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SANITANY-SEWERlASEMENT �Nl 64. 'DO k�' 15
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SOUTH _R" L D/w I
(D
S. 43RD ST (D
AC
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SAN ARY SEWtR-.EASE 4 T ABANDON EXISTING 17
P; L UG NO ABANDO
EXIST G MH 8" SEWER LINE
THE EAST 83.21 .............. .
RE NNEL RIM
rlj� MANHOLE F6 A W ABANDON PER PLAN
CONNECTION FRO
PLUG AND: ABANDOlt-8' TO THE
T SOUTH. IE K SOUTH AND WEST.
PROTECT THE DO REAM REMOVE RE TOP SECTION OF CONE TO A MINIMUM 3'
PiPE FROM ANY CRETE -B - - ----- • 8 ELOW PROPOSED FINISH GRADE. FILL AND COMPA;,T !
OR GROUT DER S INSTALL - THE MANHOLE WITH CLASS B' PIT RUN TO 957
IGHT MA H LE LID
ROADWAY TO CITY OF RENTON STANDARDS AND
j-
SPECIFICATIONS.
- ----- -----
i n
#2 STA D lif76.9, 35.5'RT=
WESTERLY R/W
TA 0+99.45, 2'RT
DAVIS AVE S SANITARY SEWER EASEMENT
NEW MH 48' DIA.
PERKANENT SANITARY I co I RIM = 93.97 IE = 76.82 IN
.-f'SEWER EASEMENT g IE = 76.41 OUT BUILDING
STA 0 11+80.50, 32.98'RT
- ''•' -- ---------- -- STA 1-00.00 SANITARY SEWER EASEMENT
`, SEWER E O _ _ 7 F "SS.-- STA D 11+92.3, 8.8'LT
N 89007' 471�'w 182.46' *1 EXISTING SS MR _ NOTES
— — RECHANNEL EXISTING MH
STA TU 11+74.57, 57.86'RT= tR RIM 95.28 I. THE PROPOSED SEWER SHALL BE
IE 81.63 IN INSTALLED, TESTED, AND ACCEPTED PIR!GR
TA 2+82.75, AP & IE 91.28 OUT TO ABANDONING EXISTING SEWER MAINS:
SANITARY SEWER EASEMENT
EX 9- SS
--------- - . .......... ......
#3 STA TU 11+75.1, 54.0'RT=
TA 2+80.65, 2.5'RT
SANITARY SEWER EASEMENT PLUG AND ABANDON 8° FROM THE NORTH.
TOP OF BANK RECHANNEL THE MANHOLE FORA 's.'w'vq
NEW MH 48" DIA. .10 !2�
RIM 96.23 NEW CONNECTION FROM THE WEST ai
IE 75.73 IN
IE 75.66 OUT
w a
B'DI CL nO
100 1 Ca I:— SEWER pTpr
----------------- ....... . .... ... ......
.......... ...... ...... ......... ................. ------------ - ................. ------ -- ------------ ---------------- .................. ...... ------------ ........... ................ ............
F "n ------ ........... ................. .............................................
EXISTING GRADE
20' STEEL CASING
GRAVEL PARKING
95
................. --------------- �ff= .7� ......... ...... ................. ............
........ .. .... .................................... ......
......... .............
— — — — — — — — — — —
II PIPE SUPPORT RUNNERS
CALPICO MODEL
OR EQUAL
a a
— -
--------- ----- ............... ------- ........................................... ................................ ----- . ..................
.. .. .. .... ... ............. 6:'AS- B-T"---: ---------- . ......... --- ----------------- ----------------- j ----------------- ......... ------ ----------------- . .. . ..........
INSTALL 50:LF OF 20'TD
w w R/W SECTION A-A
STEEL CASING AND
S 43RO ST NTS
CONNECT TO: MANHOLE L4X4X3/9 IRON
85 AS SHOWN IN DETAIL
WELDED TO CASING
..............
......... ....... - --------- ---- ------- ------- -------------
AND BOCT-ED To MH
AT FOUR LOCATIONS
7-
..................................... ...... .. ... ...... .............. .............. ........ ------------- ................. ................. ------ - ---- -- .. ........... . ----------- . .. ........ .
. ....... ...... ......... ...................... .................................... ......... ----------- .............
A II EXISTING
EASING
II
L
75 -j-
...... -----
---------- --- ..... ..... .. .. ................. ---- -- -
- ---- -------------- ----- - ............ ... — — — —
S=0.39Y MANHOLE
0.3 137.1:LF 8" DIA O.I. CL 50 ::
DI CL50 L ? w
178*6 LF 8' DI:A D.I. 0.1. CL 50 S= 8x
w
PIPE
EX ISIING
70
7n
------ ................ ............. . .............. .............. ........ CASING DETAIL
................................... ....... - ... .... ..... ......
NTS----- - ---- ......... ------ - -- --- ------- q - ------ -- .............
------------ ........... . . --------- - ----- - --------------------------------- ............
----------
....... ............................... ............. ............ ................. ................. ........... .................. ......... .......... -------------- ----------------- ................. ................. ......................... ............. .................. ....
5 ID 15 FEET n 0 20 40 &0 FEET
CITY OF RENTON
HORIZONTAL SCALE= 1'=20- DEPARTMENT OF PUBLIC WORKS
:VERTICAL SME: 1- w w
BUILDING
SOU71111 43rd SWEET
............... ------ -- --------- . .. . ......................... - ....................... ------ - --------------------- -------------------------------- ................. : I I
.............. ....... n CONSIN TING
ENGINEERS SANITARY SEVER RELOCATION
uu AND
PLAN AND PROFILE
ENGINEERING COMPANY PLMRS AIL OATE: As. ����: u— laorm 3-27-91
RHG
------ ------- - - -- ---------------- ----------- -- - ----- -- --- 7 . ............................... -------------- ................... ...................................................................... w ................. ................. ISCALE• AS SHOWN npmiw, 40. ss-1 A1�'E0 pf"n
WwP 'J 7—.Rlojpl SEATTLE WASHINGTON
No. 4 7 v 81
REVISION
ADD CONTROL DATE 4 -4-91 PLOTTING DATE $sS$DATE$$$$$Ms SDGNSPEC*012345678901234567890 SUSERNAMES"
01346c182.rDb $$FIl-E$$"$$$$$$$sS$s$$$$ *SYTIMES901234567
ROLL 1 52ro'
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