HomeMy WebLinkAboutWWP2702986.2SEC.23, T.23 N., R.5 E., W.M.
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NOTE:
1) HORIZONTAL POSITION OF CASING PIPE IS
SHOWING ON S-33 & S-34. IN CASE OF
CONFLICT WITH MANHOLE LOCATIONS SHOWN
ON SEWER PLAN, ADJUST LOCATION OF SEWER
MANHOLES TO MATCH CASING PIPE.
2) DEBEAD INTERIOR OF BUTT FUSION WELDED
HDPE PIPE.
40 - -- - - - - - — - --- . - - - - - - -- --- - --- - -I -- - - - - --- - - - - -- - -- -- - - - 40
39 39
ST
STA. 1 +177.0 BILTMENT
OBSERVATION PORT
BOTTOM ELEV. OF CASING PIPE 34.45
24 x24 TEE W/
SSMH 2 1500mm DIA. BLIND FLANGE, S/S BOLTS
=
38 — -- - - -- -- STA. 1 +167.0, 1.1 m RT - -- -- - -- IE-20" HDPE _- 34.505 - - - --COORDINATE W/ CROSS FRAMES - 38
TOP EL = 36.005 SEE NOTE **
IE = 34-4l 0T)34.16
34.36
I E = 3;-� 6
BOTTOM ELEV. 37
37 OF 24" CASING PIPE _
- -_ - -- -
- 22.0m, 508mm O.D. HDPE _SEE - ON -5 ice- - - -
SANITARY SEWER IN SSMH 1, 1200mm IA. i
STA. 1 +123.0, 1.1 m RT�
O CASING PIPE SIMILAR TO
36 O DETAIL ON SEW-6 IE OP E�QQ 29 30 5.076 36
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SINI
--- --- 149.Om_50$mm O.D. HDPE SANITARY SEWER IN 610'mm CA— --- — — — _-- LO
_ _ — --- N 35
35 - -- _ - - - - - --- - - - - li - - -- - -
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- — — — — SLOPE Ca? 0.46%
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THIS
DIFIED
ET
N O \�P�� S REFLECTE ONS�RUCT0N0
33 RECORDS. APRIL 2006
33 z-
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---
BIKE/ - - 4' li
FED V)
_ * TUNNEL 0 o
* 5.Om rx W
U 6.7 m 6.4l g°l0
32 Q -(22') (16.5) (21 ') - -- - - - �``\' - ® 1,� 0 - - -- -- - - - -_ J 32 N1 E T R 1 C
NOTE.
DIMENSIONS WITH "*" IN VICINITY S�0 100 YR. FLOOD EL. 31.9 - — = MERIDIAN
o m OF BIKE TUNNEL WERE MEASURED I I W.S.P.C.S
� ' AT TIME OF INSTALLATION. NORTH ZONE, METER
- 31 - - -- -- - -- - ---- -- - - - �- - - --- - -- Q 31
ELEVATIONS AT ABUTMENTS 1 -- -
-
- - -
& 3 ARE DESIGN VALUES & WERE
NOT MEASURED DURING OR AFTER DATUM
CCNc CONSTRUCTION. 30
30
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o 28.4m
a-
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CENTER UNDER TUNNEL - NAD 83/91
o "- 19.Om 10mm CA INS
�m
CALL 2 WORKING DAYS
BEFORE YOU DIG
QilTRANSITION COUPLING - -- - - -- - --- - - -- 28
28 - - - -- ---- -- -- - - - - -- --- - - --- - - 1-800-424-5555
w 1 125 1 150 1 175 1 +200 1 +225
(UNDERGROUND UTILITY LOCATIONS ARE APPROX.)
FIELD BOOK: FED. AID No. BRS—M 171 (001) NMI) KING COUNTY DEPT. OF TRANSPORTATION SEW-2
SURVEYED: tip' �CA HAROLD TANIGUCHI, DIRECTOR
SURVEY BASE MAP:
Penhallegon Associates K I<Aill PROJECT No. 401288 - ELLIOTT BRIDGE 3166 SHEET 147
DESIGN ENTERED: FOTES 2002 Consulting Engineers, Inc. •=�C�� Ill23-23-5-23 ` OF
800 FIFTH AVENUE SURVEY No. so7a
DESIGNED VANDERBURG 2002 Eng nee-ing Punning Surveying SUITE 3800 �,A��'ISTSS� BRIDGE REPLACEMENT PROJECT 159 SHEETS
1601 end Avenue, Suite 1000 SEATTLE, WASHINGTON
GOTZ 2003
CHECKED: Seethe, WA 98101 98104-3122 `sIONAL
'v (zos) 44 -ass-800-945-8408 TEL 206.340.2255
w311-25 (147)
ww.paceengrs.com FAX: 206.340.2266 MAINTENANCE DIVISION No. 4 IXES PIR4 4 SEWER
DATE REVISION BY DATE Kirkland-seattle-Federal Way -Portland
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