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Home My WebLink AboutzS-2239Setz 0 F U 0 W (n a U Ld o z Z It zw a a a W U > w L, U W 0I z rB'Ix nga zw K W N Q 2 J U)UU N U) ww FOR ZT-w ZZ39 I I f I if I I � I Al I I' I I I I J I 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX 0100 R147. SRyo /3 6 7 8 9 10 11 12 13 14 15 16 17 18 19 b o Z (nj,�_3 O < n N U W< O` J W 140 ' W �° �'' 1 �' sa- z 140 va a Ilw '- uj 3:0 Lu Q ui 00 Do uj o: +W I 4� °_ zd EX. GROU D 5. D + �+ Y +Zw.rl 130 < z n ' 120 °° : w W .- x U N O to 120 1� ^vazx w N �" ah < Z Z' < f" 0,<- EX. GROUND LINE +a U t !- Er z z ZI Td" i N -- vy nv1N FINISH ROUND Nm 120 e a ~ -m ism 00� N o o s s 1 0 110 LINE 110 < vi O = r ®\ '�� CALE IN FEET '— — — — -- -- -- — — — v~ieuo� � 15�� U W 66 -8 "DISP 110 ✓ 110 100 - U 100 X W - .61 40 - N 20 UT9 21 UT9 22 t N UT9 a 100 1 DIP 100 o o c ® 0 W Z S. 4TH STREET W — W W M N o c M LIN 8 MONTAGE ROAD ®O N W W - W -- 11 W � Ol W W p 0- W ° Iz °• w IV) n m ww CL ° PROVIDE ED PIP RESTRJJNED AND BA JOINTS KFILL AND NCH WnH cli, N JIVE MA ERIAL FR M �= 0 m F v10 -- n m ¢ N ee O W..x or, O to X 0 Cl x ®. w p 00 W W N O nj to + o Z _ O 3 ,,� W.Z F- ¢ p moo z ;w W o �¢ x +a _W= p m io a FINISH GR . DE n< 3< m ao W a x O r X N W xx W z zz O '� IA °g io go 7o so a m m H N z z '�S W m N¢ �' I-- • m tO W m" N d' w 1 0 u z X X EX. 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FO QUAN TY O M` ` m z < wI W FILENAME: UT13 RENA? STATE FED. AID PROD. NO. eNOET SHEETS HIGHWAY DIr1�71VN i APPS Washington On ate Department of Transportation � SR 405 TURNER TO SUNSET BLVD CEDAR RIVER PIPELINES- RELOCATION U T13 PLOT DATE: 8/28/90 10 WASH Acl- 405- 3(7e0) DRAWN G.O. & S.L.G. CHECKED DNP NUMBER OW069 SHEET 110 F 317 SHEETS PROD. ENGR. J.E. JOHNSON 10192 AS -BUILT PLANS ONLY BL DIS'I. ADM. R.Q. ANDERSON 8/30/90 REVISED MANHOLES TO NEW CITY STANDARD DNP CONTRACT NUMBER 38sy g. RoseWafer Engineering, Inc. In SANITARY SEWER PROFILES' APP'D ww FOR ZT-w ZZ39 I I f I if I I � I Al I I' I I I I J I 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX 0100 R147. SRyo /3 6 7 8 9 10 11 12 13 14 15 16 17 18 19 0 0 It z z o a a ° U 4 O 3 v, o z Z w .ts oa O W N OI Z > Y �nO a n t J N® 13 In Tj U V I N J � I I f ( 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX R1471 A 1 1 6 7 8 I A I 1 I IA 1 9 10 11 12 13 14 CONNECT TO EXIST. 