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HomeMy WebLinkAboutzW-2988SetSTA 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 ')j° 1ST SAVINGS BANK c >. 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. / cB Run as.4oBASE1 -� -� - - - - - - A\\\\\\\\\\\A\\\\\\\A\\\ \\\ A\\ \\\\A\V�� V\\\\\\V VIA BASEMENT \\11\CD PANT1 _ AA AVA�� O nsPH„ir \a IF i COA'C. Ae.LR SPtlAL R-4 CLNC S u JB.1 - - IE 6 COON(, V-_59,2 �_ --- --Ucr r II \II 6 CO r.o.-i r -- -- - _4 �.. / r p�, �-v- FO [ - �-IN ELoo- ro _ - o. 3. \ a nrvrea sox, rvc vlaLL v _ - �_ -F.O. �--I-n r COAG l'IFLK _ / cUree N �urrE�r-�' -� \I \ � �..... ❑ '- 'V !/ �_ -- °---.---- .-. _ _6" oEn_crrv,u_` p �rc� _ _ �_'�_ _ O _ _ a. p r.o_-r ti - 1r--I Y"xY X T u -- _ � - v � -� CO\L !TIL% - 1 / --ss-- c _.-.-._ (- D! cuao a car Ere -._- ❑ -oc-_ ._ C - L C .-�. i� - _ -. NO1`29'08"E - e � c _ (s' ocncrvmED>- 'y G 560.16 I - ■- 1595 o - I'i LF 12' DI CL 52 W/ POLYWRAP -so_ 8 - ��/`- y _ _. L \., _ _ - ^ _ 6L= x s a _ w N1ANQ4tlm _ _A rureR &� rt[ a � ! - 5 12' � Y' i + ' ��� J � \I' �✓ _ � �. Y _�L F- L -� � AB,WOONm _ '. � � I V=P so - - - 6 irE� _" CUR9 & 6 DEC. 6" DEG �, fi DEC GON0. I/F.K fi UUFC � 6' DECI6 � 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 I ' I N I , CUT & GAP , I I Ewsr 6" w I TO SOUTH ! II i I 1 s 21+00 22+00 23+00 24+00 25+00 E20 ............. ............ 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 ....... ... ........ ................ ....... ....... ........ .. .. ... ... ... _ - TS, TS _ 4' MINIMUM COVER TYPICAL I' 40 (. JIT 1 '} ) ,,. _ I 35 : - - - - - _ III TSC�,!I­i I 5s.. ...... ....... ...... ....... ... 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.! ... .... ..... E 1-Q IE 'S 09.1 IM OLYWR IF 6' CON( W=38.9 `/`V// 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 ......... ........................................ mw I 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 W-2�88W1 �tI r - o C C m g m m m gDz m za u n "� T C H S' O m gDz za u om "� o >y r D a� MZ m N GGG N Nom° N 6>a Z^ 0 3 � Y/ W ' z 0 3 z m a 0 n I C S' m gDz za u m "� >y r a� MZ m N J 0 Nom° N 6>a \O 0 3 � Y/ - W ' z -7 I r S' mo m ➢o D a� m N D /� ]I m Y/ - DO OTO cf Z m 2 0) --L- _ _ 130' to 30' I1,~i �U qT O Tm i i D �CPA ZI' Ia BLDG.# 201 0 2 STORY COnQ BLOCK U IZ j FIN BOOR -40.9 ) IT III Ir ss In cJ:KC# IN c 85_ NO BASEMENT ' i" A, v. ' rn # I NOI'28'20"E 2656.29' CALC. BLDG #I 2 SSTOPV 1 74 ARY 2 WILLIAMS AVE. S. flus oR4 11, .9 / NO APPAIRENIi BASEMENT I� BLDG. # 229 & 231 '\ 2 STORY IIA ONARYcB RN -11 19 FIN F OOR d 231=40.9 \ E 3 -PVC E/vn403 Ca RIn-4080 FIN F 004229-41.1 F ca relyC C/11 E 3wc E/+v-40.0 BA FM APPARENT 3'P c e/v/=no.o C C, I111' -/l 25 BASFM¢\T � c G+2n N/5 35s BLDG. ° 22.5 3 STORY GONG BLDG. ACCESS TO FIN FLOOR 41.3 1B aun-4an UNDERGROUND NO BASEMENT BUT SOME ASPenLr \ IE 6 colt E -s8., a CABLE VAULTS CR RI;" -4108 _ j VAULT E=3a.9 ;/225 a'LONC To s01.IB I �'.-11 y- E 3"Plc FES 40 8 s„ a'6EL (/ �. ITA -40 3 7 UA costvnLrc C 1 F I! 3 PIC qs-4a _ i -ti1cP _ _ ucP\ \ SII abet a.OEL. s'Bec. uca \_ ._© \' a E cunvrI •�. !-EVGP/r S -.�� _ __ \ L. I 6'oea s'ME' . \UI -_- ticrc.-. - _ _ __4-u5 i�-. -�I (�� I ccNc. vu.Lz lo'oEc. M -_IIT-� burro -- r - unel� eL �- �.,�_ I AmKALi Ronownv _- -.-_ --- -.---�. � � - _ _Z- jo- '_--ss _-.