31, 21.98' RT
8" SD IE=400.88
8" SS CROWN=399.01
SEPARATION=1.87'
FINISHED GRADE AT
SEWER ALIGNMENT CL
EXISTING GRADE ATE
I
SSMH-1346-03,
STA. 1 +09.29, 7.97' RT.
R►M= 403.31
CROSSING #4
STA. 1 +23.24, 30.40' RT.
8" SS IE=403.75
8" SD CROWN=402.25
SEPARATION=1.50'
EX-SSMH IE= 395.41 (T 1 IN (NE)
VERIFY INVERT ELEV IE= 395.31 (TO OUT S)
;-
PRIOR TO CONSTRUCTION) IE=395.41
STA. 15+36.42, 6.21' RT. (172ND ST) SSMH-1346-02,
RIM=390.63 STA. 0+64.29, 7.95' RT.
IE=379.28 IN (E) RIM=400.38
IE=379.18 �8"O�
8"�OUT (W) IE= 392.16 0
15
IE= 392.0680
_
161 -LF: _Ir PVC
29 LF. 8' SS S=0.1000
SSMH-1346-01, CUT IN
j
STA, 16+89.36, 4.56' LT.
'
RIM=397.92 SSMH-1346-04,
IE= 386.70 IN (N STA. 1 +29.49, 28.29' RT.
IE=386.60 �8::O�
8"0OUT �S) - RIM=405.64
85 LF. 8" PVC IE= 398.41 TO IN (N
IE= 398.31 �ErO� OUT �SW)
E(-SSMH SEWER ALIGNMENT
VERIFY INVERT ELEV SCALE: HOR: 1"=20' 34 LF. Er SS S=0.0100
_. _.
PRIOR TO CONSTRUCTION) �- VER: 1"=10'
STA. 17+82.23, 3.56' RT. (72ND ST)
RIM=400.75
IE= 391.23 PVC IN (S)
IE=391.13 �6::O
8"0 PVC) OUT (N)
O rn
J Z \\ PARCEL
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rnm #JJc3 fUJ�2c3-J
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-10' SD ESMT
pq
0' CITY EMERGENCY ---
ACCESS ESMT
111
`77 L----------
_ _- - - _ SSMH-1346-03 ---
1+00 M
6', SEE C1-3, PG. 51-
16 WATER & - -
ROPOSED SEWER ESMT
WATER SSMH-1346-02
I
4.5' R/W DEDICATION I 6" MIN ®2% MIN
- i C.O. IE=404.00
COTTAGE D
FF ELEV=410.50
SSMH-1346-04
15 LF. 8" SS
GREASE INTERCEPTOR INTAKE
STA. 1 +77.87, 28.48' RT.
RIM=408.00
IE= 399.73 (8"0) IN (N)
GREASE INTERCEPTOR OUTFALL
STA. 1 +68.87, 28.47' RT.
RIM=408.00
IE= 399.40 (8" 0) OUT (S)
5 LF. 8r SS S=0.1100
SSMH-1346-05,
STA. 1 +64.04, 28,38' RT.
RIM=407.11
IE=398 85 TO IN (N)
IE= 398.75 8"O OUT ((S)
IE=39885 6"0 IN (E)
TAIX PARCEL
420
400
380
ITA
STORM DETENTION
PIPE, TYP
--------------------------------------------------,
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--__ �-
�-----
O
SSMH-1346-05 PRIVATE GREASE-
._
ti ------
60
w I o w l
3 I I� 3 w
- -._I -- - ----- 1 L ---
r
6" MIN
2% MIN
C.O. IE=404.00
GREASE INTERCEPTOR OUTLET
COTTAGEA
FF ELEV=410.50
6" MIN ® 2% MIN
C.0 IE=404.00
GREASE INTERCEPTOR
INTAKE
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SURVEY INFORMATION
LEGAL DESCRIPTION
LOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON.
TOGS HER WITH:
THE SOUTH HALF OF LOT 15, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE
PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING
COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
VERTICAL DATUM - NAVD-W
NORTH AMERICAN VERTICAL DATUM-1988
BENCHMARK
PRWECT BENCHMARK.•
FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP)
ELEVATION = 409.72 FEET
PROJECT BENCHMARK.•
CITY OF RENTON MON11640
3" BRASS DISC STAMPED "KING COUNTY SURVEY MONUMENT" IN CASE
FOUND CO-ORDS:
N=170649.17
E=1305835.94
ELEVATION = 465.87 FEET
BASIS OF BEARING
THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N O1'4332" E
EQUIPMENT & PROCEDURES
METHOD OF SURVEY.'
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTATION.•
LDCA TCRA 1105 ROBOTIC ELECTRONIC TOTAL STATION
PRECISION.•
MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
BASIS OF BWING.•
THE MONUMENTED CENTERLINE OF 108TH AVE. S.E.,
AS THE BEARING OF N 01'4332" E.
SIDE SEWER SERVICE TABLE
DIST. TO SERVICE
COTTAGE
(FROM DOWNSTREAM
SERVICE LENGTH TO
IE AT MAIN
FINISHED
STUB
DEPTH AT
SLOPE
MANHOLE)
STUB CONNECTION
FLOOR
ELEVATION
STUB
A-1
0+
20 399.73
410.50
404.00
6.50'
21.3X
A-2
0+
1 20 398.85
410.50
j 404.00
6 50'
25 7x
8
0+
61 401.60
410.50-
-404.5
i 6.'
4.87i
%
- -.
-
0+
C
46 401.60
410.50
; 404
6 5'
S 27i
D
0+
-
27 395.41
410.50
404
6.5'
31.8x
0
w
>
w
60
SCALE: 1" = 20'
MINI
20' 0 20' 40'
LEGEND
STORM PIPE
DRAIN PIPE
------ SEWER PIPE
WATER PIPE
P POWER PIPE
G-- GAS PIPE
S EX -SEWER
O CLEAN OUT
m396203
TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATEL Y TO THE ATTENTION OF THE
ENGINEER.
PLAN REVIEW # 04-1346
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
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40908
•, ISTI;RFO
SSf0NAL
JOB NUMBER:
16-137
DRAWING NAME:
16137A-SS-PP
DESIGNER:
MEV
DRAFTING BY:
NC
DATE:
5-25-17
SCALE:
1 " = 20'
JURISDICTION:
SOOS CREEK
LASE MAP C2
DRAWING:
C-136
SHEET 2 OF
8