HomeMy WebLinkAboutS-298806� Z
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00 NOTES:
SIDE SEWERS SHOWN BASED UPON BEST INFORMATION.
I_� Norza'zo"E 2656.29' cALc. CONTRACTOR SHALL LOCATE SIDE SEWERS WHILE REPLACING MAIN _ \
N
� � � AND ALL LIVE SIDE SEWERS SHALL BE REPLACED FROM THE MAIN TO I
�- I� I APPROXIMATELY TWO FEET FROM CURB AND GUTTER SEE DETAIL 3079A.
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8i_DG. 794
\ , AS -BUILT SIDE SEWER INFORMATION SHOWN BASED UPON NOTES PROVIDED
2 s O' Y MASONAR" WILLIAMS AVE . SI z
4 FIN FLOOR= 41.0 BY CONTRACTOR AND TELEVISION INSPECTION REPORTS. INFORMATION
r \ / / u0 A PAIRENT SHOULD BE CONSIDERED ± 4'.
BASEMENT \ 2 STORY GONG, BLOCK Iz
' a PIPE SLOPE WAS CARRIED THROUGH MANHOLES. FIN F Loon 40.9 �} a
XI 10 1Y NO BASEMENT
" �'+' BLDG. /� 229 & 231 �'\
m
e _ La RIM 4112 A SSMH # 4
2 STORY MAS231-4 \
ss E (. Ecu�o) PW FLOOR d 231=40.9 E 3 avc E/1 aos RIM=40.60
r A R'8 s_ CB RnA=40.80 Flu FLOOR g 229-111 LB RIIJ-40.8D INV 8" S 33.80 v'
I ^' ° SSMH 6 'E s'PVL E/" Do N/ NO APPARENT IF rave E/6-400 ss RI' .115 \ INV 8" S 33.80
BASEMENT c C'AN N/s=3E,4
1 RIM=41.04 Ya ,,.-4.. CL CHNL=33 40 (12"E/W) I
BLDG # 22s
' B" N=38.04 SSMH
IM 41#OS 3 sroR`Y coNc eLoc.
IF 3•PVC E 4, 4
ACCESS TO FIN FLOOR 41.3 C6 R,.- aufi ss R .,�
CB RIM -4027 UNDERGROUND OL GHNL=34.88 NO BASEMENT BUT SOME °STiALr nsannLT IF 6 CO� C E-364 �G `
s s F c"CCSC E-38.9 VAULT (8" N BC 8" S) CABLE VAULTS CB FIN 47.88 - E
10
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C r� UL I UGP �11\\ COAC. 19AI K \ 00AC i0 SUTAH EF
= 03 IF 9' VC E/5=40.0 I i ➢
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CB 1111-39 9 -
°'..N OP- 4155 Ex c1 mn 0. rz-' LIF RM -4093 IF 3'aTc E/w-no.1 \ BLDG. 2.4 I _. a _
a N-38 7± I 7 STORY LONG IF N=S7-E
IF }'Pvc E/w=40.1 J STA 14+NE
I_E E v 3E. s3 IF _P - E/A RN FLOOR .41.3 GONG I�
c a. Rx. 4c3c Le Rn 4ae9 INSTALL NEW SIDE SEWER E 6 w=ma "
IE <E -3e.91 IF M avc E vl-4oz W no APPARENT IE a avc E=390
a -ca eIM=ao.43 / "=}s7 / L<a RIu al Iz TO CURB LINE OR PREVIOUS BLDG. I C _
Sol, a,�=41.Ip BASEMENT
cp IL I 3- IE a CONY V 8 a R IIS
IF N'vr-a9.o BLDG. 222 IE 3 am E/n-:o3 RECONNECT NEW SIDE SEWER DEMOLISHED
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2 STORY MASONARY a INSTALLED FOR BANK soul .n=40. Fi
E 8 S 38.1 C 2
/ / -s ------- FN FI OOR= 41.3 E CLAY 8E23 RECONSTRUCTION 15"W -36s �� h
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W/NO APPARENT ,65 IF m E }6_r, ,t a_
._3>� BASEMENT IF a' S_ i6.9 1
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SET `iSLD 50-
30' BACK cl DI1 N' IK :u
S:: GOR- BLDG EL=41_I I FE
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suL, ......... ........ ...... ............... ...... .............. ....... ........... ...... ....... ..... .... .............. ..... ...... ... ........ .... .... ..... ..... ....... ........ ......
