HomeMy WebLinkAboutS-051318n
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72" JUNCTION MANHOLE DETAIL
NTS %4 /
NOTES:
1. DIVERSION DAM SHALL BE 3/4 HEIGHT OF EXISTING
24" PIPE AND CHANNELED TO DIRECT FLOW TO THE
NEW 24" PIPE TO FACTORY AVE N
2. THE TOP OF THE DIVERSION DAM SHALL BE 28.03±.
3. THE WEST SIDE OF THE DIVERSION DAM SHALL BE
SLOPED TOWARD THE WEST INVERT OF THE EXISTING
24" PIPE.
BENCH MARK
CHISELED SQUARE AT BACK OF WALK
AT NE QUADRANT INT. OF N. BROOKS
AND FACTORY
ELEV. 37.04
—2s -a
35
30
25
20 '
21
NEW 22" SANITARY SEWER SLIPPED
OR 24" CURED -IN -PLACE LINER
PIPE SCHEDULE B
N
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TRAFFIC
HAND H
CB
22 23 ' 24 25 26 27 28
REMOVE AND REPLACE
EXISTING TRAFFIC ISLAND SD MH
PER CITY STANDARD PLAN
I #4014 TRAFFIC CURB ISLAND SSMH 96" RIM 31.80
IE 29 25 W 18"
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29
APPROX. LOCATION OF
MH DIVERSION DAM
MH SHELF
SD MH
TOP 28.03
I-
IE 29.25 E 18"
=.o
—CROWN OF PIPE
BORING LAUNCH /RECEIV
26.23 E/S
& START OF SHELF
CONNECT PExPE TO
+ Lo
EL 28 -43
EXISTING 24" VCP
I—
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EXISTING 24" TC WEST
IE 26.43
26 -43
Ln W
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28.03
/ EX. 24" FROM EAST
MH SHELF
/
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.........
NEW 72" DIA
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N. N..........
SANITARY SEWER
B S
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MANHOLE
LLSCHED-
N 4TH ST
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CENTER OF STRUCTURE
TV LOG
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SLOPE MANHOLE SHELVES
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AT 2:12 SLOPE
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72" JUNCTION MANHOLE DETAIL
NTS %4 /
NOTES:
1. DIVERSION DAM SHALL BE 3/4 HEIGHT OF EXISTING
24" PIPE AND CHANNELED TO DIRECT FLOW TO THE
NEW 24" PIPE TO FACTORY AVE N
2. THE TOP OF THE DIVERSION DAM SHALL BE 28.03±.
3. THE WEST SIDE OF THE DIVERSION DAM SHALL BE
SLOPED TOWARD THE WEST INVERT OF THE EXISTING
24" PIPE.
BENCH MARK
CHISELED SQUARE AT BACK OF WALK
AT NE QUADRANT INT. OF N. BROOKS
AND FACTORY
ELEV. 37.04
—2s -a
35
30
25
20 '
21
NEW 22" SANITARY SEWER SLIPPED
OR 24" CURED -IN -PLACE LINER
PIPE SCHEDULE B
N
w
W
w
w
(n
72
r
Q
I—
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w
z
J
v
Q
TRAFFIC
HAND H
CB
22 23 ' 24 25 26 27 28
REMOVE AND REPLACE
EXISTING TRAFFIC ISLAND SD MH
PER CITY STANDARD PLAN
I #4014 TRAFFIC CURB ISLAND SSMH 96" RIM 31.80
IE 29 25 W 18"
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29
APPROX. LOCATION OF
M 31.78
27.67W2"
I
SD MH
I-
IE 29.25 E 18"
=.o
Lo
N
BORING LAUNCH /RECEIV
26.23 E/S
24"
RIM 31.71
+ Lo
IE 29.30 S 10"
I—
J
PIT
: 9 N
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..............................�
B S
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LLI
LLSCHED-
N 4TH ST
V)
o
-
2NO SERVICES
TV LOG
30 ................ _ .......,
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ss
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..............:...
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NEW 24" SANITARY SEWER
o OA NEW 24" SANITARY SEWER
'*'�
CURED -IN -PLACE PIPE LINER
CURED -IN -PLACE PIPE LINER Q
REMOVE AND REPLACE 4 2 SCHEDULE C
o SCHEDULE C
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P-
EXISTING STREET
PAVEMENT 36 36 g^
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URING BO
APPROX. 3
ING PROVIDE VAULT
LF OF NJ
CB MH
RIM 31.87 CB RIM 31.79
RIM 31.52
RIM 31.90
29.30 N 10"
Q
BARRIER I
FRONT OF
(TV LOG MH #2)
IE 29.77 NNE 12"
N^
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BORING PIT
IE 26.96 E & W
IE 29.77 NNW 12"
PLAN
IE 30.27 S 6"
RIM 33.75
N N co ..........:............
-30 LF 30°
STEEL
TOP OF TRAP 29.95
CASING PIPE
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IE 29.25 E 12"
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IE 29.65 SW 6"
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5 6 7 8
9 10
® EC CTIVE SIDE SEWER
11
1515 N 4TH ST
1525 N 4TH ST RENTON SCHOOL ADMINISTRATION
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TO EX. 24 "I I
TO EX.
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PLAN
SCALE 1" = 20'
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__________ ______________________
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SCHEDULE B
EXISTING 24" VCP SCHEDULE C NOTAWARDED
":SANITARY
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SCHEDULE C NOT AWARDED
NEW 24" SANITARY SEWER
NEW 22" SANITARY SEWER CONTINUOUS
SANITARY SEWER NEW 24 SEWER
CURED -IN -PLACE PIPE LINER
PE SLIPLINED OR 24" CURED -EN -PLACE
SCHEDULE
B SCHEDULE
C
CURED -IN -PLACE PIPE LINER
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LINER 142 LF
203 L
N
1-
97 LF
..........................
20
1 +00
2 +00
3 +00
PROFILE 4 +00
5 +00
SCALE 1" = 20' H
1" = 5' V
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CK D
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s`�"trryjy�'�3 AS -BUILT CERTIFICATION
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL ',5'
LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 0� aF WASh TP
a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY �o �� �o i
35 6,rN° ME OR UNDER MY DIRECTION. z
eni�9T F.D. RINGEL L.S. 23613 DATE �o -zz -Pt ��O F c1ST `
S11$8 - TONAL '
......... 30 EWIRES 3/28/
25 ................ ........I. ..... ...........i......- -- -..... 25
65' LF 30" STEEL CASING
PIPE UNDER N. 3RD ST. NEW 24" PVC SANITARY SEWER S -0513
FILL ANNULAR SPACE IN CASING
WITH SAND OR GROUT : 165.3 LF ® _0.11% RECOMMEND
1 +00 PROFILE 2 +00 3+OC PLAN REVIEW
SCALE 1" = 20' H
1 " = 5' V SEWER UTILITY
�•.- i Iw a II 1 r.: 91I � I
DATE APPROVE(
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