Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
zS-2616Set
8 me 8 b P - a •v A v A. \ \\ e \\ i CONTRACTOR TO FIELD VEPOF'Y LS.uATION OF EXISTING UYILIT}E5. V A TRUE 2. A -\ L ADJUST CASING SPACERS INSTALLED AS NEEDEDDTO MAINTAIN LIKEpAND FARES THE TMEN INVERT E LINE MAY PARY Y \� I FROM THE TE6£ LINE AND GRAD£ WOLHIN TFfE LIMITS STATED TO DEALER UNIFORMITY, 0 CONCENTRICITY, AND UNif'IX2M COMPRESSION OF .XkNiiNG MATERIAL PROMDED SUCH VARIANCE GOES. JI A\ AL t�,Vk \ '5,14 \ V { 171L I ./ /' NOT RESULT IIF A REVERSE SLOPING INVERT. THE LIMIT OF THE VARIANCE AT TPE INVERT SHAUI` V V At, T„y, A A " NOT EXCEED PLUS OR MINUS 003 FEET 5Ee PV U, EIRSM&NENr N41 6' - YYVC. 2 YY•' _ i \ A \\ \ {(y6 \ \ LA5EyEtdi ' 4U TtJRE (NIC� ' \ \ L, \ 5TA t + -dg J,5 _ FUTURE OF LUG) __i. ': \ --�.., \t aA \ \I � x ITf4 RNOz .. `-t„\ JRCKINC(kFCE WG E 9395$8$ii .. PIT \ % A4 \ \Y'" INSTALL - I.MPORARY pa�QQ\\ .% -- 24° RIPE 7 _ FUlUkE 24" PIPE ;POI _ V Ap A ..ALA PLUG N VAvw.A _4/y CNICj - V AVA R T\ P vE� A -' -mss^-' - r_ W a v v — CASING. A ❑SE4E 1S %5wNOTES C _ N � JACKING/RECEIVING - SSfX , 9 /. A\\...... INSTALL PEMP¢7RAFty PLUG y y - F4VEME LIMITS V \ Y \T v : A 0 VA \ , PAVEMENT. U gAEN, OR CAP `�."/ _ \ A ,.C'( 45 \ \ \ t At MEAT ANEF FIELD uln o +0'E z t' v vv �_�VV t tvv , uh `�, ; l ' YE FY uMlvs:oF Ems (r4f1 H i' MER 5TA 35+30.417 \ V -AA l e T V( \ l' PAIk'MFNt NIT( +>GP.3ir \� A AA # \ V I CL OF FUTURE i 11 J \ AA rA -ADD I YFIA78W V AA\ E ROADWAY'. N V L A\ A eTE A`"/ // A A V'\ / \ \ R\ 4 - \ A % - \ S V\ tl V A A - \rJ V AAV 6 V A AV U Ai `! AA A _ 41O - — UNIFORM SAINT HAMILL - - - \p SEE PLAN AND TY N I I NE U, N36 35a SPACERS PHA - -- i! FOR MONUMFNC N CASE, SEE KING COt1NTY A9 JJ LF 24 CARRIER PIPE CA RESTRAINER. _ OEPS_ fk TSAN5"MAY EASTC%V - y°�+` O O SSX R PHASE OR WtA tlV. - t.v:INq SI'F. r.D+vcRETC CAiiNCx SEA 240 SEWER. E VOW I, SHIFT MOt UtaT i, Jir Li 21 . �I r SEALS ON ' 14W 2+60 PROFILE _ \.l% //// r CASINO SEASONS STALL BE LOCATED SYMMETRICALLY ABOUT TMk: /Lee SCALE. I "-2O" He 1 °-20' V pleln of Record Date ,' ,,_" leaf _ I PIPE 7"ITZZf /� / %rGa EST LE -RDIC G ANP "ET O SCALE � T -' - "' SEA O -RING EDRESIL AMP ' t, RADAR SEALS SMALL ED SYNTHETIC INSIDER NOR STAINLESS STEEL CLARRIS, PULL-ON OR ARAP- AROUND STYLE, AS MANUFACTURED BY ImPEUNE SEAT. AND INSULATES, INC., CA TACO, INC., OR EDUAL. 2V PAC ESP 40 oNPE — UNIFORM SAINT HAMILL - - - \p SEE PLAN AND —_._ _. PROFILE , SPACERS F. %.E ,!CANTS OF CARRIES PIPE kbiRiW CASING SHALL BE 'AA6t}EIt OR i! ES POLL REGAN MIN _...— a RESTRAINER. 3RifR� L T 6, YNIS DWl4 T k }` P r.D+vcRETC N �I r SEALS ON I t} \.l% //// r CASINO SEASONS STALL BE LOCATED SYMMETRICALLY ABOUT TMk: /Lee TIUU IC BATED VALVE {ROX 2" PVC SON 40 CAP N_ ITUL t. AFTER COMPLEFICH HE MICRnsUNNE., MCNITORING STATION St IAtL BE COMPLETELY REMOVED EXCAVATION SMALL BE DACRATLLEO MIN LEAN CONCRETE MUC AND PAVEMENT REPAIRED PER THE REQUILA MENIS OF THE ACXNCY HAVING XINSNCSON. 2, PROMPT POSITIVE RESTRAINT AT SURFACE TO PREVENT WEAN FROM FAILING INTO BURNS MANHOLE, .S�561.MRIACE SETTLf'MENi MCPi TOR4NG STATION_ NO SCALE STEEL PIE CASING (WHERE REQUIREO) FOR CASING LENGTH AND INVERT EL N_wLEL SEE PLAN AND —_._ _. PROFILE , F. %.E ,!CANTS OF CARRIES PIPE kbiRiW CASING SHALL BE 'AA6t}EIt OR r L "Iran RESTRAINER. 