HomeMy WebLinkAboutD-292281Lr)
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Q Date
RECOMMENDED
FOR APPROVAL
BY
BY
1 0
NOTE: CONTRACTOR TO REMOVE AND
REPLACE EXISTING SECTIONS OF CHAIN LINK FENCE AS NECESSARY TO INSTALL NEW STORM PIPE
LA
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2+00 4+00 6+00
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CB#2 TYPE 2 72"
STA: 5+03, 6'RT I Cap -TYPE 2 - 72"
CL SOLID LOCKING LID STA. 5+50, 461T
NOTE: (PIPE PLUG DESCRIPTION) RIM - EL = 349.13 SOLID LOCKING LID
o 370 'r, RIM EL - 349�50 - ±
CONTRACTOR SHALL. PROVIDE WATERTIGHT ...... ... :.350 - 48"SE IE= 328.18 32 . - - - -CIAIN L� IIN E 48"NW- LE= -a2& E)7 ....
PIPE. SUBMIT K-L -i- - . - - - - - -- -
SEAL FOR THE 48" fr=
oo FOR REVIEW AND APPROVAL BY THE 32737
CITY OF RENTON. ATE CROSS SLOPE = 2%
I— IIEST IQN,u
360 1... E-
340
EXISTING. TYPE 2 727--�i. ...... A I
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GRAPHIC SCALE
If2\ 6" SUMP ONLY
0 40 80
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/f4\ FUTURE COMMUNICATION DUCT BANK TO BE
RIM EL = 348-96
O Z LLI
IN FEET
INSTALLED BY OTHERS.
U)2 H
1 inch = 40 ft,
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VERTICAL DATUM:
W
NAVD 88 = CITY OF RENTON
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PROJECT BENCHMARK ESTABLISH BY DIFFERENTIAL
LEVELS FROM SUPERNET STATION "HAFF" ELEV=340.93
340 .� I - L -
CONTRACTOR TO PLUG END OF NEW 48" I I CONTRACTOR TO CORE DRILL SIDE
Z :2 "4
rn
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1
PIPE AT CONNECTION TO EXISTING MH i OF MANHOLE AS NECESSARY TO
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HORIZONTAL DATUM:
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Q Date
RECOMMENDED
FOR APPROVAL
BY
BY
1 0
NOTE: CONTRACTOR TO REMOVE AND
REPLACE EXISTING SECTIONS OF CHAIN LINK FENCE AS NECESSARY TO INSTALL NEW STORM PIPE
LA
M _AA
— — ------------------------------------------
-- --------- ---- ----- -- --------- --------- -----------------
-------------------
-- - --- ------ — - ------
n,q Coun4f Acc&&&Pbad-__ ------------ ------ ----
-------- ----------- ------
z
2+00 4+00 6+00
............. .... .............. -- -- --- -
I -- --------
CB#2 TYPE 2 72"
STA: 5+03, 6'RT I Cap -TYPE 2 - 72"
CL SOLID LOCKING LID STA. 5+50, 461T
NOTE: (PIPE PLUG DESCRIPTION) RIM - EL = 349.13 SOLID LOCKING LID
o 370 'r, RIM EL - 349�50 - ±
CONTRACTOR SHALL. PROVIDE WATERTIGHT ...... ... :.350 - 48"SE IE= 328.18 32 . - - - -CIAIN L� IIN E 48"NW- LE= -a2& E)7 ....
PIPE. SUBMIT K-L -i- - . - - - - - -- -
SEAL FOR THE 48" fr=
oo FOR REVIEW AND APPROVAL BY THE 32737
CITY OF RENTON. ATE CROSS SLOPE = 2%
I— IIEST IQN,u
360 1... E-
340
EXISTING. TYPE 2 727--�i. ...... A I
:2 _j Of r__
Of o :2 C14
0 1
NAL, 86/91 ESTABLISH FROM CITY OF RENTON
CONTROL POINTS
"1884" = SUPERNET STATION HAFF
If2\ 6" SUMP ONLY
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(n 9 o C) C.L
I<
"1502" IN 1/4 CONRNER SEC16, T23N, R5E
/f4\ FUTURE COMMUNICATION DUCT BANK TO BE
RIM EL = 348-96
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>_
"612" NW CORNER SEC16, T23N, R5E
INSTALLED BY OTHERS.
