HomeMy WebLinkAboutWWP2702986.7104
102
100
98
96
94
92
J
J
Q
3
J
D
w
m
m
Z)
w
U
x
ui
FINISH GRADE
24" RING
1& COVER
105.11
(32.037)
90 NOTE: PIPE &
SLUICE GATES FOR
88 LANDFILL LEACHATE
NOT SHOWN —o
86
ELEV. IN FEET
IE 86.35
EXIST 72"
METRO MH
I 92.81
(28.29)
EXIST 72"
METRO MH NO.
R 10-52
18" PVC (460)
24" CONC.
24" RING
& COVER
105.25
(32.081)
� 32
�18" PVC CAP
93.2'
?8.41
.4* I —
a e
J87 47 r.
- (26.66)
e C d•,
EXIST 24" STUB
S=0.0015 PER
METRO DWG
SECTION
SCALE 1/4 pp= i '-0"
30
18%18"08"05"
FABRICATED CROSS
15" PVC (400)
28
EXIST CONC PLUG
26
ELEV. IN METERS
FRAME, CC
ADJUSTING
SANITARY
DETAIL ON
610 [24
BASE SE
t (UALL 1 =1 —U
CI MIA-rl^kl IAI \Ir—rCmr IT/I7�
37.0
36.5
CONCENTRIC
36.0
35.5
NOT USED
NOTE:
DETAIL NOT USED. MANHOLES
WITH FLAT TOPS WERE INSTALLED.
BASE UNIT WAS 3' HIGH.
EXIST 10' LONG EXIST. CEDAR RIVER
36" STUB PER INTERCEPTOR 36" RCP
METRO DWG PER DWG DATED
FEB. 1976
FLOW
36" RCP
24" CONC. STUB J
INSTALLED
APPROX. 1976
(BELOW) z 15.90' NOTE: THE DESIGN CALLED FOR
INSTALLATION OF A CONVENTIONAL OUTSIDE
DROP CONNECTION AT THE EXISTING METRO
T MANHOLE. DURING CONSTRUCTION,
Z� o O GROUNDWATER MADE EXCAVATION BELOW
�o ELEVATION 92 (28) DIFFICULT. THE
x
W AS CONSTRUCTED STANDARD OUTSIDE DROP DESIGN WAS
SEWER ALIGNMENT � I p ABANDONED AND THE EXISTING 24"
o D CONCRETE PIPE WAS INCORPORATED AS
2 0 I PART OF THE REDESIGNED DROP
m re
CONNECTION. THE 4' x 6' CONCRETE
a BLOCK PROVIDED A WORKING PLATFORM
cn -1
ABOVE THE WATER SURFACE. ALL
MEASUREMENTS AND ELEVATIONS ON THIS
m SHEET HAVE BEEN MODIFIED TO REFLECT
o D I CONSTRUCTION RECORDS.
_ a
m r
0
Z
m 0D 4'X6' CONC.
QQ Z -D POURED IN PLACE
n NOTE: SOURCE FOR EXISTING CONCRETE
PIPE STUBS WAS METRO DRAWING TITLED
"KING COUNTY WATER DISTRICT 90, CEDAR
RIVER INTERCEPTOR —SECTION 4" DATED
z J FEBRUARY 1976 W/NOTE "NOT AS BUILT"
m PLAN VIEW
Q
SCALE 1 /4 S12%14
THIS SHEET MODIFIED TO
N o REFLECT CONSTRUCTION
—w
RECORDS. APRIL 2006
FIELD BOOK: --� FED. AID No. BRS—M171(001) vawD KING COUNTY DEPT. OF TRANSPORTATION SEW-7
SURVEYED: I ,��► mot �ds��
HAROLD TANIGUCHI, DIRECTOR
SURVEY BASE MAP: AD e
��enhallegon Associates K � PROJECT No. 401288 - ELLIOTT BRIDGE # 3166 SHEET 152
- 00B8-i ��
DESIGN ENTERED: FOTES 2002
onsu/fing engineers, inc. 800 FIFTH AVENUE SURVEY No. 23-23-5-23 soya OF
DESIGNED VANDERBURG 2002
rg-ee-i-,g Plk�-,Img sirve;rg SUITE 3800 o ��IST�gBRIDGE REPLACEMENT PROJECT 159 SHEETS
1601 2nd Avenue, site 1000 SEATTLE, WASHINGTON Cs
CHECKED:PH: Seattle, WA 98101 98104-3122 S1�If
GOTZ 2003
w (¢4. - ass , -eoo-gas-aao8 TEL 206.340.2255
w�`"SEWER DETAILS 311-25 (152)
.occeaceenq�s.�°m FAX: 2os.340.2266 MAINTENANCE DIVISION No. 4 D(PIRES 4 a
DATE REVISION BY DATE Kirkland -Seattle -Federal Way -Portland
A"i�'•'s-u4Iff=7 'ICAN QED OCT 2 7 ?Off