3RifR� - DE 6, YNIS DWl4 L. AIDS CARRIER STALL BE TESTED BEFORE NSPAll.ATiON OF FIJD SEALS ON y t} 3. CASINO SEASONS STALL BE LOCATED SYMMETRICALLY ABOUT TMk: r _ �': PIPE IN WONT EERO DRAWINGS. ADDITIONAL ifl 9iOn W THE IPEAI POSITIONS T AROUNMEAN SLOOK0 ELL PROVIDED RECESSION TO PRE T FLOTATION MIRING R- AGEMFIT Of GROUT. 4. INNER DIAMETER OF E STEEL SMALL AT 4° 1 -- CkP!NC. PT "ER RI AT. LARGER tNAPX rid+: f]VJiEFE OiAA1F.TF.R OF THE CARRIER PIPE. N T F TER O E) SPASMS SEE ROTE H ;r, CARRIER 4NwE SMALL HAVE JOINT TYPE AS SF'EOFIED. NO STAY OR STRIP FOLIN .._. 6 MIN -R' MAX, DEFLECONS PERMITTED MPRN THE CARRIER PIPE _._... .�E UASiNG NOTE 7 5, PROVIDE, TRADE CARRY PORTS AS SHOWN. SPACE AT 4' -W. C'ARRIGR PIPE .. .._..— -._..9U. C.A.SNO, SHALL RF AS SPECIFIED IN SECTION 7.. .06,3(87. "\ 7, REPRESS SMALL BE „"SPACED MAXIMUM QF DOE FOOT EACH SIRE OF PER SPECTFICATIONS FILL ' SST. NOTE B & AANT . .... I ANNUL-AR SPACE WITH GROUP \ FILL VCSPS CREATED BY BORING, Y .TACKING, OR TUNNELING By � PRESSURE GROUTING. _ ` /v f� TTYP OF 2 / 5ECTi{3N ,, KING COUNTY DEPARTMENT OF NATURAL RESOURCES SEE mQYE a __- - STEEL PIPE CASING WASTEWATER TREATMENT DIVISION FAIRWOOD INTERCEPTOR PR CT DETAIL IN S N rra 140TH AVE SE CONNECTION PLAN AND PROFILE A.' TAM 0 TO 1 +50 ANY N0. REASONS w DATE Amman Np9-LL-92Q4E - tOOOO-- O4IOSURrEt' ON —vNEET T NY i 0 ca _n d H W Z J i f- Q C_,ENfRA( Gj -E- 1. EXISTING UTILITY INFORMATION 15 SHOWN BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR TO MEET LOCAT @N IN FIELD. 2. FOR ROADWAY AND DRAINAGE INFORMATION, SEE SHEETS 30 -E7. FIELD BOOK: 1294A -D SURVEYED:--------KC. SURVEY 2 2 SURVEY BASE MAP: E. EBLE 12 33 DESIGNED.- PP /CM 8/200( BRAWN: PS 8(200( CHECKED: UM /KH 8/200( DATE I REVISION I BY I DATE AND COVER TO FINISH GRADE. \_( ADJUST VALVE AND METER BOXES TO MATCH PROPOSED GRADE, COORDINATE METER BOX ADJUSTMENTS. WITH CEDAR RIVER WATER & SEWER (CRAIG) DISTRICT. a cV cv cv d H U7 W Z -I `K FIELD BOOK: I/Uli'A- "iI ROC RD MICROFILM Epp SURVEYED" K.C. SURVEY 2196 SURVEY BASE MAP B EBLE I2 93 DESIGNED: 8/205 DRAWN: PS 6 /2001 CHECKED: DM/KH 8(2001 DATE QRXg3n1_N Tq IS t EXISTING UTILITY INFORMATION IS SHOWN BASED ON BEST AVAILA LF INFORMATION. CONIRACTOR 10 VERIFY LOCATION IN FIT I.D. 2, FOR ROADWAY AND DRAINAGE INFORMATION, SEE SHEETS 30 -67. RE'VIS'ION DALE PLANS OF ROC RD MICROFILM Epp 3-3-2004, AUG 21 W. *�S*' FED. AID No, _ NF /A __�IROJECT Nu. SURVEY No. 27 2.3 —a 21 p� M1 ( vmuz oipoTal MAINTLIVANCE DIVISION No.--N/E..— I eiz CEDAR RIVER WATER AND SEWER DISTRICT + a z z s c7 CALL 2 DAYS Penhat}egau Associate Consulting Engineers, Inc. BEFORE YOU DIG PI' -800- 424 -5555 IT iy _ AK-Wand R d a! Way 0l0 Va" SEWER AND WATER RELOCATON - -STA 22 +20 ro STA 27 +40 N BOOK: 1294A -D BASE C5 ,f F h N a w z J z c� F- 4 SGNSTRUOTIOMN V ADJUST VALVE. TO MATCH PROPOSED GRADE, IF NECESSARY. TZ GENERAL NOTEP 1. EXISTING UTILITY INFORMATION IS SHOWN RASED ON BEST AVAILABLE INFORMATION. CONTRACTOR TO VERIFY LOCATION 14 FIELD 2, FOR ROADWAY AND DRAINAGF- NFORMATION. SEE SHEETS 30 -67 . DATE REVISION DATE I' -LD. AID No, IPROJLCT No. 400287 SURVEY No. - 27.....2:9 - -5 -21 MANTEVAIVCL DIVISION No, PLANS OF RE.CORD FAN InRV 1 Tlf w:.l+ CEDAR RIVER WATER AND SEWER DISTRICT O M d U) w z z F- a WORtOR_M AUG 2 1 7101 CALL 2 DAYS BEFORE YOU 010 I- 800 --424 -5555 FIELD BOOK: SURVEYED:_ SURVEY BAST. DESIGNED:_ DRAWN: _ CHECKED:_ O } N r) FGv ' A* 6 $ 54;:&Va =:D 3 4G ,R "oL 40.3P CMV.wp INSTALL FIRE HYDRANT ASSEMBLY ON EX TEE: 1- FH ASSEMBLY W/ GATE VALVE, 3 U G IN& FIRE HYDRANT 6 1- THRUST BLOCK t 34 +00 I i2 tV f CONNECT TO EX 12" / <} 1 - COUPLING, NJ 9 -45' BEND, MJsFL 1 -120 GATE VALVE, FLAMJ I- THRUST BLOCK CROSSING SANITARY SEWER: TOP OF S5 467.30 [E WATER 467.80 r...i3 OWNERS STORM; TOP OF WATER 468.30 IE SD 468.87 (a _ $11 1. `'k'l./ 115, AVENUE 11 ��" EX RIM EL ±470.4 EX RIM EL ±471.5 ADJUST RIM TO ' ADJUST RIM TO A;Y PROPOSED GRADE PROPOSED GRADS `J EL E473.2 EL ±473.1 FH AN G -2, 3 -25) j 43NCRAL_NCDLS_ 'I. EXISTING UTILITY INFORMA]ION IS SHOWN BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR 10 VERIFY LOCATION IN FIELD, 2, FOR ROADWAY AND DRAINAGE INFORMATION, SEE SHEETS 30 -87. DATE REASON DATE. CROSSING STORM:.:. ; TOP OF SEWER 468.05 PROPOSED CRWS MANHOLE'. IE ED 469.97 CIA 37 F20, 22.5' LT RIM EL 473.Rk /� MATCH PROPOSED GRADE V (J EX MH AC -2, 3 -5) ! NOM : ABANDONMENT /REMOVE PIPE ON THIS DRAWING INCLUDES REMOVAL AND DISPOSAL OF V AND 8° WATERMAIN, AND 128 WATERMAfN FROM STA 37 +00 TO STA. 43 +00 IN ACCORDANCE WITH THE :SPECIFICATIONS.. ALL EXISTING WATERMAIN ON THIS SHEET IS AC. SuON513N.4TI0N NOTE,$ 1 �r PLUG EX 12" AS FROM AIN O f OJ M 93100 v z RJP OF GAME IF AD 468.86 /2} PLUG EX 12" SS 10 NE AND EX LINE TO NW. RECHANNEL MANHOLE FOR FLOW TO NORTH, REMOVE ADJUSMENT BRICKS AND TOP SLAW, INSTALL 1 -24" MANHOLE SECTION, REFtACE'. AS TOP SLAB AND INSTALL 2 -3" RISER SECTIONS. AMA15T RING AND COVER TO FINISH GRADE:. ABANDON ER SANITARY ;EWER LINE. ABANDON EX MANHOLE BY REMOVING TOP CONE, PLUGGNG EX SEWER LINES AND FILING MANH NE WITH SAND, 0, REMOVE ADJUSTMENT BRICKS AND TOP SLAB. INSTALL. 1 -24" MANHOLE SECTION, REPLACE EX TOP SLAG AND INSTALL- 3-4" � RISER SECTIONS. ADJUST RING AND COVER TO FINISH GRADE. REMOVE EX FIRE HYDRANT ASSEMBLY AND PALMER TO CEDAR RIVER WATER AND SEWER DISTRICT 0 16E. MUTATE ED TEE 180' AND INSTALL NEW FORE HYDRANT ASSEMBLY. LOCATE NEW FIRE HYDRANT ASSEMBLY ON EAST SIDE OF ED i2" WATERMAN. PLUG EX 8" S5 UNE MOM SOUTH, SLOPE MANHOLE SASE TO REMAINING OUTLET, PLUG EX W SS LINE FROM WEST, SLOPE MANHOLE BASE TO REMAINING OUTLET. ABANDON FX 12" WATERMA{N, CROSSING TER 4 -O TOP OF WATER a88,3O i IE SD 469.29 u 225 LF - rz °.wrc u S =0.0066 .. A�_ w EX RIM EL ±470.4 EX RIM EL ±471.5 ADJUST RIM TO ' ADJUST RIM TO A;Y PROPOSED GRADE PROPOSED GRADS `J EL E473.2 EL ±473.1 FH AN G -2, 3 -25) j 43NCRAL_NCDLS_ 'I. EXISTING UTILITY INFORMA]ION IS SHOWN BASED ON BEST AVAILABLE INFORMATION. CONTRACTOR 10 VERIFY LOCATION IN FIELD, 2, FOR ROADWAY AND DRAINAGE INFORMATION, SEE SHEETS 30 -87. DATE REASON DATE. CROSSING STORM:.:. ; TOP OF SEWER 468.05 PROPOSED CRWS MANHOLE'. IE ED 469.97 CIA 37 F20, 22.5' LT RIM EL 473.Rk /� MATCH PROPOSED GRADE V (J EX MH AC -2, 3 -5) ! NOM : ABANDONMENT /REMOVE PIPE ON THIS DRAWING INCLUDES REMOVAL AND DISPOSAL OF V AND 8° WATERMAIN, AND 128 WATERMAfN