-ss-_-. __oL crrvsc_ ucvo� crc -L v�- O o 101'2 T34"E +� - .. � _ ' oncrl /F c DI _ u � ! t 0gC7c D AN/ B C _ �--' _- asPMAEi Ronowmir- aocc � � "s _ �_- /-._-ucr-_ -__1-couacea_vo9,�o�-mac *�'R W � CONC. ;'/ALK c _. cr G f' 6 EEC Y fi DCC_ E�..:- TT - ❑ .. .-Uc:- - _Uci1 Gx1S} 12 ETC !j : .z.Oec. _ OLi _- -t� 1/ A s i=- s oEc nsrnnLr -oEc_c �---- / U V e / s ;�. 83 T , tau ,.nix "OE¢ �, _6 2 Oa "' �.¢ V I� 3"Plc ERY 403 E o� N LNK FNG L iii 1 0 a ! E CB ftiM=40A3 NEW DMV AY �n-B �iE aL r© m b AV .c PR c9 s R,:.v IF 6'cLnv w=39.o sGO SOC nsPreAE, er OTHERS ccrvc. 1 z Y CB RIM -40.92 EX.G STORY ..ASOVARY IN F_003= 41 55 Ex CB RIm ao.ntJ CB reun-0093 IE a'Pvc E/vi=<o.1 BLDG. /; 114 STORY CONC B Run -39.80 IE 8'N -3R.]} IE 5 PVC E J!=<V.1 IE 0"N 37 - _ BASE.:ENT IE 6^w=atlsm / cB mu -40.98 RN FLOOR- _ CONc. �. I�� G -. 1030 LB Elm- 40.59 IC6V3#.8 I! 4'E=38O,: IE S PVC E/VI=40.2 NO APPARENT _ RA IT 4"PVC E 39.0 I CB RIL1-00.03 IT TRE -39.] - CR RIM -41 PREVIOUS I _ a v.=as' ' E OUS 9LDG. _. BAS .HENT sol.m Rllr .uo f _ o- L. 4"w=aes BLDG. ' 222 IF 31 vc EA.-no.3 DCMOLI SI ICD I DO '.0 _... _ 365 2 STGiV MASON ARY IF 9 9 _8.1 SACEI RIM=40.65 IE a e-3aa os i-- I FIN FLOOR 41.3 � n I _� IF 8 5 3g2 IE ISE 36.6 _. _ a _ _ _ ---_ ___ VI/NO AP'ARENT IE e cosC w=063 � If �9E=36.6 C-371 BM 666-56.A BASE NI -ENT IE 8" s=36.9 IIp SET CHSLD S0. @ h IA BACK 0. SIDE.._LF C Lo u I I 30' _ � n � II I S:! COR. BLDG EL_41.11 WATER IMPROVEMENTS FROM THIS SHEET I CROSSING AT 2ND STREET WERE DELETED m ( ) FROM THE PROJECT. THE WATER MAIN p ,v; EXTENSION ACROSS SOUTH SECOND STREET WAS INSTALLED UNDER PROJECT WTR-27-3226. N /c I THE WATER MAIN BETWEEN S 2ND AND S 3RD I ~ WAS INSTALLED UNDER PROJECT WTR-27-3165. "EXISTING" SURFACE FEATURES SHOWN ON THIS SHEET FOR WATER (VALVES, HYDRANTS, �I I METERS, ETC.) ARE LOCATED BASED UPON THE I AS -BUILT SURVEY PERFORMED FOR THISm I�- -- -- I ------ I- ---- ----_-__. __...._ --- - - PROJECT (WTR-27-2988) IN 2007. - ---- - I----..._ ____.---- -------.-1- cYlj I 2+00 14+00 15+00 ............. ........... 13+00 ..................................... ... ... .. o ................. m 'A-5 to : : : : : : : : : : : : : : : : : : : : : 6� 36s - - - _ DO PROI 371 OF PIPE JOINT /L/36 S5MH SDON RIM=41.10 BONDING h CATHODIC 6' NE --7.1 : : : : - - RIs=aL2S- IE 8" N=38.1 Q PROTECTION : Q SDMH (NOT FOUND')_ : : IE 8' \1-35.35 IE 8 W 385 N : F \ _ RIM 40.77± _ IE_ 8' 3545 IF 8''5=38 2 : CB `x006 : to IE 8. N -SS 71 .. ............. ....... ...... ..... ...... . E 4":E 38.8. . \ 21 4088 CB(EAST)IE 6 W=38 5± 8 VI ... o RIM -40 23 IC 6 E=38 9± IE 6" fN=39.0 _ CB EAST . 'EST' RIU=39 98 . 45 p.z/ r e' n si CB b ..i. ... ................ ....... ...... .. 1E .6 E=389 .... ....... ...... ... _ _... ... - .... a .. ....... ...... ..... ...... _..F...... ............. ............. T4 E 390.... .. ........ r ^ I . - - - - -- - - - - - - -- - - - - - - - -- - - - - - - - -- - 40 . u �-- 35 .i. .-. SEE DETAIL 7 SHT W-4 FOR PROFILE INFORMATION 30 1 S RI 4, 85 .......................................... ....... ........................................... .... ..................... .... ......... ..... w_. .�... CL C.',... ..7..... 