:48"S �E- z329.iB 328.9+ t t
350 -48 °N E= 329.18
w
2
B'SE 1E- 343. 30
T
Z=
af w 00
1-
On
of
340 .� I - L -
CONTRACTOR TO PLUG END OF NEW 48" I I CONTRACTOR TO CORE DRILL SIDE
04
mzof
PIPE AT CONNECTION TO EXISTING MH i OF MANHOLE AS NECESSARY TO
fn :D W
__(SEE NOTE ABOVE Z CONNECT 48" PIPE
3�; 0 XIST 411 Cr -30OLF - 48" CPEP STORM PIPE @
ER
11 —FORATED
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(TYPICAL - EAST AND WEST SIDE
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M m
Ir
NEW PIPE
C #2
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7-
awe
D-
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b
CD
(33
4,
U)
cm
Lu
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Q Date
RECOMMENDED
FOR APPROVAL
BY
BY
1 0
NOTE: CONTRACTOR TO REMOVE AND
REPLACE EXISTING SECTIONS OF CHAIN LINK FENCE AS NECESSARY TO INSTALL NEW STORM PIPE
LA
M _AA
— — ------------------------------------------
-- --------- ---- ----- -- --------- --------- -----------------
-------------------
-- - --- ------ — - ------
n,q Coun4f Acc&&&Pbad-__ ------------ ------ ----
-------- ----------- ------
z
2+00 4+00 6+00
............. .... .............. -- -- --- -
I -- --------
CB#2 TYPE 2 72"
STA: 5+03, 6'RT I Cap -TYPE 2 - 72"
CL SOLID LOCKING LID STA. 5+50, 461T
NOTE: (PIPE PLUG DESCRIPTION) RIM - EL = 349.13 SOLID LOCKING LID
o 370 'r, RIM EL - 349�50 - ±
CONTRACTOR SHALL. PROVIDE WATERTIGHT ...... ... :.350 - 48"SE IE= 328.18 32 . - - - -CIAIN L� IIN E 48"NW- LE= -a2& E)7 ....
PIPE. SUBMIT K-L -i- - . - - - - - -- -
SEAL FOR THE 48" fr=
oo FOR REVIEW AND APPROVAL BY THE 32737
CITY OF RENTON. ATE CROSS SLOPE = 2%
I— IIEST IQN,u
360 1... E-
340
EXISTING. TYPE 2 727--�i. ...... A I
------ -----
8+00 10+00
I
-
----- --- ----
I -- - - ---- -------------------------- --- I --------- --------- ------
JAW%
370 fi
------------ -------------------------
R14111w mono 17 6 FR' Zis_s
RIM EL = 348-96
:48"S �E- z329.iB 328.9+ t t
350 -48 °N E= 329.18
2
B'SE 1E- 343. 30
T
On
of
340 .� I - L -
CONTRACTOR TO PLUG END OF NEW 48" I I CONTRACTOR TO CORE DRILL SIDE
PIPE AT CONNECTION TO EXISTING MH i OF MANHOLE AS NECESSARY TO
__(SEE NOTE ABOVE Z CONNECT 48" PIPE
3�; 0 XIST 411 Cr -30OLF - 48" CPEP STORM PIPE @
ER
11 —FORATED
C;
Z
Fy
------ -----
8+00 10+00
I
-
----- --- ----
I -- - - ---- -------------------------- --- I --------- --------- ------
JAW%
370 fi
------------ -------------------------
R14111w mono 17 6 FR' Zis_s