FROM STA 37 +00 TO STA. 43 +00 IN ACCORDANCE WITH THE :SPECIFICATIONS.. ALL EXISTING WATERMAIN ON THIS SHEET IS AC. SuON513N.4TI0N NOTE,$ 1 �r PLUG EX 12" AS FROM AIN O f OJ M 93100 v z RJP OF GAME IF AD 468.86 /2} PLUG EX 12" SS 10 NE AND EX LINE TO NW. RECHANNEL MANHOLE FOR FLOW TO NORTH, REMOVE ADJUSMENT BRICKS AND TOP SLAW, INSTALL 1 -24" MANHOLE SECTION, REFtACE'. AS TOP SLAB AND INSTALL 2 -3" RISER SECTIONS. AMA15T RING AND COVER TO FINISH GRADE:. ABANDON ER SANITARY ;EWER LINE. ABANDON EX MANHOLE BY REMOVING TOP CONE, PLUGGNG EX SEWER LINES AND FILING MANH NE WITH SAND, 0, REMOVE ADJUSTMENT BRICKS AND TOP SLAB. INSTALL. 1 -24" MANHOLE SECTION, REPLACE EX TOP SLAG AND INSTALL- 3-4" � RISER SECTIONS. ADJUST RING AND COVER TO FINISH GRADE. REMOVE EX FIRE HYDRANT ASSEMBLY AND PALMER TO CEDAR RIVER WATER AND SEWER DISTRICT 0 16E. MUTATE ED TEE 180' AND INSTALL NEW FORE HYDRANT ASSEMBLY. LOCATE NEW FIRE HYDRANT ASSEMBLY ON EAST SIDE OF ED i2" WATERMAN. PLUG EX 8" S5 UNE MOM SOUTH, SLOPE MANHOLE SASE TO REMAINING OUTLET, PLUG EX W SS LINE FROM WEST, SLOPE MANHOLE BASE TO REMAINING OUTLET. ABANDON FX 12" WATERMA{N, C 500 �. a 506 495 w �° 495 6hIIh 490 !. � rr EI z � 490 '.... ohk zU 485 ... m m.: `$_ ¢ 485 o ea ti�� «r °z c�i l°Illll= arc. w ``r owi ca v� #v Ia`°i 1� U' FFf- h 'C3 hlY Am (14)m } wRON Uwl or a'a mlw rtwa `T wam' m } 480 CO ,,, w „� ,_,.w w n X13 m. e� RIO c o n" -' a N ra t1�} za q 486 Y'S z�y04 mm Ob' �wy.. Z4 ¢ 6�gwF Uri : NS 4 : :m ¢ ati x PROFILE CRANE AT CENTEM.NF �.: tt� m =' CT w : 4 '}+o,o a ttm w.'.r tt �._w EX 12" WATER TO 1- u~i ll wow ww �w ; w : xn:u )I BE ABANDONED cn 47S EXISTING GRADE AT CENTERLINE C -- ._ ( j_ 475 470 � � � -�7i �,� a � 476 !/l E/ E f t r✓ m� ,8% x•sB _; _ __ _ 465 . > /, "_..._._......_ _ 4615 : 12 DI WATER HM 9 SEWER TtS BE ABANDONEB. /i // r2° qI wAR6R _I 23S LF 12" 4BIG `. 460 D oars 215 TI - 12° PAO 460 h XI ?�o... 0 n 1.455 d p'^.,3 (m N ;� and CONTRACTOR 10 FIELD BEGET INVERT OF EX _ +`^ MANHME AND ADJUST GRADE TO MATCH IN w eJ f^ COORDINATION WITH DRIVE DISTRICT. 456 460 rp M w IN 445 445 1 : EXISTING UTIL11 Y.INFORMATION IS SHOWN BASED ON BEST AVAILABLE INFORMATION. ODNrRACfOR TO VLNIFY LOCATION IN FIEILD, ? hOk ROADWAY AND DRAINAGE INFORMATION, SEC SHEETS 30-67. J nwww u 1 y/ = TOP OF SEWER 489.96 /E� IF ED 4&1.45 j 24 KC CEDED v� av3nmri'mbnn mc3;.aa; aa+ p .,axyp ,� l.i (};„, �namrasmx•,'so 11 -g .,,• �-.. l "F4t w, 2 { i � � / - � +PMnIMaM1WNF4MNdpy�uA9nn#;?vFkrvv � � "-. t� r _ mnvmvev2atu.8ya (qJ }y� '�' >ilW 6 CO v M ^5 CONNECT 12" PVC TO KING COUNTY SEWER AN -- Aj 1( � + �I � � 4"�fKRJRUCTiON NOTES: ABANDON/REMOVE WATER A 8" WATER FOLLOWING ACEME ING).ESON CF PROPOSED WATER FACNt4E"S AND PLACEMENT iN'CO SERVICE ABANDON/REMOVE EX 12 "WWATEREFOLLOWING C COMPLETION O _ PROPOSED WATER FACUPES AND PLACEMENT WTO SERVICE. ALL G BE IMPROVEMENTS PROPOSED WATER FACILITIES AND PLACEMENT IN10 SERMCEF / ALONG EE FCRWS— p BLVD j SEE SWEET CRYF3 -24 P mw ' 5001 495 :... 495 490 490 485 ° �"m I a� I. 485 480 (A F 0 z I 480 o 0 475 m __ - EXIS7ING GRADE At CEN7ERLME at 475 4 AS 4 470 r .7�i�7�1iGi / nrzoFllr caAlrr AT cFNrERUNE .. z.. 470 Ff/ T7 / % — _ -._ RECONNECT TO e iz° a f / / /�/ .. . „�...._.. --... m 465 465 - ---- -v 12` D( WATER _- 465 91 Q 0065 12 PVC : I �_ --_. --,._ -�..._ _... _ �.. -•__ - � ...; __.