8 3._ SB."r. IE 8=34 C: : 1V . jo E o CE 338.10 : : : : : : : : : : : : : : W=2988,08 E " s:v 1"=20" Xp@u19°7a't :: CITY OF CENTRAL BUSINESS DISTRICT �� 3/14/05 ORIGINAL SEALED 3/15/2005 RECORD DRAWING WATER PROPOSED ON THIS SHE WAS NOT CONSTRUCTED MAB 2/2014 AG R E N TO N BY LYS L. HORNSBY RECORD INFORMATION PROVIDED BY SURVEY_7147°PM UTILITY REPLACEMENT AND OTHER INFORMATION PROVIDED BY CONTRACTOR ADDED NOTE -DWG SHOWS SURVEY OF EXISTWATER AS MAB oxE 23169 PICKED UP DURING AS -BUILT SURVEY FOR PROJECT oma DATUlv1 AG IF WFC 1� Planning/Building/Public Works Dept. WATER MAIN REPLACEMMENT W-2 N0. REVISION BY DATE APPR "�""� " WILLIAMS AVE S (S 3RD TO S 2ND) 9"" 7°"12 /�6vw-coW-8c388w8 cf Z m 2 O 9 to I1,~i qT O Tm i i D ZI' BLDG.# 201 0 2 STORY COnQ BLOCK I� IZ FIN BOOR -40.9 {} - A, NO BASEMENT ' i" A, v. ' rn Iu' IE OP c -4r4 nmrovLr ca 'tn-10.06- � �"� m # <085 I 1B aun-4an UNDERGROUND NO BASEMENT BUT SOME ASPenLr \ IE 6 colt E -s8., a CABLE VAULTS CR RI;" -4108 _ j VAULT E=3a.9 ;/225 a'LONC To s01.IB I �'.-11 y- E 3"Plc FES 40 8 s„ a'6EL (/ �. ITA -40 3 7 UA costvnLrc C 1 F I! 3 PIC qs-4a _ i -ti1cP _ _ ucP\ \ SII abet a.OEL. s'Bec. uca \_ ._© \' a E cunvrI •�. !-EVGP/r S -.�� _ __ \ L. I 6'oea s'ME' . \UI -_- ticrc.-. - _ _ __4-u5 i�-. -�I (�� I ccNc. vu.Lz lo'oEc. M -_IIT-� burro -- r - unel� eL �- �.,�_ I AmKALi Ronownv _- -.-_ --- -.---�. � � - _ _Z- jo- '_--ss _-.-ss-_-. __oL crrvsc_ ucvo� crc -L v�- O o 101'2 T34"E +� - .. � _ ' oncrl /F c DI _ u � ! t 0gC7c D AN/ B C _ �--' _- asPMAEi Ronowmir- aocc � � "s _ �_- /-._-ucr-_ -__1-couacea_vo9,�o�-mac *�'R W � CONC. ;'/ALK c _. cr G f' 6 EEC Y fi DCC_ E�..:- TT - ❑ .. .-Uc:- - _Uci1 Gx1S} 12 ETC !j : .z.Oec. _ OLi _- -t� 1/ A s i=- s oEc nsrnnLr -oEc_c �---- / U V e / s ;�. 83 T , tau ,.nix "OE¢ �, _6 2 Oa "' �.¢ V I� 3"Plc ERY 403 E o� N LNK FNG L iii 1 0 a ! E CB ftiM=40A3 NEW DMV AY �n-B �iE aL r© m b AV .c PR c9 s R,:.v IF 6'cLnv w=39.o sGO SOC nsPreAE, er OTHERS ccrvc. 1 z Y CB RIM -40.92 EX.G STORY ..ASOVARY IN F_003= 41 55 Ex CB RIm ao.ntJ CB reun-0093 IE a'Pvc E/vi=<o.1 BLDG. /; 114 STORY CONC B Run -39.80 IE 8'N -3R.]} IE 5 PVC E J!=<V.1 IE 0"N 37 - _ BASE.:ENT IE 6^w=atlsm / cB mu -40.98 RN FLOOR- _ CONc. �. I�� G -. 1030 LB Elm- 40.59 IC6V3#.8 I! 4'E=38O,: IE S PVC E/VI=40.2 NO APPARENT _ RA IT 4"PVC E 39.0 I CB RIL1-00.03 IT TRE -39.] - CR RIM -41 PREVIOUS I _ a v.=as' ' E OUS 9LDG. _. BAS .HENT sol.m Rllr .uo f _ o- L. 4"w=aes BLDG. ' 222 IF 31 vc EA.-no.3 DCMOLI SI ICD I DO '.0 _... _ 365 2 STGiV MASON ARY IF 9 9 _8.1 SACEI RIM=40.65 IE a e-3aa os i-- I FIN FLOOR 41.3 � n I _� IF 8 5 3g2 IE ISE 36.6 _. _ a _ _ _ ---_ ___ VI/NO AP'ARENT IE e cosC w=063 � If �9E=36.6 C-371 BM 666-56.A BASE NI -ENT IE 8" s=36.9 IIp SET CHSLD S0. @ h IA BACK 0. SIDE.._LF C Lo u I I 30' _ � n � II I S:! COR. BLDG EL_41.11 WATER IMPROVEMENTS FROM THIS SHEET I CROSSING AT 2ND STREET WERE DELETED m ( ) FROM THE PROJECT. THE WATER MAIN p ,v; EXTENSION ACROSS SOUTH SECOND STREET WAS INSTALLED UNDER PROJECT WTR-27-3226. N /c I THE WATER MAIN BETWEEN S 2ND AND S 3RD I ~ WAS INSTALLED UNDER PROJECT WTR-27-3165. "EXISTING" SURFACE FEATURES SHOWN ON THIS SHEET FOR WATER (VALVES, HYDRANTS, �I I METERS, ETC.) ARE LOCATED BASED UPON THE I AS -BUILT SURVEY PERFORMED FOR THISm I�- -- -- I ------ I- ---- ----_-__. __...._ --- - - PROJECT (WTR-27-2988) IN 2007. - ---- - I----..._ ____.---- -------.-1- cYlj I 2+00 14+00 15+00 ............. ........... 