HomeMy WebLinkAboutW-298807STA
RT
26+10, 16
_
00 I TINS IDET TEST SAT STYPE FLING
00
/ /'T (/� I LOCATE TEST BOX AT CURB
(V v , V / I CUT AND CAP EXISTING 26+15, 15' RT
1 8' WATER TO NORTH NOTES,
CLOSE EXISTING 8' GV- �VE
STA 25+54, 11' RT 12" z 6" TEE (MJ x FL)
NAND PLUG W/ W PLUG (MJ) CONTRACTOR SHALL COORDINATE WITH SEATTLE PUBLIC UTILITIES WHEN WORKING CONNECT TO EXISTING 8" WATER 6" GATE VALVE (FL x MJ)
REMOVE VALVE BO)f AND RESTORE NEAR SEATTLE WATER MAIN INS 2ND STREET. CONTACT SPU 48 HOURS BEFOREWELLS S. I SEE DETAIL 6, SHT W-4 N FIRE HYDRANT ASSEMBLY (24' RT)
BEGINNING CONSTRUCTION WITHIN 20 FEET OF SEATTLE WATER MAIN FOR SPUt - B" x B" CROSS (FL) STA 26+10, 15' RT
1 - 12" x 8" REDUCER (FL) I z CONNECT TO EXISTING 6" WATER
STA 20+22, 11' RT PROVIDED INSPECTION. CONTACT LAKE YOUNGS OFFICE AT (425) 255-2242. 1 - 12" GATE VALVE (FL x MJ) SEE DETAIL 3, SAT W-3
> Q CONNECT To EXISTING 12' WATER MAIN SPU SHALL BE GIVEN ADVANCE WARNING PRIOR TO THE CONTRACTOR EXPOSING SPU 2 - 8" GATE VALVE (FL x MJ) I 12" x 6' TEE (MJ x MJ)
12" x 12' WET-TAP TEE (MJ x FL) WATER PIPE TO ALLOW SPU THE OPPORTUNITY TO INSPECT THE PIPES CONDITION. 1 - 12" x 8" REDUCER (MJ) 6" GATE VALVE (MJ x MJ)
30' I 12' GATEVALVE (FL x MJ) (SOUTH OF LOT & UGP) 6' 2Y VER71CAL BEND (MJ x MJ)
12' X 12" VERTICAL CROSS (MJ x FL) 1 - 8" SOLD SLEEVE (MJ) I 6" 90' BEND (MJ x MJ)
a -s WELLS AVE S, WILLIAMS AVE S, S 2ND ST.
b� 6 s s> I 12' SOLD SLEEVE (MJ) STA 20+aa, n' RT MAY HAVE 6 TO 13 INCH THICK CONIC. PAVEMENT AND OR j BLOCK AND SHACKLE / /Y 6' SOLID SLEEVE (MJ)
c SEE DETAIL 1, SAT W3 12" x 6' TEE (MJ x FL) / 1sT SnvINCS BANK ll / 30 a
6 TO 9 INCHES BRICK UNDER THE ASPHALT. z
c e E-. n2 6" GATEVALVE (FL x MJ) BLDG. ;{ 201-J0/ \ \ \\
:c I HYDRANT ASSEMBLY (18' RT) SDMH RIM-4298-1 -I EL O -4r.9 I v P 1
BLDG_ 826 IS CHAD 12" N/S 39.0
2 STORY -0ASONARY IE 6 CONC SW-39 .4 a_
2�: I AN
FIA -LGOR-43.2 IE 6' CONC SE=39.4
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1ST SAVINGS BANK
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>. 55.,.. '. C07LOT VISIBLE.. PREM
` CB RIM=42.09 - 1 Sones silo 2a7 BIG. N 70i-201 h
0. 0 AOT VISIBLE NOr.V 'I BLDG. H 225 I E 2' aovo rv.38.6� li
�� V ,GRAVEL IF 6" NW�39.9
RTL: 4c.v8 FIN FLOOR =430' F 12' LEY S-38 7
,
4�1 BLDG '{ 229-227 1/2 NO BASEMENT iE IR' cP6a .Goat
BLDG 231
P µ BLDG. 22] nsaHnu N
FIN FLOOR - 43.2 � \'
I' I c 1=:. 3 FIN FLOOR 4 -0 FLOOR =C3.1 BDG {{ 221
K BASEMENT W/BASEMNTJK FLOOR -43.6 I nsver..Er
PER OCCUPANT NJ PARTIAL v II.