�_...:__ 12„ D- t- ,PoPaTER / ,�� � 460 '. `- FiLLE€J " . ^�/ —TRENCH WITH 'DO BE BACK _ j WITH CONTROL DENSITY FILL "'- 4.s 24° KC SEWER 455 `$ a 22PS° BE14DS TO MATCH GRADE 1 455 4 N -� 450 5 AFTER NEW LINE D OONNEeTED. 45C7 W o REMOVE EX 12" GNE: EX 12" '.v WATER TO REMAIN IN SERVICE - -- UNTIL PROPOSED :i2 WATER IS CONNEC(ED AND iN SERVICE.. _......_ '.445 445 GENERAL NOTES 1, EXISTING UTILITY iNrORMATON iS SHOWN EASED ON BEST AVAILABIC INFORMATION. CONTRACTOR TO VEIIlFY LOCATION INFIELD 2 FOR ROADWAY ART DRAINAGE WFORMATION SEC SHEETS 30-671 L. ....(MERIDIAN.... WII I III N N 39 +0G � ... �$ 40+00 5 414-00 � 42 +00.. 4. 4 h +(7(7 � 3 N.G.V.U. 29.. GAV_G 2 DAYS P11 "1 tI'll, Associates Censu( @n,p Err;;eOeN"s, fie c ON 1 BEFORE YOU DIG F'i`F -1fl+95 OF Fc°EGC74�.Cr - 1 - BQQ °/4"L4_° S55"J 'E:PB'>'� :6 -a° 2CO4 � ° : y , „T WIWwd Federal Way Gn Etan FIELD BOOK: �„t SKEET rewc� e^°a aav,rece ®re a eye BOOK: BASE PS DATE DArE ABANDON EX SANNARY SEWER LINE V PLUG EX Id" SS LINE FROM EAST AND SLOPE MANHOLE BASE '10 REMAINING OUTLET, V REMOVE EX EIRE HYDRANT AND DELIVER TO CEDAR RIVER WATER AND SERER DISTRICT OFFICE ABANDON EX MANHOLE BY REASONS TOP CONE, PLUGGING EX SEWER LINES AND FILUNG MANHOLE VDIU PLANS OF RECORD AND. C FED. AID No pP N44� D_ S t .vrc a v ��or wn °jfd V'A PROJECr Do. __--- 4002fY'7 va e» a i ran .a 27 -23 5 -21 q!n. ,.B,as?Yi`�' °l, aM[niYfsA ha• SURVEY NO. _. 'turaw D. 'N"sros:� K' CEDAR RIVER WA'iRR AND -- i —7 I�'::=I>Es olwl MAINTENANCE DIVISION No. NZA--------. SEWER DISTRICT BEFORE 2 DAYS PenhaalleROn Associates ConAuHing LnDmeevs, OF. OEI 0(lL Y0U DIG t -800- 424 -5555 . � K)k /xu✓ 4e+Penfl Way L(e Nl[mn SEWER AND WATER REE6C9PON - -STA 43-F80 le SIA 49+20 I a� ( � ILM 1 a e l AUG 7 f 20M AM t iIM '.375. 375 '.. 370 O !370 t 365 a z 360 z Q '.365 355 350 345 340 335 360 \.:.; .~G .... l EXISTING GRADE AT CENTERLINE- 355 PROFILE GRADE AT CENIERIJNE 350 345 -` s - -.. �- ,.'12" ...._.. - -..—.. -- _._.._.�.�` _.... DI WATER 340 335 CiENERALNEElE3 1 EXISTING UTILITY INFORMATION IS SHOWN BASED ON BEST AVAILABLE INFORMATION. CONTRACIOR TO VFRUY LOCATION -0N FIELD 2 FOR ROADWAY AND DRAINAGE. INFORMATION SEE DUETS SO -67. al 11 11) 66 +00:: 67+00. 68+00 69+00 .1(1-+'00 /1100 P1 ANJQ MP ppe-Cfac D: A . SURVEY 2L93 _ - -- " "" t0T'nr�w et .J GLB"T'or�wnkq yS BASE MAP; -----EL EBLE 12/94 '—" _ T PP /GM 8(2080 M 'M " PROJECT No.. 4642_81 ________ __ JDATE P5 B /alloy - - 'S,'an,'.4�° . -- 1 ____ _______ 'Ncr�z SURVEY No. 27 2v —o 2, L DM�KW 8(2000 >p' T`TOxat JN,. ttnmat, WS' IMANTENANCE IMVISION No ALL- DATE REVISION BY SEWER AND WATER PROFILE-..SSA 65+80 TO STA 71 ±20 t t i 375 '.. 