6r SIDE SEWER 6' TEST TEE ®- � Lu a 6" SIDE SEWER TO BE INSTALLED / 0� AT CONNECTION Icn 0 _ x a Lq Nc 25' GD 2% MINIMUM SLOPE ---- I- - - - - -- -_ HORIZONTAL + < ox Q S v' SEWER MAIN TYPICAL SIDE SEWER DETAIL N.T.S. - 130 120 UTa/ ° 110 w. M S =0.1 100 z CV w n a Ci ROADW CONSTR CTION S c BY ERS W o 90 . GROUN LINE :31 I =3 N Fl ISH OTHERS I— APPROD(. i w SOIL MAIL b 0: 80 LOCATIbN 80 = 80 Zao Z!2 175 / ) I r�i + o F z r2 °x 70 70 z ow EX. GROUND NE a a 70 RETA SEE INING W SHEET U L 18 H / UTa 21 a Z 9 60 N _ a ' 60 _ — — — — w 60 v ° � ROCK SE WALL SHEET T18 o P0 to � Q S I STALL 50 Sri o z .- 50 EX. 8' ST + ,f, Q r It- w W I 36" CASING IPE 36' P ASTlC FOAM / / M I LUG PLUG PLUG B P )DING BETWEEN PES 40 �i z v i 261 LF -36" CAST G TO BE 40 265 LF TUNNE AUGURED , INTO PLACE 300 -IT DI S =0.00 9 164 - 18"DISP - = 0.0059 - - -_ 10" DIE P (D DS T,0 BE LEFT OPE ) 30 I S =0.15 S=).150 30 25' CASING TUNNELED JACKED OR AUGURS INTO PILACE CASING OPEN CUT 2 30 CD 0.p 6 � T1 Q/9 C! UT1 /1 r� �' 20 U 23 20 W rani M 20. $ Z S. 5 H. STREET to W to N o vi 11 U AND 1 NITA Y S 1 BL W— FF DRAIN LINE PROFILE — %0 � W H A �• H '' r _W to O's i R 00 M 0 0 6 9Q 1 0 • _ S GALE IN FEE r tom FILENAME: UT14 RENOpON STATE FED. AID PROJ. NO. swE�ET sr°EEis HIGHWAY DIVISION ® y 0 Washington State �` Department Of Transportation 8R 405 TUKWILA TO SUNSET BLVD CEDAR RIVER PIPELINES- RELOCATION U T14 PLOT DATE: 6/11/90 10 WASH ACI- 405 - 3(780) DRAWN G.O. &' S.L.G. CHECKED DNP im NUMBER 9OW069 SHEET ! 11 .317 SHEETS PROD. ENGR. J.E. JOHNSON URS TWOr. RoseWafer Engineering, Inc. SANITARY SEWER & BLOW -OFF DRAIN PROFILES & D TAILS DIST. ADM. R.Q. ANDERSON CONTRACT NUMBER 3fisY APP'D J � I I f ( 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX R1471 A 1 1 6 7 8 I A I 1 I IA 1 9 10 11 12 13 14 Sf� yo j3/ 15 16 17 18 1t AIR INTAKE PLUS LIGHTING AND FAN CONTROL SWITCH SET AT BACK OF W L SIDEWALK. I CAMLOCK MANHOLE RING AND COVER. SEE STANDARD BIRD SCREEN PLAN 8 -25 GROUND LINE �� 4 ELEC. JUNG B$X-- °Fi M 3 FT. SQ. CONC. 900 LONG RAD. ELL 10" AIR INTAKE DUCT W FLEXIBLE COUPLING NON.- SHRINK GROUT A NOTES: 1. DUCT TO BE CONSTRUCTED OF 10 "OSTL. SCHEDULE 40 PIPE & WELDING FITTINGS. EL -112.0 GALVANIZE AFTER` FABRICATION. 