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HomeMy WebLinkAboutS-223907z w O J Q 0 u� O a. Z N Q Ul W Y Z 1 rn � z J �a as r C) EL Z w r9w X00 z� Y F OO r0 u K (j F S J In U U N N N / AIR /VACUUM RELEASE \ I VALUE ASSEMBLY 1 E T 3N• PROVIDE INSULATING FLANGE AND CATHODIC STA.20 +34.94 R. 5E' �� M• PROTECTION TEST �` STA.20 +44.31 AIR VACUUM RELEASE -MATCH LINE AT VALVE ASSEMBLY PT STA, 15 +97.94 �� r\ MON. _ \ /7 �\ % >t S UT 24 ° ° \ '0 016' ty, ���� AP 1 2 �j LINE EXIST STATION %�%� '—`r ABANDON EX. 12 �� �O� �0� CP3 CP3 �0' UT24 ON TRAVERSE LINE) "S 90 O \ ��� �• REMOVE AS REQ'D //REMOVE CONSTRUCTION LINE REINFORCED CONCRETE �,� ��� �� SEE DETAIL 5 4 W/ SLAB SEE \ ��� UT30 ry"� �2'S 7 _ l - _ S 63'02'23"W THRUST BLOCK W/ DETAIL �. / 3/ x� \xsT,2 w _} r j MON. '_, - SHACKLE RODS ORIGIN TRAVERSE / 4 l� UT21 —� ^b - - - -- �� $ `_T END OF - - - - -- m , l _ - ° -- - o - - — - +- N /S6056'13WI 8 "ST 8 S 63'02' 23"W CONCRETE BRIDGE _ cL \0\ C \o -� 7 +91.69 - o / 12 "V�/ 24'W EX.16" W FOR WATERLINE STA. 14 +05.20 CONNECTION SEE .xy STA 6 +40 INSTALL �� - -� 10 - -EX. W — — 27' CO 8 „ST 6 /� - -- DETAIL PC. =7 +56.91 ------ - - - - -- i \ �V� \ \ + CATHODIC PROTECTION �S s \ 9 N s•oo 29� SEE PROFILE— i USE EXIST 16 "W AS CASING THIS SHEET _ - 7 �' REMOVE EX. � � 8 UT 19 PT. =16 +00.91 L= 39'47'15” ABANDONED 6" W N +. \ ms \ TEST STATION.r2 M REMOVE AS REO•D / S.: \ ``o \ �� FOR NEW 8" RESTRAINED JOINT , - `:_ '� 9 LINE AS REQ'D 0 / L.T.= 439.90 CP3 3 +39.00 - -_ -_ s \ - ----- _.2 +00 \ R.R. TRACKS �o�� 180.00 - -� WATERLINE STA. 0 +09 TO STA. +43 0 +00� 221'23 "� RR TRACKS 1 3 +00 r� \ \ EX. CONC. TUNNEL CHISELED X IN - ��E.X. RR SIGNAL CONTROL , —�, CROSS TIE _� 1 +00 I / - - - -27 °44'43 " - -- 159.00'--- - - - - -- —L_� -�- -� i NOTES: �_ - -- --- —EX. ST= — �r�� - -- _ _ j} — E / / � HOUSER � R/ � � � ;, WAY S. J --------- - - - - -- PROFILE G 8 "s -� �- 339.00' -- _ -� THIS HEET gds SEE SHEET UT10 Fks� I 0 �a PLANTER n oy \ i }- �� 1. SEE SHEET UT1 FOR LEGEND AND GENERAL NOTES. 2. ALL WATER LINE JOINTS SHALL BE BONDED. T / � S \ ��� 0 / /� }� 3- ALL WATERLINE BENDS SHALL BE \ YWCA BUILDING �� 8q, / �/w /_� RJXRJ)BEND STq x �� �°54�1 e �F / 4. WHERE ND W 12" SANITARY SEWER 7 CROSSES UNDER WATERLINES, THE 7, /! ON.\� " �\ PIPE SEGMENTS SHALL BE AT LEAST BUILDING q Sx 00 \ EX. NARCO LINE TO BE PLUGGED AT 18 FEET LONG AND SHALL BE p <qNr 00 POINT PRIOR TO ABANDONING EX.16" W. CENTERED AT CROSSING TO MAXIMIZE JOINT SEPARATION. �T6 BUILDING v / __ Y 5. WATERLINE SHALL BE D.I. CLASS 56 WHERE COVER IS LESS THAN 4 FEET. 1 8 20 0 20 40 60 0 �/ / / /���/ �— C 6. NO PIPE JOINTS WILL BE ALLOWED OVER NOTE: SEE DETAIL UT31 FOR 24" WATERLINE / , 8x6' TEE(MJxFL) ANY SEATTLE WATER DEPARTMENT STA 5 +90 TO STA 6 +50 SCALE IN FEET / AND HYDRANT ASSEMBLY WATERLINE. O m n wz / / / RE ONNECT EXIST. ERVICE( Y CITY F REN ON) (ST .1 +61 AND STA. +00 0 � U O m w� °`� / B" CROSS M xFL BLIND FLA GE ON BOTTOM, BLIND FLANGE W /2" TAP ON T P, O Q w cYj T N Ow / MJ LUG W/2" TAP OR BLO -OFF T END (STA. 2 +0 o waF- Q J r / ~ > W U w ED + H n N Z N =J� Q ~ QZ UO ~ H ?j F cn Q PER ETAIL OW-OF EINFOR ED CONCRETE S' AB m Q ri �W � w ��J O cn Q In °� w +I ° Q D o + z J W O N N co O U 30 N ACCO DANCE ITH DE AIL 2 m �wQ - v cn Ci Ln U w Q i- - X X UT 1 = X '>< w 0 < U, >QwQ > Q��� z w w w w EX. GROUND LINE ESS TH N 4 FE T— w� c~n — »ncn w Q 32.0' 17.0' 20' — — — — 40 w - — U) — — — — — — — — — 40 O z o UT3 0 — O 35 + `n 36" CASING_ CLEAR J o 35 - - - - 5' M IN. w I I I I > R J INFORC D 0 NEW 2 �DI.JT S LO E 0.251° MIN ° > Z O D QQ S OPE 0.2 °/ °MIN.( YP) THR ST BLOCK nY 30 z w I I = ; > C NCRET N F_ z WATER IN m N n m J� >Q ^w z 30 NEW 24" D I. WATER _ INE� IU- ! w 07 (� _ E- ao OD w �-- ;� N I I I i D v TAIL 1 I Q Q Iwo w N � N c_ N w m _ Qw r° Y LL U w J �� Q 3 O0 w U �n Nw I „ UT 1 �I-r0 � =J EXIS 16 "CI T BE + � OD z OO (o � JW �cwi1 Q w z fn I- V J N> m OD Q w� La PIPE LENGTHS OBE 2 W/J FULL INT MID AY 5 00 N N N�UQ °U z O (.0 M � wN 6 00 3 z� w w 7 00 �rzQ NQr FOR NEW 8" c) 8 00 z 9 00 U w n U co ~w I-m Y - ~� o w BETWEEN 12'W & 24 'W �' rn w��z m U �Ow - J m + w ~ J RESTRAINED DIP SAO +09 DINT O Q 2 INC WA ERL NE PROFILE N mQ " `°`o (� �� E GROU D C° Z aQ QXw Q X10 EXIST 12' PCSP N - w �U ~ (~n �z LI E w X z z__ Q —cn EXIS "BEN . GROUND LINE- - - _ _- - -- w �o Jw O o JQ — 14 LF FLxR TRANSITION - � 212 S STA 0 55 3' MIN. COVE (TYP) �U)wI Q Q ��Q r Q Q= Q�n � 40 12" DIS 40 COUPLI G RJDRJT WTHR z (� z> z _ - - -- rn E HAFOA X 8 "DIP Q3 35 - O - 35 w BST VOF 1) EXI oOn T. QI–�W o Q CUSHION EX 8 "PCSP w r swap O Ow AP ROVED 4 LF (� XIST. 12" PCSP + p • 45 HOR. BEND RESTRAINED OINT PIP V) RJxMJ N 0 m N ___ ___ _ 1"' DISP cn rr- Q 60 x ADAPTER + : w OJO CITY F RENT 8 I CH ATE X s o.006o Xw w SA ITAR SE ER ROFI E �%" LINE PRO ILE Q� cnlmw IN 30 w - 30 0.100 cn � Q 2+ DO FILENAME UT7 REGION STATE NO. FED. AID PROJ. NO. SHEET NO. TOTAL SHEETS ^ HIGHWAY DIVISION Washington State ., ,} Department of Transportation SR 405 TUKW I LA TO SUNSET BLVD CEDAR RIVER PIPELINES - RELOCATION UT7 PLOT,. DATE 4/11/91 10 WASH ACI- 405 - 3(780) DRAWN G.O. AND S.L.G. 10/92 AS -BUILT PLANS ONLY BL - 4/lo/91 REVISED PLANS AND PROFILES DNP CHECKED DNP 3127191 REVISED PLANS AND PROFILES DNP JOBNUMBER 90W069 SHEET 104 °� 317 SHEETS PROJ. ENGR. J, E. JOHNSON 3115/91 REVISED PLANS AND PROFILES DNP 24" WATERLINE PLAN AND PROFILE STA 5 +00 TO STA 9+95 DIST.ADM.. R.Q. .ANDERSON 8130190 REVISED PLANS AND PROFILES DNP CONTRACT NO. 3854 DATE REVISION BY APP'D DOT FORM 221 -011 Revised 9/82 V-4 T F rN w2 Z' 3 1 m7 ( ( to ( I I I 1 1 All I I I Al i 1& 1 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 A 1: < V I I A I I I A I I I Ii I I I I I A 6 7 8 9 10 11 12 13 14 15 16 17 18 19