370 O t 365 a z 360 z Q 355 350 345 340 335 SEWER AND WATER PROFILE-..SSA 65+80 TO STA 71 ±20 t t i 20 10 5 0 STAGE 3 20 40 1 AFTER CONSTRUCTION OP MAE WALL AND EMBANKMENT (SY'A 94 +75 LET STA 101 +55), INSTALL SEWER LINE WE STA 139 +30 19; u TREATMENT EASIER Sl( 10 F00 GO GRAPHIC SCALE IN FEET 1 ILVd 1 VMi � YA'l FLA I1 J I ) I, I i s �,�,.. I � � k 3 iIf i q i C AiI \ ANv i Gv T{ f i 9 i 7 f f 71ECD BOOM: I" SUR9EYED:_ -_ __NC, S SURVEY BASE MARL B. RESIGN ENTERED: E A_DO RESIGNED __ __ :HECKED:U.. O BRIE N, W. I\4AFINPP" ,a I OKA,PIOL Dry ILL 'r �\ Wa k \ 'Al d � L { SE= av 94 j2A R 8 t N 0556 E 167 30 Yq t' a s II SII`�oE I� I e f Ix II; RL SEE ROADWAY PLANS GENERAL NOTES STAGE 3 WE 1 AFTER CONSTRUCTION OP MAE WALL AND EMBANKMENT (SY'A 94 +75 LET STA 101 +55), INSTALL SEWER LINE WE STA 139 +30 19; u TREATMENT EASIER Sl( 10 F00 GO A 1 WITHIN CLEAR ZONE, 4 AGE 4 3X 2. POSTED SPEED ON IRON AVENUE TO BE REDUCED TO 30 MPH ADVISORY SPEED. 1 INSTALL SEWER LINE FROM SEWER OUR 6E +90 TO NH R14-09 (SEWER STA 84a09) DURING 140TH ROADWAY SE FAtRWOOD BLVD TO SR 169 CONSTRUCTION LATH 83 +00 TO STA 106+48), STAGE 3 s + AST, OPR O H IF ACE N 1-1. HOMEOWNER IF ACCESS MIDST BE Dl `.ofttIP9LIJ SEE SPE CIAO I'ROVISLON3 SECTION t -10, E DIS SPECIAL IN MR RIS 07 OVER OPERATIONAL CEDAR RATE WATER & SEWER p1 TRIf)T (VICES) LINE AT CONSTA. S IMEN A DTC SPECIAL PROVISIONS. (.vJORf }INAIE PLACING MANM(JI E IT.iU SERVICE WITH S EWER STA 5P L 4 STAGED SEWER CONSIRUCIICIN A"'TJBMFS ROADWAY CONS IRt1CTIDN WILL BEGIN AT SR i6f3 AND PROCEED CRW iO AND KCWTD, OM 0 40UEH. STAGE G t 5 PREPARE AND SUBMIT FOR APPROVAL SHORING FOR EXCAVATION AND REDIRECTING PLANS; ESPECIALLY FOR T INSTALL SEWER LINE FROM MN IRT4 -RA TO MH R14 -015 (SEWER STA 26 +11) SURGE 140TH ROADWAY STAGES 2 AND 3, CONSTRUCTDN (STA 55 +50 TO STA 841 -00), STAGE 5 w STAGED SEWER CONSTRUCTION 2 POT ROLE. EXISTING CRWVD SEWER LINE AT 140TH $TA 45 +11, RT. TO VERIF'I M14 R74 -017 OVERT E.EVA'LON 1 ILVd 1 VMi � YA'l FLA I1 J I ) I, I i s �,�,.. I � � k 3 iIf i q i C AiI \ ANv i Gv T{ f i 9 i 7 f f 71ECD BOOM: I" SUR9EYED:_ -_ __NC, S SURVEY BASE MARL B. RESIGN ENTERED: E A_DO RESIGNED __ __ :HECKED:U.. O BRIE N, W. I\4AFINPP" ,a I OKA,PIOL Dry ILL 'r �\ Wa k \ 'Al d � L { SE= av 94 j2A R 8 t N 0556 E 167 30 Yq t' a s II SII`�oE I� I e f Ix II; RL SEE ROADWAY PLANS ,.m., .,. ,d ,. �,.... ® ..... ... ...... �rt. i,rf Fee 3 - �, , .. 12 ,... ....... .-: ,..,.. �: ...._ ...: e ) Lt {J __...... _ ....._ �' ii .S I ,-, s 'SS zx,T ' SCR Ta 140 31kQ0�"�,...,=.tr, % W SANITARY SEWER O 12+oo"'^^"".,.C..V� RAN 4� ... w . ._,.„..e. 4x... 1 ... ...... .,,._. A., W TL TU, R6GIN CAN[TANY SEINER MN R1 4 -093 . - -___- ____ -- - �) MEND STA 44+61WARY, SEWER SIA -FEBAW^ I (SEE GENERAL NOTE 1) A A = 344 '0&" ( SSTA iTS- Tol :: r4.0m ;4 CAW 34 +4q ' L 22.5 Rr R = 932.41 = 566.09 1 = 292.07 ._ -_..._ _STAVE 8 CsECONSTRUCTION BEADING N01ES1 P 13+8194 9, WES 61 \ LL J l xI T I I1 IO i"T A _ Lt A 4- I � r FED. AID No...... N/Q GENERAL NOTES STAGE 3 a l 1 AFTER CONSTRUCTION OP MAE WALL AND EMBANKMENT (SY'A 94 +75 LET STA 101 +55), INSTALL SEWER LINE g�t 9� FROM MH R14-05 TO SEWER STA 68100. PIPE OCCULTATION TO OCCUR DARING 140TH ROADWAY CONSTRUCTION TREATMENT EASIER 1. SEE SPI GAL PROVISIONS FOR 'TEMPORARY TRAFFIC CONTROL MEASURES FOR SAFETY OF OBSTRUCTIONS (STA 83 +00 10 SIA IONT 48), TAGF 2, 1 WITHIN CLEAR ZONE, I€ AGE 4 2. POSTED SPEED ON IRON AVENUE TO BE REDUCED TO 30 MPH ADVISORY SPEED. 