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6 DEC. 6" DEG �, fi DEC GON0. I/F.K fi UUFC � 6' DECI6
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DD 230'
/ \ -LO =42.8 LDC. ^ 234 SLUG. N 230 BLDG / 226 22h o carve. YALK
=c '1� - � 5 ,GENT PEs FIN FLOOR=43.3 �, FIN FLOOR-4P L Y FIN OOR 42.9 BLDG, H 220 BLDG. 1 212 v ll N --
1 A OCCu _'V'T W/ BAS_LCN FO FIN FLOOR 43.2 v BLDG {{ 210 - 11
BLDG 232 REAR OF BLDG BLDG_ ° 216 FIN FLDGR=43.0 F'.A� FLOOR-42.3 STA 25+07 --
d NO BASEMENT A, I, N�
STA 20+35 FIN FLOOR-43,5 PER OCCUPArJI FIN FLOOR=43.1 L04vER LEVCL E_ v CP TEST STATION
Ll PER OCCUPADT NO BASEMENT SIDE BLDG Y '' J)a c=1
SD H re,v,-<zss ANY CONSTRUCTION ACTIVITY INSALATID FLEX COUPLER I ,
1 W/RESTROOMS SEE DETAILS -SHEET W-6 I
s ..w.2 SOUTH OF THIS STATION I CB RIM=4266
11 ,.cyz a SHALL HAVE A FINAL PATCH . oeniry w/3 vvc EXISTING 6" CAST IRON IF 6' N\"J=4p_g [LEv.=40.4 WATER SERVICE BLDG. :/ 205 cs re,u-arsi
�T a OR A FINAL LEVEL TEMPORARY ro soErvnsx rw_ WATER MAIN ABANDONED REPLACEMENT TYPICAL �E 6" co�uc vl=3s.e /'
E 6 say_ 391 PATCH PRI TO JULY 18, 2005 E. smE ACRD IN PLACE (TYPICAL) EIN ELOOR=42.3
QR I MATCH EXISTING SIZE
aouom 37 am SAID PATCH SHALL BE CONSIDERED (SEE DETAILS 8106 & 8107.1) STA 25+38 (11' Rn
`- 8 <z., INGDENTAL, TO BID ITEM A33 I STA 23+18, 15' RT REMOVE OLD METER BOX 12" x 6" TEE (MJ x FL) CDAH RIM 21
s �,;_ ,,,z 1 12' x e TEE (MJ x FL) RESTORE SIDEWALK 6" GATE VALVE (FL x MJ) I Ili
iF Cl CH 1 12 5/W=37.6
12" GATE VALVE
( ) FIRE HYDRANT ASSEMBLY (22' RT)
MJ x MJ
STA 23+00 (10' RT) 4" GATE VALVE (FL x MJ) C
I� ILa:c
12" x 6" TEE (MJ z FL) 2 - 4' 90' BEND (MJ x MJ) I nQPHn`r I�
6" GATE VALVE (FL x MJ) 4" SOLD SLEEVE (MJ) 30',' K 30�
FIRE HYDRANT ASSEMBLY (23RT) MEGA LUG & SHACKLE ROD li
--- THRUST BLOCK
I 1 STA 2616
- I
30'CONNECT TO ST 4' W CP TES STATI N
@S 7} 0
BM 966-56.6 � ' I SEE DETAIL 27 SHT W3 I - ' BOTH VALVES HAVE
SET CASED SQ. IN BK INSULAIED GASKET KITS
1, OF SIDEWALK 0 SW COR.
2' SQ. COLUMN EL=43.04
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s 21+00 22+00 23+00 24+00 25+00 E20
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IE o CC:C SE-38.2 : : : - - CB WEST SDMH RIU=4298 - - 04 -to
IF 6 CONC NE-382 - - _ RIM-42 09 IE CL GiAN 12" N/5=39.0 PROVIDE 953 OF PIPE JOINT
BONDING &CATHODIC N
IE 6" NE-39,9 IE 6'' CDNC SW-39.4 : : F : PROTECTION _ Q
-: : - IE 6" CONC SE- 59 - - - - V)
5 `. OT !1513'. r. V1
RII%�- 3,.8i : : : CB EAST
.. .3 \ S@./r:........................ .. .... ..... ....... ...... ..... RIM=49.56 SSUFI RI+/=4296 ..... .............................. ....... ... RI= 7.0
IF 6"-NN -40.8 Of CHAN 8" Y/S-36.8 ........ ............ .... ..... .. ... 4 .. .........
- SDMH RIM=42.87 : : SSCW PI 42_C3_
. - - - - 1 12 CONC N=38.6. C'._ CHAIN 2' /31 342
45 T CDNC S-38,7cc................. ......-- ..... .. .............. ..... ......
............ ....... 5 ....... ... ........
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_ 4' MINIMUM COVER TYPICAL I'
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C2 : RIM=41.40 1
w IE _ O_Z _ : : IF 6' CDNC E=38.9 -
= orc 6::\ -09.9 : : : : : : : : : : : : : : INSTALL 5953 LF 10 DI. CL 52 WATER UNE - IF 6" Cour =39.2 I' -
300
..off. -- ---- -------------- - _ ... ......... ............ ........ ...... .... .... .:... N7TH P.:. AP ....:.........:... .. .:. .RCB EAST .. .... 1.1.! ... .... .....
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IM
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1.37
o m qL880
l IE 6' CONC W-398
CONNECT TO EXIST -
- CONNECT TO IXIST'6' Cl W
DETAIL 6 SAT W-4
8" Cl WATER ANp DETAIL 3 SAT W-3
- - - - - SEE DETAIL 6 SAT W-4
......... ........................................
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ORIGINAL SEALED 3/15/2005 1"=20'''�' �� CITY OF CENTRAL BUSINESS DISTRICT 3/14/D5
RECORD DRAWING UTILITY REPLACEMENT
BY LYS L. HORNSBY AG R E N TO N
� RECORD INFORMATION PROVIDED BY SURVEY MAB wve u�
23169 MAB 2/2014 omaa DATUD4
AG n�orElI Planning/Building/Public works Dept. WATER MAIN REPLACEMMENT W-1
AND OTHER INFORMATION PROVIDED BY CONTRACTOR AS-BUILT
N0. REVISION BY DATE APPR rrcnven: 5f1 AC0RDNGY
WELLS AVE S (S 3RD TOS 2ND) 9'Er. 6 °"12
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