HomeMy WebLinkAboutWWP2703962.2E
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NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, kGE 5 E, KING COUNTY, WASHINGTON
EASEMENT
CROSSING #1 CROSSING #3
STA. 0+ 17.74, 7.94RT. STA. 1 +23.31, 21.98' RT
12" SD IE=391.64 8" SD IE=400.88
8" SS CROWN=389?.11 8" SS CROWN=399,01
SEPARATION =2.53' SEPARATION=1.87'
CROSSING #2 FINISHED GRADE'. AT
CROSSING #4
STA. `1 +23.24, 30.40'
8" SS IE=403.75
8" SD CROWN=402.25
SEPARATION=1.50'
STA. 0+24.98, 7.94' RT. SEWER ALiGNMEIrIT - - - -
10" DI WA IE=394.21 EXISTING GRADE' AT - -
8" SS CROWN=389.67 SEWER ALIGNMENT
SEPARATION=4.54' - "I
EX-SSMH
380 VERIFY INVERT ELEV
PRIOR TO _ CONSTRUCTION)
STA. 15+36.42, 6.21' RT. (172ND ST)
RIM=.90.63
IE=379.28�8"O�,
IN(E)IE=379.18 80OUT (W
)T61LF. Ir PVC
SSMH-1346-01, CUT IN
STA. 16+89.36, 4.56' LT.
R-397.92
360 IF 70 (TO IN (N}
I E= .....O 8 0 OUT S)
IE= 395.41 8 0 IN (NE'
IE= 395.31 8" 0 OUT S
IE= 395.41 �elo)IN--(E�-
SSMH-1346-02,
STA. 0+64.29, 7.95' RT,
RIM=400.38
IE= 392.16 (TO)
29 LF. 8" SS S=0.1
I ELEV SCALE HOR 1 =20'
__. PRIOR TO CONSTRUCTION) _ __. �- 1_VER 1"=14'
STA. 17+82.23, 3.56 RT. (72ND ST)
RIM=400.75
IE= 391.23 PVC IN (S)
IE=391.13 �6:0
9 0 'PVC) OUT (N)
30' R/H
SSMH-1346-04,
STA. 1 +29.49, 28.29' RT.
RIM=405.64
IE=398.41 �8"o�
8"0IN (N)IE=398.31 OUT SW)
34 LF. 8' SS
a
420
400
5 LF. Er SS S=0.0101
GREASE INTERCEPTOR IN'
STA.: 1 +77.87, 28.48' Rl
II j RIM=408.00
I IE= 399.73 (8"0) IN (N)
GREASE INTERCEPTOR OUTFALL
STA. 1 +68.87, 28.47' RT.
RIM=408.00
IE= 399.40 (8"O) OUT (S)
5 LF. 8' SS S=0.1100
SSMH-1346-05,
STA. 1 +64,04, 28.38' RT.
RIM=407.11
IE= 398,85 8"O IN (N
IE= 398.75 TO OUT _S)
IE= 398.85 6"O IN (E)
J60
29-23-5
C1089
PARC FL
TAIX PARCEL
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Fes,
STORM DETENTION
PIPE, TYP
SURVEY INFORMATION
L t DESCRIPTION
L61 rhn;✓ ivv: 5, At v&iv Ljuvv ,v 10L PLAT THEREOF RECORDED
IN VOLUME 40 OF PLf PAGE 27, RECORDS OF KING COUNTY, WASHINGTON.
TOGETHER 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 - AAVD-88
NORTH AMERICAN VERTICAL DATUM-1988
BENCHMARK
PROJECT 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 Ol'43'32" E
EQUIPMENT A PROCEDURES
MEMOD OF SURVEY -
SURVEY PERFORMED BY FIELD TRAVERSE
INSTRUMENTA110N.•
LEICA TCRA 1105 ROBOTIC ELECTRONIC TOTAL STATION
PRECISION.
MEETS OR Evr--r'1S STATE STANDARDS WAC 332-130-090
BASIS OF & .-
THE MONUM, CENTERLINE OF 108TH AVE. S E.,
AS THE BEARING OF N 01'43'32" E.
Ili
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'
21.3%
A-2
0+
20
398.85
410.50 404.00
6.50'
25.7%
8
0+
61
401.60
410.50 404.5
6.'
4.8%
C
0+
46
401.60
410.50 404
6.5'
5.2%
D
0+
27
395.41
410.50 404
6.5'
31.8%
Air
SCALE: 1" = 20'
20' 0 20' 40'
LEGEND
STORM
PIPE
DRAIN
PIPE
- - - - - - - SEWER
PIPE
WATER
PIPE
POWER
PIPE
GAS PIPE
S EX -SEWER
0 CLEAN
OUT
S=396203
6" MIN 9 \�6" MIN @ 2% MIN
2% MIN .0 IE=404.00
C.O. IE=404.00
MFASF INT FWFPT INTAKF PLAN REVIEW # 04-1346
COTTAGEA
FF ELEV=410.50
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 IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
IL
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
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SSIpNAL
JOB NUMBER:
16-137
DRAWING NAME:
16137A-SS-PP
DESIGNER:
MEV
DRAFTING BY:
NC
DATE:
5-1 ",-. 7
SCALE:
1 " =20'
JURISDICTION:
SOOS CREEK
&4SE MAP C2
DRAWING:
C-136
SHEET 2 OF