1 INSTALL SEWER LINE FROM SEWER OUR 6E +90 TO NH R14-09 (SEWER STA 84a09) DURING 140TH ROADWAY SE FAtRWOOD BLVD TO SR 169 CONSTRUCTION LATH 83 +00 TO STA 106+48), STAGE 3 MAINTAIN FOR ALL SPREETS AND CONTRACTOR COORDINATE WITH THE SHEETS H IF ACE N 1-1. HOMEOWNER IF ACCESS MIDST BE Dl `.ofttIP9LIJ SEE SPE CIAO I'ROVISLON3 SECTION t -10, E DIS SPECIAL IN MR RIS 07 OVER OPERATIONAL CEDAR RATE WATER & SEWER p1 TRIf)T (VICES) LINE AT CONSTA. S IMEN A DTC SPECIAL PROVISIONS. (.vJORf }INAIE PLACING MANM(JI E IT.iU SERVICE WITH S EWER STA 5P AS1,aV"r�rr„Rr 4 STAGED SEWER CONSIRUCIICIN A"'TJBMFS ROADWAY CONS IRt1CTIDN WILL BEGIN AT SR i6f3 AND PROCEED CRW iO AND KCWTD, OM 40UEH. STAGE G t 5 PREPARE AND SUBMIT FOR APPROVAL SHORING FOR EXCAVATION AND REDIRECTING PLANS; ESPECIALLY FOR T INSTALL SEWER LINE FROM MN IRT4 -RA TO MH R14 -015 (SEWER STA 26 +11) SURGE 140TH ROADWAY STAGES 2 AND 3, CONSTRUCTDN (STA 55 +50 TO STA 841 -00), STAGE 5 STAGED SEWER CONSTRUCTION 2 POT ROLE. EXISTING CRWVD SEWER LINE AT 140TH $TA 45 +11, RT. TO VERIF'I M14 R74 -017 OVERT E.EVA'LON AND TO ESTABLON SEWER LINE GRADE UPSTREAM OF MN R14 015 STAGE 1b STAGE 6 INSTALL SEWER LINE FROM MN R14-018 TO SEWER SO D +50 DURING '140TH ROADWAY CONSTRUCTION 1 CONSTRUCT TEMPORARY CEDAR RIVER TRAIL DETOUR. SL^L PLAN DETAIL Did $F(A"$'l Ki29 AN➢ $PEOIAL PROM &IONS ' (STA 36 +AG TO STA SATED), STAGE 2. i I STAGES! 2 CONSTRUCT MIT R14-017 OVER OPERATIONAL GRADE SEWER LIME SEE SPECIAL PDOVISIONS 00 NOT BREAK i THIS STAGE TO BE ACGOMPLOHED AT NIGHT. CONSTRUCT MH RIO --40A OVER KING COUNTY'S CEDAR RIVER INTO SEWER LINE UNTIL SEWER LINE INSTALLATION IN THE NEXT STAGE IS COMPLETE. • SEWER MAIN BACK CASING ACROSS SR 164 AND INSTAII, SEWER PIPE 3 STAGE Z 2 CONTINUE INSTALLATION OF SEWER LINE 10 M I R14• 05 9 COMPLETE SEWER LINE INSIALARON BE WEFN SEWER STA 22 +50 AND MIT R14-0151 DURING 1407H ROADWAY CONSTRUCTION (STA 96 +I0 TO STA 051 56) STAGY. 3 1 REMOVE EXISTING NEE FROM ROLE MIT Rig 40A AND PLACE MANHOLE IN SERVICE. COORDINATE PLACING f w MANHOLE INTO A RNCE WI ILL KING COUNTY WASTEWATER TREATMENT DIVISION (CASTLE). SEE SPECIAL 2. COORDINATE. PI ACING MM #31R -D1T IN FIX SERVIfF `MTN CRWSO AND 4�:C4YTD- SEE 'SPECIAL PROVISIONS PROVO IONSdy x uz{xiN 0d8'itu,' )PMi%rT1 ii {{ $ '` YP .7JU:Y`'iG'"I1°aCwvdSSN °w.. A ...rtt_ .S - ,.m., .,. ,d ,. �,.... ® ..... ... ...... �rt. i,rf Fee 3 - �, , .. 12 ,... ....... .-: ,..,.. �: ...._ ...: e ) Lt {J __...... _ ....._ �' ii .S I ,-, s 'SS zx,T ' SCR Ta 140 31kQ0�"�,...,=.tr, % W SANITARY SEWER O 12+oo"'^^"".,.C..V� RAN 4� ... w . ._,.„..e. 4x... 1 ... ...... .,,._. A., W TL TU, R6GIN CAN[TANY SEINER MN R1 4 -093 . - -___- ____ -- - �) MEND STA 44+61WARY, SEWER SIA -FEBAW^ I (SEE GENERAL NOTE 1) A A = 344 '0&" ( SSTA iTS- Tol :: r4.0m ;4 CAW 34 +4q ' L 22.5 Rr R = 932.41 = 566.09 1 = 292.07 ._ -_..._ _STAVE 8 CsECONSTRUCTION BEADING N01ES1 P 13+8194 9, WES 61 \ LL J l xI T I I1 IO i"T A _ Lt A 4- I � r FED. AID No...... N/Q 0410 CaNlY DEK 'i.. AL. a l PAM BISSONNETTE, DIRECTOR g�t 9� TREATMENT EASIER OF PROJECT No. TH AVENUE/WAY 140TH o-a��pp��g g 30 SURVEY No, 27--23-5 .21 SE FAtRWOOD BLVD TO SR 169 SHEETS MAINTENANCE DIVISION NO.— SEWER PLAN — STA. 9 +95.24 TO STA. 14+33 S IMEN AS1,aV"r�rr„Rr �d %✓ 2 F \TIX r.. It 14 a� a It F JIT ,. ,k 'T A EyK F Vol +� x Vixu�Pyfq �,. Oa° nl,„'Ud a" 'i X flt d� � � d IT qY' i tF Pd 2DDN STAGING NOTES KSr) t t, hYlb -, AY.r S9 fiR Vx' 4R ?A* .uYt '@Y lioX iin, ftN£ .d`?"D4x JkY.