2. PROVIDE AND INSTALL MINIMUM 100 WATT EXPLOSION PROOF HPS OR METAL HALIDE WALL MOUNTED LIGHT FIXTURE 10 FEET ABOVE EACH LANDING AND BOTTOM OF MANHOLE. _ B 10' FL DI SEWERPIPE & FITTINGS SIDE OF MANHOLE 7A-OSS BOLT W/ EXPANSION SHIELD STANDARD U -BOLT 5 "x316 "x41s CHANNEL 45 "0 BOLT, 2 REWD HEAVY WELDED STEEL EL =92.0 BRACKET, 2 REQ'D EA. LOCATION 1'0 MACHINE THREADED ROD FLANGED JOINT 7A "0SS BOLT 10 "0 DUCTILE W/ EXPANSION [RON PIPE SHIELD PIPE HANGER ASSEMBLY N.T.S. - NOTE: PIPE SWAY ASSEMBLY IS THE SAME WITHOUT TIE RODS. C 1 PRECAST OR CAST IN PLACE BASE. NOTE: PROVIDE 240 VOLT SWITCH W/ GROUND WHERE INICATED IN NON - SHRINK SITE PLAN. USE NEMA 4R BOX GROUT W/ LOCK. SWITCH TO CONTROL LADDER (TYP.) --- LIGHTS AND FANS IN #S2 AND #S3 SIMULTANEOUSLY.. SEE DETAIL 10" -900 ELL FINISH GRADE OPENING -� OVER AIR INTAKE FAN 800 CFM PER 57 VENTILATION SYSTEM IN SPECIAL PROVISIONS _j� 10" TEE RENO. STATE PIPE HANGER ASSEMBLY o - 0 a 6 ay SEE DETAIL A PIPE SWAY ASSEMBLY SEE DETAIL B PIPE HANGER ASSEMBLY SEE DETAIL Q 10" FL 45' BEND (TYP.) PIPE SWAY ASSEMBLY SEE DETAIL FLEXIBLE COUPLING (TYP.) BLIND PIPE SWAY ASSEMBLY SEE DETAIL 96 "0 PRECAST MANHOLE SECTIONS, OR CAST IN PLACE 20' MIN. PCC BACKFILL 10" W INN PCC LEVELING AS REQ'D F En ELEVATION o N.T.S. N W Z W ( FILENAME: UT17 RENO. STATE FED. AID PROJ. NO. o - 0 a 6 ay PLOT DATE: 8 29 90 z uj °I 10 WASH DRAWN G.O. ,t " it J ACI- 405 - 3(780) Lo rn � a L, w CHECKED DNP JOB NUMBER e°d en a = J V) U U en N PROJ. ENGR. J.E. JOHNSON 10/92 AS -BUILT PLANS ONLY BL 90W069 DIST. ADM. R.Q. ANDERSON /30/90 REVISED ELEVATIGN DNPj I CONTRACT NUMBER —TA PP°) 395 5' 4>� w # &W&woof r 1 (_ 1 Al I I I A[ 1 A 1 21 20 19 18 17 16 15 14 13 12 11 10 9 8 .1 7 6 11 Y4 BEND i-10" FL TEE EQUALLY SPACED 1' -0" O.C. MAX. FLANGE BAR V4" DIA. STL ti SECTION A -A wean a ee�v SECTION B -B 0 FA el OPENING c \\ .OVER \�� ---- -- O ELECTRICAL CONDUIT TO SPECIAL STRUCTURE #S3 SEC11ON D -D 10 "0 TEE 10" -900 LONG RADIUS ELL o: BIRD SCREEN U PROVIDE ADDITIONAL �� DIAGONAL /BRACKETS AT TOP CONNECTION 21�ixA LADDER RAILS, PUNCH TO RECEIVE RUNGS 2Y4x2$1 BRACKETS T&B AND 0 8' -0" 0 O.C. MAX SPACING iv % "0 S.S. BOLT W/ 01 EXPANSION SHIELD o ,xQ�— .. NOTE: EXTEND LADDER MIN. 3'6" ABOVE LANDINGS MIN: • LADDER RUNG 16" LONG LADDER N.T.S. - EXISTING SEWER I ABANDONED IN PLACE 1 10" D.I. SEWER LINE IN ., 36" CASING SEE SHEETS UT8 & UT14 r G 010" D.I. SEWER--m CONDUIT ' .STRUCTURE #S3 x �--t SING 6" S MH #S1 -_ W —A- e � �— W— �I LIGHTING & FAN CONTROL SW ITGF 1 rl N I . e - -G SPECIAL STRUCTURE #S2 UT8 21 16 r ELECTRICAL CONDUIT FILL TO ROADWAY GRADE AIR INTAKE 6 "S 6 "S— OP SITE PLAN SECTION E -E N.T.S. r�OAU"* Q GQ�S :T sRETEAh HIGHWAY DIVISION Adft Washinoon State SR 405 TUKWILA TO SUNSET BLVD U T1 7 ® ♦ Department of Transportation CEDAR -RIVER PIPELINES - RELOCATION SHEET IF APPROVED qs ROSeWater Engineering, Inc. SPECIAL STRUCTURE #S2 DETAILS 317 SHEETS SR 5'os /3/ Y I I � I i ITC I I I IT I I I I i �I MICROBOX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 R" 147 ;0 0 2 GRAVEL BACKFILL FOR WALL ROCKS FOR RETAINING FINISH - CAMLOCK MANHOLE RING WALL -MIN. 2500 LB. GRADE AND COVER. SEE STANDARD PLAN B -25 TOP EL =42.5- / FINISH GRADE MAIN STREET WALL LADDER SEE DETAIL 18 IN. DIA. UT17 1 1 _6w 7%MIN. ✓ � 4' 3' 6 s 36 IN. DIA. CASING 10 ELECTRICAL CONDUIT D. IN. DIA. CHANNEL FROM #S2 D.1. SEWER 10" 45' BEND 54 m 20' 50 BIRD SCREEN z z 2 GROUND UNE io e 46 tO 42 VSQ. CONC. iz SL— OPE 1" 90' LONG ELL MAX 38 10" EXHAUST DUCT I FLEXIBLE 1 I M r COUPLING _.z NOTE: DUCT TO BE CONSTRUCTED OF STL.• 34 10 "0 SCHEDULE 40 PIPE AND WELDING FITTINGS. GALVANIZE AFTER FABRICATION. EXHAUST DUCT DETAIL NTS 30 EXISTING WALL REMOVE AND REPLACE EXISTING WALL TO REMAIN J_ EXISTING WALL PANELS _I_ TO REMAIN 10" EXHAUST DUCT — SEE DETAIL LIGHTING AND FAN CONTROL SWITCH THIS SHEET (INSTALL 240 VOLT SWITCH W/ GROUND. USE NEMA 413 BOX W/ LOCK. SWITCH TO CONTROL LIGHTS AND FANS IN #S2 AND #S3 SIMULTANEOUSLY) UT8 23 ®rte 7 5 4 GROUT ,z Dim. MANHOLE #S3 ELECTRICAL CONDUIT FROM #S2 10 " -90' ELL '`� ROCKS FOR RETAINING CATCH BASIN III WALL MIN. 2500 LB. I III REMOVE AND 0 o o° o °o °o 00 °00 00° o I ° °�� I O 0 � BACKFILL I n 1''v '�0 I FOR Wq NOTE: CASING PIPE LUMP SUM PRICE BID FOR SPECIAL UT8 23 I I I STRUCTURE #S3 INCLUDE: ALL WORK EXCEPT 10 IN. DIAM. D.I. SEWER; KID" D.I. SEWER I SEE SHEET UT8 & UT14 18 IN. DIAM. D.I. SEWER ITEMS AND CASING PIPE 36 IN. DIAM., TUNNELED, JACKED, OR AUGURED. NOTE: T D TOP OF MANHOLE NOT SHOWN Z SITE PLAN 0 F J o W N.T.S. w o o! w z w Z a I FILENAME: UT18 ° ° z w PLOT DATE: 8/29/90 z_ W IN ° DRAWN G.O. Y I 10/92 AS —BUILT PLANS ONLY �oOf na� o�tt, o w w CHECK.EO DNP �%� 9a I x w °n a x PROJ. ENGR. J.E. JOHNSON 9/4/90 REVISED OUTFALL DETAIL J N U U N U) DIST. ADM. R.Q. ANDERSON F/30/901 REVISED OUTFALL DETAIL w 2Z 3, 4� 21 20 19 18 17 18 15 14 13 12 11 Nea STATE FED. AID PROJ. NO. N0. . 