13+00 ..................................... ... ... .. o ................. m 'A-5 to : : : : : : : : : : : : : : : : : : : : : 6� 36s - - - _ DO PROI 371 OF PIPE JOINT /L/36 S5MH SDON RIM=41.10 BONDING h CATHODIC 6' NE --7.1 : : : : - - RIs=aL2S- IE 8" N=38.1 Q PROTECTION : Q SDMH (NOT FOUND')_ : : IE 8' \1-35.35 IE 8 W 385 N : F \ _ RIM 40.77± _ IE_ 8' 3545 IF 8''5=38 2 : CB `x006 : to IE 8. N -SS 71 .. ............. ....... ...... ..... ...... . E 4":E 38.8. . \ 21 4088 CB(EAST)IE 6 W=38 5± 8 VI ... o RIM -40 23 IC 6 E=38 9± IE 6" fN=39.0 _ CB EAST . 'EST' RIU=39 98 . 45 p.z/ r e' n si CB b ..i. ... ................ ....... ...... .. 1E .6 E=389 .... ....... ...... ... _ _... ... - .... a .. ....... ...... ..... ...... _..F...... ............. ............. T4 E 390.... .. ........ r ^ I . - - - - -- - - - - - - -- - - - - - - - -- - - - - - - - -- - 40 . u �-- 35 .i. .-. SEE DETAIL 7 SHT W-4 FOR PROFILE INFORMATION 30 1 S RI 4, 85 .......................................... ....... ........................................... .... ..................... .... ......... ..... w_. .�... CL C.',... ..7..... 8 3._ SB."r. IE 8=34 C: : 1V . jo E o CE 338.10 : : : : : : : : : : : : : : W=2988,08 E " s:v 1"=20" Xp@u19°7a't :: CITY OF CENTRAL BUSINESS DISTRICT �� 3/14/05 ORIGINAL SEALED 3/15/2005 RECORD DRAWING WATER PROPOSED ON THIS SHE WAS NOT CONSTRUCTED MAB 2/2014 AG R E N TO N BY LYS L. HORNSBY RECORD INFORMATION PROVIDED BY SURVEY_7147°PM UTILITY REPLACEMENT AND OTHER INFORMATION PROVIDED BY CONTRACTOR ADDED NOTE -DWG SHOWS SURVEY OF EXISTWATER AS MAB oxE 23169 PICKED UP DURING AS -BUILT SURVEY FOR PROJECT oma DATUlv1 AG IF WFC 1� Planning/Building/Public Works Dept. WATER MAIN REPLACEMMENT W-2 N0. REVISION BY DATE APPR "�""� " WILLIAMS AVE S (S 3RD TO S 2ND) 9"" 7°"12 /�6vw-coW-8c388w8 cf Z m 2 O 9 to N= qT O Tm i i D E= i 00 00 & rn �o N Lu Lu M z �� h3 2 b� W O Q Oh �Q Q til OI. ? SIM %C h2 h'W N , ti titi N ti W ti� ti¢ ti W hIa �y N 10 hW ¢ 30 h hU 3 3 h h hW hti h 3 WIC- W.> hid tiW W W k kO W k W k ¢ k km >c> k O ~`` tiW ryW h 2� W WO 2 W 2 W W WW WU W d h2 .,h J\25' C V O ® INSTALL WIRES IN i" PVC CONDUIT (TYP) ' c u 4.5' Cf t GALVANIC GALVANIC s.a' c ANODE ANODE O !!7j STA 25+1 $ 15' RT 12" INSULATED FLEX48LE COUPLING 66" STEEL CRPL rya DEFLECT 12" DIP WATER STA 26+10, 15' RT TEST STATION — TYPE F1 STA 25+54, 15' RT DOWN 9" PER 20' TO 12" INSULATED FLEXABLE COUPL/NG STA 26+13, 15' RT LOCATE TEST BOX AT CURB AFTER SATISFACTORY RESULT OF BACT CLEAR FIBER OPTICS TEST STATION — TYPE F/ TESTING AND CONNECTION BEGIN JOINT BONDING TO SAMPLE, REMOVE TEMP PLUG LOCATE TEST BOX AT CURB TO EX/STING 6" NORTH CONNECT TO EXIST 8" MAIN WITH _ PER DETAIL 3 SHT W-3 SEE DETAILS — SHEET W-6 8" X 8" CROSS (FL) - BEGIN JOINT BONDING TO SOUTH () 12" x 8" REDUCER FL STA 25+68, 15' RT INSTALL SEE DETAILS — SHEET W-6 8" INSULATING FLANGE 12" GV (FL x M✓) GROUND LEVEL TEST STATION 8" GV (FL x MJ) TYPE FF ON BOTH SPU AND INSTALL 2 DEADMAN THRUST BLOCKS 8" SOLID SLEEVE (MJ) RENTON WATER LINES LOCATION APPROXIMATE AS SHOWN 8" SPOOLS AS REQUIRED TO LOCATE TEST BOX AT EXACT LOCATION TO BE APPROVED BY COMPLETE FINAL CONNECTION CURB (AT STA 26+101) ENGINEER IN FIELD ALL FITTINGS TO BE - SEE DETAILS — SHT W-6 SEE DETAIL 5 SHT W3 WATER MAIN CONSTRUCTION SEQUENCING: RESTRAINED WITH WIRE WELD CONNECTIONS TO ALL FITTINGS SHALL BE RESTRAINED WITH 4 — 1" SHACKLE RODS CRPL #3 BY SPU 4 —1" SHACKLE RODS 1. CONTRACTOR SHALL POTHOLE AND VERIFY THE ACTUAL VERTICAL AND HORIZONTAL LOCATION OF ALL EX/STING PUBLIC AND PRIVATE UTILITIES AS SHOWN ON PLANS (NOTE THAT EXIST