HomeMy WebLinkAboutS-22910A5
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1_XISIING 108"
CONCRI if
rlhl /
CENTERLINE OF 42"
�� DIP AND 108" RCP_
LT
REPAIR W/ MORT;AR
(TYP ALL AROUN
IE 5.97' IE 229' (2) #5 HOOPS
#6 x 30° ® 12" SE1 IN
1 1/4 0 x 5" DEEP
HOLES W/ EPDXY GROUT
(TYP ALL AROUND)
r
CLEAN, ROUGHEN AND COAT
INTERFACE W/ EPDXY BONDING
COMPOUND JUST PRIOR TO
CASTING CONCRETE
SECTION 1
SCALE: 1/2" = 1-0°
CENTERLINE j
, EX - ISTING 108"
/
CONCRETE PIPE - 6..
o' \
4 ?� \
#5 0 12"
.I �' #5 ® 12 "C
Z VARIES
y / SAWCUT OR LINEDRILL
ID + 2" MAXIMUM
TYPICAL PIPE JOINT
CENTERLINE OF
f PIPES AND STATION
POINT
PLAN
42" PIPE CONNECTION ® 108" ESI
SCALE: 1/2" = 1-0" C101
r,oNSTRUCTED ) H Ih4 -11 hz /y!
\1 o. ww#O - 2 7- 22 Of REVISION BY APPD DATE
r
n
F
F
EXISTING B" SS SHALL
BE KEPT IN SERVICE
EXISTING C' OF N 3RD ST DURING CONSTRUCTION
RENTON MH LOOKING EAST -8" PVC DROP CONN
ABANDON AND PLUG
EXISTING 8 "SS_ EXISTING 8 "SS 0 LIMITS
OF EXCAVATION EXISTING 8 "SS
FLOW
I
PLUG I�S T ING
8' SS LIMITS OF -81, PVC STUB W/ CAP
EXCAVATION I IE 8 "(A) FOR FUTURE CONN
NEW 42" METRO -- - �p E
SEWER, SEE NEW RENTON MH SEE __
SCH -A FOR
INVERT \-NEW 8" SS PVC.
OFFSET DISTANCE RIGHT (R) DO NOT PUT IN SERVICE
UNTIL INSTRUCTED BY THE
ENGINEER
SCHEDULE -A
BRIDGE AND MUNICIPLE CONSTRUCTION.
STA
IE ®
IE (A)
IE (B)
IE (C)
MANHOLE *
REMARKS
#
® 42"
42"
*
LOOKING EAST
STA.
TYPE
PAGE
I STA
OFFSET
INVERT, FIELD VARIFY
1.
1 +59.7
18.25
21.44
21.86
22.00
B
B072
1 +60
30'R
BURNETT /WILLIAMS ALLEY
2.
5 +35
19.36
22.55
25.16
26.16
B
B072
5 +35
42'R
WILLIAMS /WELLS ALLEY
3.
8 +01
20.19
23.38
24.15
25.15
B
9072
8 +01
30.7R
WELLS /PELLY ALLEY
4.
10 +80.7
21.04
24.23
27.00
27.73
B
B072
10 +81
31.1'R
PELLY /PARK ALLEY
5.
13 +57
21.87
25.06
27.24
27.73
B
B072
13 +57
31.3'R
PARK /GARDEN ALLEY
6.
18 +07.1
23.23
26.42
28.66
29.77
B
3072
18 +07
31'R
GARDEN /MEADOW ALLEY
7.
20 +89
24.07
27.26
28.47
29.40
B
E3072
20 +89.6
37'R
MEADOW /FACTORY ALLEY
* REFER TO SPECIFICATION SECTION M02605 AND CITY OF RENTON, STANDARD PLANS FOR ROAD,
BRIDGE AND MUNICIPLE CONSTRUCTION.
IE 15 "Sp
** CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND INVERT ELEVATIONS PRIOR
IE (B)
TO THE MANHOLE AND 8 "" SEWER CONNECTIONS.
*
TYPICAL 8" SANITARY SEWER CONNECTION & SCHEDULE(p
TYPE -2
SCALE: NONE
VAR
OF N 3RD ST
OFFSET
LOOKING EAST
STA.