10 WASH ACI- 405 - 3(780) JOB NUMBER 90W069 CONTRACT NUMBER 39S-Y I Y I 1 .I I I 10 9 8 7 6 f FLEXIBLE COUPLING SIDE OF MANHOLE NON— SHRINK 5 4 GROUT LL 10 " -90' ELL '`� EXHAUST FAN 800 CFM PER VENTILATION CATCH BASIN SYSTEM IN SPECIAL PROVISIONS REMOVE AND -10" TEE W/ n 1''v BIRD SCREEN EA. OPENING in GROUTED 3" PLASTIC SLEEVE JOINTS FOR WEEP HOLE EXISTING BETWEEN 1 CATCH BASIN WALL REMOVE AND PANELS (TYP.) \ REPLACE WALL PANELS d \ 0 e 3' 4' 3' 10' NOTE: WALL TO BE REMOVED IN COMPLETE SECTIONS TOP OF RIVER BANK TRENCH UMITS GUY POLE SECTION B —B NTS 0 o I o o a 1L\ 1 1 APPROXIMATE LIMIT OF 36" CASING OF EXCAVATION FOR JACKING /BORING PIT ELEVATION — WALL ON MAIN STREET N.T.S. STORM SEWER PIPE TRENCH BOTTOM WILLOW BOUGHS tlV IAMU. CLL NOTE: DETAIL PROVIDED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION HAS NO FIELD VERIFICATION HAS BEEN PERFORMED. � �* % 9 � SOUTH RIVER BANK�> WILLOW BO UGHS(TYP.) MATCH EXISTING BANK FILTER FABRIC "z BUDS "(TYP.) 3'xt'x6' 3'xl'x6' NORMAL WATER LEVEL GABIONS RIVER BOTTOM GABION BASKETS l— RIVER BOTTOM � I �I o: } 6, N , 6 SOUTH BANK SECTION STORM SEWER OUTFALL ELEVATION OUTFALL CONSTRUCTION N.T.S. UT10,UT12 HIGHWAY DIVISION w,22 39 APPROVED MICROBOX R147 r � �NAUgF M At WashlVon State SR aoa TUKWILA TO SUNSET BLVD U T18 Department of Transportation CEDAR RIVER PIPELINES- RELOCATION SHEET 115 OF SRS RoseWafer Engineering, Inc SPECIAL STRUCTURE #S3 DETAILS 317 SHEETS I i 1 I I lit I I I I$ 1 6 7 8 9 10 11 12 13 14 SRyos /3/ 15 16 17 18 19 Z 0 F 4 O J W Z Z W te a_ va �� z or a of ? 9 W Y � D mya��W i K W U7 F2 JU)U U DU1 S r 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX R147 1710 10 5 I I I I I A I I I IA 1 1 6 7 8 9 10 11 12 13 14 15 Sff Yo i3 / 16 17 18 19 OLYMPIC FOUNDRY MH 30 NTH 111 "x17A" CONCRETE METER BOX W WITH pie" STEEL DIAMOND PLATE. z ADJUSTING RINGS 24" MH 30 D/T OR EQUAL CAST IRON OR DUCTILE IRON TRANSITION COUPLING PIPE TO COVER. OR BLOCKS ids REQUIRED CAST IRON TEE UNDISTURBED SOIL TO FIT �I qi M.J.xM.J.xM.J. SEWER LINE 0 ADAPTOR 4 "MIN. /12 "MAX. = a COLLAR — 0 oz: . a PRECAST VALVE,, CHAMBER CONE ' x J c < 0 I PLUG, M.J. WITH GASKET, BOTH CUT IN HALF 18 " 0) FORD COPPERSETTER - WATER METER