WEST AND AS LOCATED IN THE FIELD BY THE OWNERS OF SAID UTILITIES PR/OR TO THE HAS 90' BEND DOWNN JUST — INSTALLATION OF THE NEW WATER MA/N. WEST OF TEE) - DESIGN SHOWN AS APPROXIMATE. ACTUAL FITTINGS AND LAYOUT SHALL BE AS REQUIRED TO COMPLETE THE NEW MAIN AND CONNECT/ON. O WELLS AVE. S. & S. 2ND ST. WATER CROSSING THE CITY RESERVES THE RIGHT TO MODIFY THE CONNECTION DETAIL(S) TO CLEAR HORIZONTAL SCALE 1" = 4' ANY CONFLICTS WITH EX/STING UTILT/£S BASED UPON THE POTHOLING INFORMATION VERTICAL SCALE 1 " = 4' PROVIDED BY THE CONTRACTOR. 2. CONTRACTOR SHALL INSTALL THE NEW 12" D.I. WATER MAIN FROM S 3RD STREET TO S 2ND STREET PER TEST/NG DETAILS. J. POLY PIG, PRESSURE TEST, CHLORINATE, FLUSH, AND TAKE BACHERIOLOGICAL SAMPLE OF NEW MAIN. 4. AFTER SATISFACTORY RESULT OF BACT SAMPLE, REMOVE TEMPORARY BLOCKS AND CONNECT TO EXISTING MAINS PER DETAILS 1, 2, 3, & 6. 0 0 00 h ¢I W Q= W R + N b ^ W~ h ¢ W HIS tim ro ~m �I•� b > ti0 tiW> W` UO WW IOW HU hU H jH H H H hW �C WU h0 ti 2 iW WO W WO �W iW W Wh W Wm ~~ J� jti �U W Ls" c o INSTALL WIRES IN 1 " PVC CONDUIT 5' c 0 -- O 6.8" C GALVANIC Lji 66" STEEL C PL y3 I GALVANIC GAL ANODE STA 16+01, 15' RT ANODE TESTING AND CONNECTION TO EXISTING 6" STA f5+611, 15' RT PER DETAIL 8 SHT W-5 CONNECT TO EXIST/NG 11" FLANGED GATE VALVE STA 15+981, 15' RT W/ 12" INSULATING FLANGE STA 15+69 STA 15+741, 15' RT 12" INSULATED FLEXIBLE COUPLING EXTEND 12" WATER W/ INS T INSERT CLEANING "POLY PIG' NORTH INSTALL TEST STATION TYPE F1 D LEVEL TEST STAT/ON (NORTH) TEST BOX IO CURB 12" 45' BEND (FL x MJ) TYPE FF ON BOTH SPU AND 12" TEMP PLUG (MJ) 12" 45' BEND (MJ x MJ) RENTON WATER LINES 12" TEMP PLUG (MJ) BEG ONDING TO SOUTH ALL FITTINGS TO BE REST LOCATE TEST BOX AT W/ 2" TAP & BLOWOFF ASSBLY INSTALL DFADMAN THRUST BLOCKS SEE DETAIL V-6 4 — 1" SHACKLE CURB (AT STA 15+981) BLOCK AS REQUIRED LOCATION APPROXIMATE AS SHOWN THIS /� CROSSING NOT INS TA L L ED INSTALL GR O L TEST SEE DETAILS — SHT W-6 FLUSH MAIN EXACT LOCATION TO BE APPROVED BY TMJ STATI Fl WIRE WELD CONNECTIONS TO AFTER SATISFACTORY RESULT OF BACT ENGINEER IN FIELD ^ �` TEST BOX AT CURB CRPL /,/3 BY SPU SAMPLE REMOVE TEMP PLUGS SEE DETAIL 8 SHT W5 A J PA R T OF THIS PROJECT. GlN JOINT BONDING TO NORTH CONNECT 12" MAIN WITH ALL FITTINGS SHALL BE RESTRAINED WITH �° SEE DETAILS — SHT W-6 12" SOLID SLEEVE (MJ) 4 —1" SHACKLE RODS SEE W TR -2 7 - 322 6 12" SPOOLS AS REQUIRED TO COMPLETE FINAL CONNECTION COMPLETE 4 — 1" SHACKLE RODS ACCROSS NEW PIPING O HWILLIAkS AVE. S. & ORIZONTAL SCALE 1S. 2N4D ST. WATER CROSSING W=2988 10 VERTICAL SCALE 1" = 4' �mncv, w.w ima ORIGINAL SEALED 3/15/2005 RECORD DRAWING a". N/A°° ""'� '°°' �: CITY OF CENTRAL BUSINESS DISTRICT 3/14/05 BY LYS L. HORNSBY Aa 'u R E N TO N P RECORD INFORMATION PROVIDED BY SURVEY: - UTILITY REPLACEMENT AND OTHER INFORMATION PROVIDED BY CONTRACTOR MAB ' o E 1 I DATUM °PAM1X0 "0 23169 AS -BUILT MAB P2/2014 amnia "°`°s, Planning/Building/Public Works Dept. W-4 "N0. REVISION BY APPR "�"� "L0P°"a" WATER CONNECTION DETAILS 9 12 I z n c o � 3 o z 1D Cm z m m a i n • z z 0 n e z D 0 o m 0 Cm N m ^ M 1 n • z z 0 i o 3c n C 0 g � -3 Nz { o0 m m n -�C I i I i n z D r c oy Cm m y � m ^ M 1 � EL zez i o 3c 1 Nzp g � -3 { o0 z a -�C n 8 0 Cm n zez 00 00 N N 1-4 -6" SOUARE _ CONCRETE SLA[ 6" THON ;PIPELINE IERVINALS 2-#12 A'J%C COPPER Pi RES r'ITH BLUE IVSULATION - PIP- -TUNE ISH GRADE TERMINAL BLOCK `,MIRE CONNECTION, TYP, SEE DETAIL THIS SHEET TYPE FT — FLUSH MOUNTED TEST STATION NTS l'-6" SQUARE FINISH GRADE — CONCRETE SLAB 6" THICK ILII ILII- f . ___1111=1111 0.01 OHM . HOLLOWAY SHUNTS f INL,lN/' PILL ANODE LEAD WIRE TERNJNAL ,f12 AWG COPPER 2 Ali,-, C PPER 1JIRE WITH BLACK rINSULATION WIRE V�171 INSULATIo i' 6 GALVANIC ANODE NOTE: TYPE FT -A INS -FALL GALVANIC ANODE 1'-0" BELOW PIPE INVERT ELEVATION. ',:9RE CONI\.LCTIGN, TYP, SEE D`TAIL THIS SHEcT — PIPEJNE TYPE FT—A — FLUSH MOUNTED TEST STATION \RC 1'-6" SQUARE FINISH GRADE CONCRETE SLAB 6" THICK NEW OR PROTECTED l PIPELINE TERMINALS 1-#8 AND 1--#12 AWG COPPER WIRES WITH BLUE INSULATION #12 AN/G COPPER WIRE - W/ BLACK INSULATION N E'vV OR PROTECTED PIPELINE —� EXISTING OR UNPROTECTED PIPELINE TERMINALS 1-#8 AND 1-#12 AWG COPPER WIRES WITH GREEN INSULATION EXISTING OR RECORD DRAWING RECORD INFORMATION PROVIDED BY SURVEY AND OTHER INFORMATION PROVIDED BY CONTRACTOR UNPROTECTED a PIPELINE 'WIRE CONNECTION, TYP, SEE DETAIL THIS SHEET INSULATING JOINT, SEE DETAIL THIS FOR FLANGED JOINT. PUSH—ON AND GALVANIC SHL[. ANODE NOTES: 1. INSTALL ALL TEST WIRES IN 1" PVC CONDUIT WITH 24" MINIMUM BURIAL DEPTH 2. INSTALL GALVANIC ANODE 1'-O" BELOW PIPE INVERT AND 1'-6" FROM EDGE OF PIPE TYPE FI — FLUSH MOUNTED TEST STATION NIS THERMITE VFI_D CAP, TYP STAWG INSULATED RECORD DRAWING RECORD INFORMATION PROVIDED BY SURVEY AND OTHER INFORMATION PROVIDED BY CONTRACTOR STRANDED COPPER WIRE a THERMITE WELD maw, w.w ism �°" "° '° " DATlJ i,1 WIRE CONNECTION, °mac NOTE; TYP, SEE DETAIL THIS SHEET 1. TWO BOND WIRE ASSEMBLES RI_QUIRED AT EACH 16" PIPE JOINT AND ONE ASSFMBI Y ON SMALLER PIPE JOINTS. 2. PUSH -ON JOINT SHOWN. BOND SIMILAR FOR FLANGED JOINT. PUSH—ON AND FLANGED JOINT D oq D WIRE CONNECTION FOR STEEL 'z BOND NTS z NTS #2 AWG NSULATLD STRANDED COPPER WIRE 24' LONG FLEXIBLE OR EXPANSION COUPLING #12 AWG INSULATED STRANDED COPPER WIRE, TYP OF 2 THERMITE WELD CAP, -� THERMITE WELD WIRE CONNECTION, TYP EACH WELD, IYP, SEE DETAIL OTHERS NOT SHOWN THIS SHEET NOTE: SEE SPECIFICATIONS FOR NUMBER OF BOND WIRES REQUIRED Al EACH PIPE JOINT. FLEXIBLE JOINT BOND NIS PIPELINE ANODE WI C,AI VANIC PIPELINE ANODE WI GALVANIC .,......� WIRE CONNECTION, PLAN WIRE CONNECTION, c�� nrTnu �wc cu��T ELEVATION NOTES: 1. ALTERNATE ANODE PLACEMENT ON OPPOSITE SIDES OF PIPE 2. LOCATE ANODES 2' MINIMUM FROM OTHER UNPROTECTED PIPES. 3. INSTALL ONE ANODE ON EACH LENGTH OF PIPE AND ON EACH FITTING. GALVANIC ANODE INSTALLATION NTS ONE PIPE DIA MINIMUM, 2'-0' MAXIMUM THERMITE WELD - CAP, SEE NOTE 4, TYP FILE OR GRIND WELD AREA TO BRIGHT METAL — WIRE SIZE VARIES, TWO WIRES READ FOR TEST STA INSTALLATIONS ONLY THERMITE WELD WIRE CONNECTION STEEL OR DUCTILE IRON PIPELINE INSULATING WASI-TER, TY' STEEL WASHER, TYP INSUI_AIING SLEEVE, 1132" SPIRAL WOGND MYLAR, _ENCTH DESIGNED 10 EXTEND TO NUT FACE ON EACH SIDE OF FLANGE FULL FACT INSULATING GASKET PIPELINE I-[ANGE, TYP NOTES: 1. ABOVE GRADE INSULATING FLANGE INSTALLAHON SHOWN 2. FOR BURIED OR SUBMERGED INSULATING FLANGE INSTALI_APION, DO NOT INSTALL INSULATING WASHER ON PROTECTED OR NFA1 SIDE 0= FLANGE. 