EXISTING 15" OR 12"
SD SEE SCH -B FOR
**
INVERT, FIELD VARIFY
BOSS SEE
D
- IE
20.08
25.06
26.18
--
IE 12 "(A) IE 12 °(B)
33.2R
B027
5 +23
13'L
WILLIAMS /WELLS ALLEY ff
"0
23.42
NEW 42 METRO
���JJY//
NEW RENTON CB
NEW RENTON 48
CB TYPE -2
33'R
SEWER, SEE
SCH -A \
TYPE -1
9.8L
OFFSET DIST
OFFSET DISTANCE RIGHT (R)
\\-NEW 12" CPEP SD
27.84
LEFT (L)
B012 13 +54.
26.8R
SCHEDULE -B
#
IE 15 "Sp
IE (A)
IE (B)
CB TYPE -1
*
CB
TYPE -2
nal seal
96
REMARKS
PAGE STA
OFFSET
PAGE
STA.
OFFSET
® CB -2
**
**
BOSS SEE
D
1.
20.08
25.06
26.18
8012 5 +37.7
33.2R
B027
5 +23
13'L
WILLIAMS /WELLS ALLEY ff
2,
23.42
25.60
26.11
PLUG 7 +97.5
33'R
8027
7 +97.3
9.8L
WELLS /PELLY ALLEY
3.
25.72
27.84
29.49
B012 13 +54.
26.8R
B027
13 +53
11.6L
I PARK /GARDEN ALLEY
* RFFFR TO SPECIFICATION SECTION M02605 AND CITY OF RENTON, STANDARD PLANS FOR ROAD,
BRIDGE AND MUNICIPLE CONSTRUCTION.
** CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND INVERT ELEVATIONS PRIOR
TO THE CATCHBASIN AND 12" STORM DRAIN CONNECTIONS.
TYPICAL 12" STORM DRAIN CONNECTION & SCHEDULE C
SCALE: NONE VAR
As Built
Drawing '
See original file
copies for
submittal aid
approval
signatures, and
for engineer's
professi
12
nal seal
96
G
H
8" DIP ELBOW
E 8" (A)
8" DIP SHOP 2.2� SEE TS
MELDED BOSS
42 "0 DIP
SEE SCH -A
FOR IE
8" SIDE SEWER CONNECTION / D
SCALE: 1/2" = 1'-0 ""
J' 8" PVC TEE
j` ' �' NEW 8" PVC
EX 8" PVC
112 PLUG
AS DAM - -^
STAINLESS
STEEL BAND
CITY OF RENTON ° BOLTED TO WALL - 8" PVC, CAP FOR
MH SEE SCH -A FUTURE CONNECTION
�1
N� a
SANITARY SEWER DROP CONNECTION E 1
SCALE: 1/2" = 1-C "
EL 30.60
CENTERLINE OF
TYPE -B MANHOLE
e
45° PVC
r
G
H
- - --
IE 23.60
8" DIP SPOOL
a
TYPICAL CONNECTION
- -
- - ------ _ - - - _.
BOSS SEE
D
- -- - --
42" DIP
CHANNEL
r
SLOPE SHELF
0
IE 19.27
z
z
U
o
� U
22"
0
ol
uw
1 -
a
MH CHANNELIZAfION
S 2
U
LJm
-
-
8" SIDE SEWER CONNECTION ® STA 4 +90 E
SCALE: 112" - 1'-0" C101
Q
F1
DESIGNED:
� M -LT /DJB
I ® Municipality of Metropolitan Seattle
�® METRO
DATE
JUNE 1994
-
_
DRAWN: 1 CHECKED: SCALE:
CEDAR RIVER TRUNK RELOCATION
I FILE N0:
DJB M -LT
PHASE 2
!, Y75
[RECOMMENDED:---!
NOTED
'DRAWING NO
JCaNTRAGT
NO
PIPE CONNECTION DETAILS
0108
IAPPROVED:
AND SCHEDULES
- -
W/M7 -94
sHEE� uo: of
10 12
r
G
H