TO r z VH172-15W r BE SUPPLIED BY RUBBER CAST IRON OR THE CITY GASKET z MANHOLE WALL DUCTILE IRON WATERMAIN 8 "/12" PIPE g o. TYPE "K" SOFT DUCTILE IRON PIPE CLASS 50, _ TYPE "K" SOFT COPPER TUBING CEMENT LINED, LENGTH TO FIT. 22 COPPER TUBING POURED IN-- N PLACE BASE .: a. ' • , . tO - -- I_ 48" I 7 • • CAST IRON 90' BEND LOOP DOWN TO CENTERLINE OF WATER CONNECT TO EX. SERVICE i- M.J.xP.E. CORPORATION STOP MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER FORD TAPERED THREAD CLASS C CONCRETE (CC) =PACK JOINT (J -3401) SPECIAL SHALLQW MANHOLE DROP CONNECTION n LESS THAN 4 —0 DEEP UT13 „ -Y4 WATER SERVICE N.T.S. UT13 N.T.S. T - 4" MIN. 24» BEDDING GRAVEL, 12" MAX. CASTING - OLYMPIC FDRY. COMPACTED #MH 30 D/T OR EQUAL x �- FOUNDATION GRAVEL, 00, r- —� Q � 24 m: Q ADJUSTMENT 4" MIN. o ° °o ° oOo ° °o ° 00 °o °o ° o 0o 0 0 00 IF REQUIRED ORDINARY PIPE BEDDING N FOR 4° PIPE rn PRECAST SECTION I o M = > i 4" MIN. `OI 4" 54" N = a W x " STEPS -3/4 DEFORMED BEDDING GRAVEL, COMPACTED BAR STEPS SHALL BE 48" INCLUDED ;• . ' a 6 1 2" -'i GENERAL NOTES: t-O7— FOUNDATION GRAVEL, 6" z 1. IN UNIMPROVED AREAS, MANHOLE I 00000000000aoo�oo ° °o !F REQUIRED TO EXTEND MINIMUM 6" AND MAXIMUM 18" ABOVE FINISHED ORDINARY PIPE BEDDING it LADDER -STD. ALUMINUM GRADE. IN PAVED AREA, COVER FOR 6" AND LARGER PIPES NOTES: OR GALVANIZED STEEL MUST SLOPE IN ALL DIRECTIONS 1. STEPS TO BE 3/4 "0 DEFORMED BAR GALVANIZED MAX. PIPE SIZE- 21 "I.D. TO MATCH PAVING. —. SAFETY STEPS OR EQUAL 2. TYPE 3 72 INCH MANHOLES SHALL .. a CONCRETE cc 2. STEPS ARE TO BE IN PLACE BEFORE MH SECTIONS ARE INSTALLED. MORTAR CONCRETE SHELF BE IN ACCORDANCE WITH STD. a ° 3. CASTING TO BE OLYMPIC FOUNDRY MH 30 WITH FILLET PLAN B23C , WITH OLYMPIC FDRY. NO. MH 30 D/L OR EQUAL FRAME " MH 30 D /T OR EQUAL. PRECAST BASE SECTION AND COVER. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. OR CAST IN PLACE 6" MIN. FOUNDATION GRAVEL, °o °o °o °o�o�000�o�° °° IF REQUIRED 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. a• °••N., _ZNAUG�c� CONCRETE ENCASEMENT WN f4 r V > MANHOLE 4' -0 "- TO 7' -0" DEEP ' ' " MANHOLE OVER 7-0 DEEP �� '' � �Fi�� PIPE BEDDING CLASSES , �l�rsne! N.T.S. - N.T.S. - FlLENAME: UT22 REGION STATE FED. AID PROJ. N0, SNOT TRETt� 1 II�.7ar7��AY DIr1�7iOIV — — — AP RO Washingt ®n State �@ �'t�i1®nt Transportation P SR 406 TUKWILA