3. COAT BURIED OR SUBMERGED INSULATED FLANGES WITH COLD APPLIED COAT_ TAR MASHC AFTER ASSEMBLING JOINT AND WRAP WITH A BUTYL RUBBER ADHESIVE, POLYETHYLENE BACKED TAPE. INSULATING FLANGE NIS 1 #8 AND 1 #12 AWG COPPER WIRE WITH RI.UF TW INSULAIION H-ILRMIIE WELD WIRE CONECTION (TYPICAL) 1'-6" SQUARE CONCRETE SLAB 6" THICK GALVANIC ANODE EXISTING C.R.P.L. (TYPICAL) STEEL PIPELINES FINISI GRADE —TERMINAL BLOCK 1 #8 AND 1 u/12 AWG COPPER `NIRE 'WITH WHITE T.d INSULATION #12 AWG COPPER ;HIRE 3LACK INSULATION ONE PIPE DIAMETER MIN (TYPICAL) —NEW PENTON'S D.I. WATTR LINE NOTES: 1. INSTALL ALL TEST WIRES IN 1" PVC CONDUIT 24" MINIMUM BURIAL_ DEPTH 2. INSIALL CALVANIC ANODE BETWEEN PIPELINES AT EDGE OF ETHAFOAM PAD TYPE FF — CATHODIC PROTECTION FLUSH MOUNTED TEST STATION NOTES: RECORD DRAWING RECORD INFORMATION PROVIDED BY SURVEY AND OTHER INFORMATION PROVIDED BY CONTRACTOR 1. COPPER SLEEVE REQUIRED FOR THERMITE WELDING OF a #10 AWG AND SMALLER WIRE. maw, w.w ism �°" "° '° " DATlJ i,1 2. USE COPPER SLEEVE ON #2 AWG JOINI BONDING WIRES. °mac 3, WELDER AND CARTRIDGE SIZE VARIES ACCORDING TO #2 AWG STRANDED WIRE CONNECTION, TYP. WIRE SIZE AND PIPE MATERIAL, CONSULT WELDER COPPER WIRE WITH ALL DETA;L TI -IIS SHEFf MANUFACTURER FOR RECOMMENDED WELDER AND CARTRIDGE. THHN INSULATION 4. COAT WELD AREA AND FILL RECESS ON THERMITE WELD N0. REVISION BY DATE APPR CAP WITH COLD APPLIED COAL TAR MASTIC AND APPLY -- CAP TO WELD. D oq D WIRE CONNECTION FOR STEEL 'z AND DUCTILE IRON PIPE NTS z W-298811 ORIGINAL SEALED 3/15/2005 BY LYS L. HORNSBY 23169 RECORD DRAWING RECORD INFORMATION PROVIDED BY SURVEY AND OTHER INFORMATION PROVIDED BY CONTRACTOR z a N/A maw, w.w ism �°" "° '° " DATlJ i,1 ;o 'c °mac CDC G �N i z °�: VAB ° 'XO AS -BUILT MAB 2/2014 AGA' IF W011El I N0. REVISION BY DATE APPR MCID AWG STRANDED L UNPROTECTED PIPE CO COOPER WIRE W/THI-IN INSULATION DRESSER STYLE 39 OR ROJAC SIYI- IC 5C1 PROTECTED [DIP INSULATED NYLON SLEEVE COUPI_IiNG FOR D.I. PIPES INSULATED FLEXIBLE COUPLING NTS s. CITY OF CENTRAL BUSINESS DISTRICT 3/,4/DS RENTON UTILITY REPLACEMENT Planning/Building/Public Works Dept. W-5 CATHODIC PROTECTION DETAILS `P z o c ;o 'c 5 CDC G �N i z z iii m mo 3 K MCID D oq D 3 'z N m z mT L N n `P n to O m ;o 'c 5 CDC G �N i z z iii °i mo z ;o 'm C D oq D 3 'z N z mT L N 0 n I i n 5 mo p D oq D N z 09 3 z m 00 M 00 NPLAN VIEW '. N / EXISTING 12" D.I. WATER LINE AFTER ALL WATER SERV/CES TRANSFERRED TO NEW MAIN, I— PLAN vrfw AFTER ALL TESTING, CLEAN/NG AND DISINFECT/ON, REMOVE SECT/ON OF EXIST/NG 8" AND INSTALL > 8" PLUG (M✓) ON EX/ST/NG VALVE OF NEW MANN, RECONNECT EXIST/NG 4" SERVICE 2 - 46' BENDS 8" CAP (M✓) N CLOSE VALVE AND REMOVE VALVE BOX EXISTING 4" 0.1. WATER LINE - THRUST BLOCK AS IND/GATED - i 4" SLEEVE (M✓) & 4" SPOOL nnn nn -.- SHACKLE ALL FITTINGS TO VALVE WITH TWO 3/4" RODS EXISTING 6" C.I. WATER LINE /SII \ / I� EXISTING 6- C.l. WATER LINE IVY\ F IVu\VII t B NEW 12" WATER LINE NEW 12" WATER LINE • • 461 Alf 12" X 4" TEE (MJ x FL) it 12" GATE VALVE (MJ) GATE VALVEx MJ) THRUST BLOCK AS IND/GATED �+ m 12" x 12" TAPPING T£E MJxFL AFTER ALL TESTING, CLEANING AND DISINFECTION, o CDC ( ) 12" X 4" TEE (M✓ x FL) REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT m G /W CONC. BLOCK 12" GATE VALVE (MJ) WITH 12" SLEEVE (MJ) & 12" SPOOL z 12" TAPPING GATE VALVE (FLKkJ) 4" GATE VALVE (FL x M✓) NEW 12" WATER LINE NEW 12" WATER LINE z G) 12" PLUG (MJ) BLOCK AS REQUIRED TEMP. CONC. BLOCK Z o C TESTING DETAIL FINAL CONNECTION DETAIL zD O CONNECTION AT WELLS AVE. S. & S. 3RD ST. - — n EXISTING 6" El. WATER LINE EXISTING 6" C.I. WATER LINE � � AFTER WATER SERV/CE TRANSFERRED TO NEW MAIN, CLOSE VALVE AND REMOVE VALVE BOX TESTING DETAIL FINAL CONNECTION DETAIL -- OCONNECTION AT STA 23+18 CONSTRUCT ANCHOR BLOCK WITH TIE RODS AROUND POLY PIG, PRESSURE TEST, CHLORINATE, EXISTING WATER LINE. ALLOW A MINIMUM OF 5 DAYS PLAN VIEW FLUSH AND TAKE BACTERIOLOGICAL CURING TIME PRIOR TO TESTING. FORMWORK MUST SAMPLE OF NEW MAINS. \ TEMPORARY 2' GALVANIZED PIPE BE REMOVED. BACKFILL AND COMPACT FACE OF AFTER SATISFACTORY RESULT OF BACT SAMPLE AND 2' GATE VALVE WALL TO 95% MAX. DRY DENSITY. 