INSTALL
LT 4.8' m _]
z e - INSTALL NEW TYPE B 54" SSMH
/ : /.S ,'o SSMFH SDraI4 RIM -.41.10 � EI8" N 34:874336 0 z W
6' NF
=37.t : RLU,-41.10 IF 8 'N=38.1 -
SPEAi ,uoT FOUND? ul a" N=35.35 IF 8 :w=38.5 IE8"S=34,0483.80
. RIU.=40J7i IL 8" 5=35.45 IF 8''5=38.2 :13-
....... ...... ...... ...........:.. `-.8' N 38.7#.. .... ... ......:........ .. IE. 4 E=38.8.. :.... ..... ...............:..... ...... ..... ...... ...... ............. ....... :....... i�E�rM"'ra'rT9"-r// ;;A a516,
...
.\ S 88 -OT FOJ \'D' IE 6' f 38.5+
\ 88 OR GASr� IF CL CHNL=33.40(12"E if 12-M
. IF 0,23 E-3894
Ic 8� CB WEST I IE 6 W-39,0 - _ '
45409] o E-38.4
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... ..III............ ..... ....... ...... .... )!E 5'. E-38,9..... _ ...... .. .... _ ...... .. s;. ............... .... ........... .. .3� ..... ..... .................. CB EAST eaSA' .... .. .. .. ....
- m RIM-39.98Ail
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lu
HE C /=37.8 �<
IF 6 N=37.8
_ : z m IF c E-39.0 w�w
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................ ........ .............. ...... ...... ...... .... ................ .... ....... .........
Ggea
27;z 6F 8 Egg
213 LF 8" C900 PVC @ 0.54% - 279 LF 8" C900 PVC P' 0.30 •4% �n
(DISTANCE IS CENTER TO CENTER):
f •1' - SSMH #6 - - 'SSMH #5 : (DISTANCE IS CENTER TO EDGE)
O
LOCATE EXISTING SSMH STAN 10+86.8 LT 5.5' - - STA 6T 12+99.5 LT 5.5' xe� an m
';.N RL.. m
30 I Ss o
T�
.. ;...PLUG .B". MAIN TO NORTH :.. ...INSTALL NEW TYPE.B 54" SSMH,:.............................................. .... .................... .. �' � I
ABANDON SSMH PER .. ....... ..INSTALL.NEW TYPE 8.54" SSMH... ....... ................ ... .298806
.. .. o=.. ..m :. � .. � :. cL G. �u-33 ] .......:.. - $ o D
S INSTALL
RIM= - - 41.35r 41.08 MANHOLE TO STICK
SEATTLE EPIIPELINE FROM
INS E 8i, -34._i..
s ! DETAIL 671A - IE 8" N=06.96 36.04 ....... el8^ N _ - TALL- IE 8 s 37..0 Z
1E Z �- � ETHAFOAM PAD BETWEEN SEWER AND WATER - � � � " � Gl
RI c.as PLUG 8" MAIN TO SOUTH : : : : : IE 8" S -35,2'L : � - "g m
E 3a.Ie - CLCHNL=34.88(8"Nl8"SI : MAINS.: ENCASE PIPE:12" ALL SIDES :MINIMUM
IF A ' S:=. _
.......................................................
WITH 2000 PSI MIX CONCRETE.
ORIGINAL SEALED 3/15/2005 MAB
"=20' :: CITY OF CENTRAL BUSINESS DISTRICT 3/14/05
BY LYS L. HORNSBY RECORD DRAWING o�:MAa 7K RENTON UTILITY REPLACEMENT "
23169 RECORD INFORMATION PROVIDED BY SURVEY AS -BUILT MAB 2/2014 m® °XEN DAI UM
AND OTHER INFORMATION PROVIDED BY CONTRACTOR JOB AT Planning/Building/Public Works Dept. SANTARY SEWER REPLACEMMENT S-2
IF oEIi
NO. REVISION BY DATE APPR "E" TM �`"" ""�1XpL -->J WILLIAMS AVE S (S 3RD TO S 2ND) ter` 3 °F12
A6S-298gS