TO SUNSET BLVD CEDAR RIVER PIPELINES- RELOCATION n UT22 PLOT DATE: 8/27/90 10 WASH ACI- 405 - 3(780) DRAWN G.O. CHECKED DNP as NUMBER 90WO69 SHEET 119 OF 317 SHEETS D Sol ADM R.Q. ANDERSON 8030/ 0 REVISED MANHOLE AND DROP CONNECTION DETAILS DNP CON7RACY HUMBER 3 8 -5-/ UR RoseWafer Engineering, Inc. UTILITY DETAILS APP,D S r 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 MICROBOX R147 1710 10 5 I I I I I A I I I IA 1 1 6 7 8 9 10 11 12 13 14 15 Sff Yo i3 / 16 17 18 19 z 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 30 0 30 60 90 120 SCALE IN FEET —.7— —I— —,— l s o �I III lx —X.9 J. U MAIN *AVE. S. o F= o X— --x� x x I st I W N W Z I REGION o a FILENAME: UT8 STATE FED. AID PROJ. NO. U a PLOT DATE: 6/11/90 z_ "' 3 ° ( DRAWN G.O. & S.L.G. 10 WASH " a , a ACI- 405 - 3(780) g < � Z, w n CHECKED DNP J08 NUMBER I w - I= x UD U U N PROJ. ENGR. J.E. JOHNSON --- 90W069 DIST. ADM. R.Q. ANDERSON 10/92 AS -BUILT PLANS ONLY BL CONTRACT NUMBER 3 g I -me 2&239 rt r r r I =r &I I I I A I I I I g 19 18 17 16 15 14 13 12 11 10 9 8 7 6 —x —X —X— —X-- _X— —X-- — w w w 1n w w sn O n Q in w Z U 9 Q LjNAUG , X— —X. 111331 O lb r--,x— —x— — — S — HIGHWAY DIVISION • ALI= Vj�jc �� Washington State SR 405 TUKWILA TO SUNSET BLVD U T8 7 ® Department of Transportation CEDAR RIVER PIPELINES- RELOCATION S -.. SHEET !05 UTILITY PLAN OF PPROVED sss RoseWafer Engineering, Inc. (,TA M10 +00 TO STA M 317 17 +50) SHEETS SR yos /i3� R 07 5 0x 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 �z r'\ \ AP�\ r° + � F N U O O w ° w + w zz 2 o a 9 ! FILENAME: UT9 "ENO. STATE IFED. AID PROJ. NO. L) a Su. PLOT DATE: 8/24/90 Y W 3 01 DRAWN G.O. 10 WASH F a o_ ACI- 405 - 3(780) °a o r W CHECKED 'DNP 10/92 AS -BUILT PLANS ONLY fDNPj Joe NuMeER ir w to F x PROJ. ENGR. J.E. JOHNSON 9/4/90 ADDED CALLOUTS 90W069 DIST. ADM. R.Q. ANDERSON 8/30/90 ADDED HYDRANT AND CONN. TO 6 "W CONT RACT NU GER I APP'D 385 Y REPLACE EXISTING 6" PIPE WITH NEW 6 "0 DUCTILE IRON PIPE. FROI UT9 -33 TO UT9 -35 CONSTRUCTION. RELAY SIDE SEWERS AS REQUIRED. "i 1 RELOCATE CONCRETE THRUST BLOCK ` FOR 6 "W FOR C.R.PL. CONSTRUCTION. FROM C STA. 21 +17 (7' LT) TO C STA. 21 +32 (7' LT) Y _ Y Rf4Y- OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 NOTE: SEE UT1 FOR .SHEET LEGEND AND GENERAL NOTES 30 0 30 60 90 120 SCALE IN FEET HIGHWAY DMSION lk,m 11 