12" x 6" TEE (MJ x FL) REMOVE TEMP BLOCKS, CUT INTO EXIST 6" FINISHED GRADE ELEVATION 6" GATE VALVE (FL x MJ) 12" x 12" VERT/CAL CROSS (MJ x FL) WATER MAIN AND CONNECT WITH -j FIRE HYDRANT ASSEMBLY SEE DETAIL 4 –SHEET W-3 6» 22' BEND MJ x MJ� THRUST BLOCK AS IND/GATED 12" PLUG MJ �����!` �� ������ �INSTALL 2' PLUG ON TOP BLIND FLANGE ( ) 6" 90' BEND (MJ x MJ) PLAC= CONC3-_ T= D ...1 12" BL/ND FLANGE 6" SPOOLS AS NEEDED AFTER REMOVAL OF POLYPIG kvA;NST UXDISTUR3ED - z 3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER) 12" PIPF N 12" BL/ND FLANGE Wl 2' BO 6" SOLID SLEEVE (M✓) 4 F7 MIN. COVER (I2 -INCH DIAMETER AND OVER) m EkRiH c0"H C4CES - D D r THRUST BLOCK AS INDICA TED 6' CAP MJ FOR EX/ST 12" x 6" TEE (MJ x FL) ( ) ALL FITTINGS SHALL 8E RESTRAINED THRUST BLOCKING AS REQUIRED THRUST£BLOCK£ASLIND/GATED WITH 4 - 1" SHACKLE RODS ° _ Ncn _ G ° ALL FITTINGS SHALL BE RESTRAINED WITH 4 - 1" SHACKLE RODS NEW WATER MAIN POLYPIG^ Y - I p^ �� CI/,SS i/2 SACK z -]@F � CC�cRErE N r a N Elzz HZn 4 - 1 ° SHACKLE RODS `� '� f Sl I n - FOR 12" PIPE n VERTICAL CROSS FOR POLYPIGGING STATION. 3 OFP -1 NEW 12" D.I. WATER LINE SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MANN ONE PLAN VIEW z VERTICAL ceoss (M✓ x FL)00 ✓ 4 REBAR 8" O.C. EW. -3 ONE BUND FLANGE ON TOP OF CROSS WITH 2' TAP & 2' TEMPORARY BLOW -OFF ASSEMBLY ONE BLIND 2' PLUG AFTER REMOVAL OF CLEAN/NG 'POLY -PIG) CENTER IN CONCRETE NEW 12" D.I. WATER UNE NEBLINDFLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCK/NG 22' VERT/CAL ALL DEBRIS AND POLYP/GS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE - DISINFECTION OF NEW WATER MAIN EXISTING 6" D.I. WATER LINE --- r 90' ROLLED XEXISTING C l ATER LINE — EXISTING 6' C.l. WATER LINE L� TYPICAL DETAIL FOR VERTICAL CROSS 5 TYPICAL CONCRETE DEADMAN ANCHOR I CLOSE VALVE PR/OR TO CUT IN AFTER CUT IN REMOVE VALVE BOX 1 TESTING DETAIL NOTES. CONTRACTOR SHALL POTHOLE AND VERIFY THE ACTUAL VERTICAL AND HORIZONTAL FINAL CONNECT/ON DETAIL LOCATION OF ALL EXISTING PUBLIC AND PRIVATE UT/LIT/ES AS SHOWN ON PLANS O AND AS LOCATED /N THE FIELD BY THE OWNERS OF SAID UTILITIES PRIOR TO THE 8 O 3INSTALLATION OF THE NEW WATER MAIN AND BEFORE PERFORMING THE $ O NORTH CONNECTION AT WELLS AVE. S. & S. 2ND ST. D THE CITY CONNECT/ON(S) TO THE EXISTING WATER MAIN. ERVES THE RIGHT FY THE CONN TION DErAIsTO CLEAR W 9 8 8 0 9 PANY ROVIDED BY THE CONTRACTOR.U�L ESI BASED UPON THE POTHOLING)/NFORMAT/ON v CITY OF CENTRAL BUSINESS DISTRICT RECORD DRAWING N/A� °�/� :: 3/14/05 ORIGINAL SEALED 3/15/2005 AG Buildin Public Plannin ° BY LYS L. HORNSBY RECORD INFORMATION PROVIDED BY SURVEY °""w"' RENTON 23169 AS -BUILT MAB 2/2ola UTILITY REPLACEMENT aunxc xa AND OTHER INFORMATION PROVIDED BY CONTRACTOR MAB wre M� DAl 11N ¢ m We Ac 1G ,�,�„,a, 9/ 9/ Works Dept. � vu -3 NO. REVISION BY DATE APPR "”" s'"" "`�1°"'"1pLT WATER CONNECTION DETAILS 9„�,: 8 `:12 W-2�ggW3