0`-% W88111nvtOn State sR Boa TUKWILA TO SUNSET BLVD �� ® ®— ® Department of Transportation CEDAR RIVER PIPELINE$- RELOCATION 45,w Z*,Wl % a SHEET 106 UTILITY PLAN PR R� RoseWafer Engineeringl, Inc. STA M17 +50 TO STA FR25 +50 317 SHEETS SRy� 13/ Y _ Y Rf4Y- OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Z Z ° V) U � EX ++ N Z - L d a EL F c°' a z� g° Ya,Da -I n J N U U 3 IN 10/92 � %� AS-BUILT PLANS ONLY /! /e BL 10 WASH ACI- 405 3(780) -0 � ngton a e TUKWILA TO SUNSET BLVD U 110 ' f e Str, /yd t'e to +oe NUMBER - _ rr CEDAR RIVER CHECKED DNP PROD. ENGR. J.E. JOHNSON 9/4/90 •� / � TRW 9OW069 ` PIPELINES- RELOCATION � SHEET 10 107 DIST. ADM. R.Q. ANDERSON °j REVISED 12" W sue. • • CWMACTM1MDER 3K S 41 APPROVED ■ RS CCNSULTAN7S RoseWater Engineering, Inc UTILITY PLAN (STA FR25 +50 TO STA N9 +67) OF 317 SHEETS APP'D In IMARN, no W, I, - i. O yilR�- ..- rte *"f�. ♦ �`� ►i�„"",�"�►.'. YYri NMI _ ` �-- _!ice � l ,.i.�r \\ '..'"'-- '�1Z�� 1```�� • �� t�� Cpl. "-- �.�►�I, . �.: � s . is ��` ,w �.—....",,. 1519111 w__ M 1% 11 : 0, 11111111w- lhom,*toih I IT, %ANN AR NOR .. .� MR r lk w 21" S'T 37 c UT24 \ oa9 6" W 4 33 -+ 29 MERE FINISH SLOPE EXCEEDS 20% \ '� #S12 #ST21 #S #ST23 /G \ 2 �� _ \ �y G 22W BENDS 34 1 11 �c \ #ST2 #ST22 _ST_ — — DEAD MAN ANCHOR N + � 6FR29t17(4 LT.) 9 ° BEND CONNECT TO EX. 6" W _ 18 20 1 SEE DETAIL \ + \ E P 'P&L CONDUIT UT20 UT27 c POLE BASE OF \ LQ,NNECT TO EX. 6 "W "ETAIL ® % ��• 30 0 30 6Q 90 120 i ° 16 / SCALE IN FEET 14 NOTE: SEE SHEET UT1 \ Arta``. FOR GENERAL NOTES \ �M � u�' oA Q" AND LEGEND \ Q" "N..` STATE FED. AID PROJ. NO. SET u'GL.nu wi 112 •. n n�� 1� Washt St t 8R 405 DRAWN G.O. 10/92 � %� AS-BUILT PLANS ONLY /! /e BL 10 WASH ACI- 405 3(780) -0 � ngton a e TUKWILA TO SUNSET BLVD U 110 ' f e Str, /yd t'e to +oe NUMBER - _ ® Department Of Transportation CEDAR RIVER CHECKED DNP PROD. ENGR. J.E. JOHNSON 9/4/90 e acs ADDED CALLOUTS TRW 9OW069 ` PIPELINES- RELOCATION SHEET 10 107 DIST. ADM. R.Q. ANDERSON a ao 90 REVISED 12" W DNP CWMACTM1MDER 3K S 41 APPROVED ■ RS CCNSULTAN7S RoseWater Engineering, Inc UTILITY PLAN (STA FR25 +50 TO STA N9 +67) OF 317 SHEETS APP'D q w 411 TWO,, 4'0& 2239 IT I I I I I I& I I F I I I I I r I a 1 I I I I I I I I IA I I I I I AI I 19 18 17 16 15 14 13 12 11 10 9 8 7 6 OX 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Rf4"f _