^riZ" AA d9P +3t !BP' E<jl Ud; 597 Wr h„31n .=?."x t2N-' N?M }m' T t Y' w^ :, A+ x u c tt r> d n. t _ u ' r am x rt K <.a, or . ,,, ,�.*., x m ✓ )nn m'r,ndK rw nmy Y lJ. w,m. „rte „.x>,,:�x TO 9F ABANDONED :"• ^uw;,,.;, (PY Oib7ER5) ","'N*mn rA ¢ sn It .�.......a, . A„...+.,., a.... m.,,..�..,,,.,n..,„._�,.,: - „.,, ROAD „,,.. v.W�, tO2 ' 17+00 � i�� 18+00 rzan mk sam r.4RY 169176 34 Se.NEft No 673E )9 9l .,,„, CA i u., rtiJ%-�xa � xr 41t„ m uIt A — 33'45'22` `'�*.,�� R 1000,00 ,r �„ �N .. I_ = 589.1 F ' F = 303.41 f PI = 19 +85.82 FIE4[? BOOK: 1295A —D KC SURVEY ._.._. . _ FED. AID g� 84 ® 4,x&7 SURVEYED:_ 7 9S_ „_ e PAM NETTS, DIRECTOR SURVEY BASE MAP B. E6LE 12 93 ' --' WASfiEWAiER TREATMENT DIVISION ATER DESfGN ENTERED LA COLLINS 06fDO t��4, PROJECT No, .: DESIGNED O6 O6 m � SURVEY No, — -/ 23 5 -24 BE FAIRWOOD BLVD TO SR 169 CHECKEOG 0 BRIEN, W. HUANG oR /oa ,— —.. _ —_. I'4 ExpiEcs :z /za o-�,`_ MAINTENANCE DIVISION No, SEWER PLAN - STA. 14+33 TO S1'#.: 19+6:2 DATE REAGIICW BY DATE � JA4861NAgvlA'NIAK I1020WG S i Ax'a, K OF a 'ax q Y. /0 YY b'Of ` r 5SPGE b U3`'fk ;� ri C) k �• 5 g_. !P ;l��xm..w. X W A p ..ta) rcm .)..� y t PO st {v u+ RAM m m TaeUi r.VcviTsA)V�- �coaowr, 10 IO h R 90 40 ..' UYUtF'I UG SCAX IN TP9E,-9..,(aCC GDNg9 {gUCT1DN 4(A)')WS NOT!' c 25+00 N 68'43' C .}. $ANIYA@Y a6WEP 24'f `,S - k)6. 17) N 17 anlR t9. 11 �J FED. AID PROJECT NO, SURVEY No, 27-2,3-5-21 MAINTENANCE DIVISION. No. _..— i rl I A 03°53'50" + R 2000.00 136.04 ,0 68.05 °I 25+18,05 R z _t a 1c) t - �NY i N 'k{ i C f Y . ✓a 7 R f arr .� - Ff i'NN,rkP,?SLtP??z"Nb(A3 u. ! �J FED. AID PROJECT NO, SURVEY No, 27-2,3-5-21 MAINTENANCE DIVISION. No. _..— i rl I A 03°53'50" + R 2000.00 136.04 ,0 68.05 °I 25+18,05 R z _t a POSTD NO iRESPASFy NS PROPERTY 6r THE UNITED STATES BONNEViL[,F POWER ADIA NNNRATI ©N VA' ' I?, r r.'.I 0 u� Q z J z U BOOK: BASE � Ah�sei�i �avi�sn�ics- Pinaawc t` jFSyk v ;iP,f im I I A� e, � Roft BASE J \dw P I ns.Dwc FED. AID PROJECT No, SURVEY No., 27-23-5-21 MAINTENANCE DIVISION. No. ,... IN 3i'rma R t #'R, BOOK: BASE ,c \ans�a \ah \`H r\ c�,— ecae.owc ahi }iki ? : pt,�k ,k 87`31'3.3" 2 = 822.50 ,. L — 1251 90 T 789.10 a NI — 43+83.1A T C q io pq '^vrn amya2 yrdiA4 nomM 5 xE6,.. } m _ 44+00 � 2R e � gF,NiTARY 5EPo Q h 140TH WAY SE x,22, �. m � r 7t �v A p. slye "M >rt.. F Y f kri; "} BOOM: BASE \4wfm AuviAS+:r \ks -Pt 0) um, 20 10 5 ._... ..,,,_. 20 40 No. GRAPHIC SGA E 5N FEEF'. n k � >� d WOO NV x 455+00 � 52V7 }O PROJECT No. ._... ..,,,_. —_,_, SURVEY No. 27 23 -5 -21 MAINTENANCE DIV00N. No.. ,,` OF �Nlk ., t b r/Wyn FIELD BOOK: ___---- BASE x R o JlA rte, a 1 &A Q ' R 1 „h �^ n , r �„A ' m . 24" AC P� .4800 :,¢wEre ,aNIV,2Y NH • T - R14-010 1 b Po 171762 7462,6 , 4k F 16741 &2 'x? � t 140TH ,... LV° I! t E ROADWAY r4 4' s `1 e: E `t, w� ,-:a. vrs ...,. m. „bha ..:,,,,,.,1E.o-am STAGE 5 r, ww? AESECE F: eu E SzC :) rgsx S sA p4x`.� VU Im Al ^ a 1 3 } f f b S H- i. _ 1 1 i 1i FED. AID No.. PROJECT No. SURVEY No. _ - '27-23-5-21 DIVISION -No. 5F ,, t yr 10 5 0 20 _ 40 GRAPHIC SCALE IN FEEL 1 i t x r., F m 1 5F ,, t yr 20 10 5 0 20 _ 40 GRAPHIC SCALE IN FEEL 1 20 10 5 0 20 _ 40 GRAPHIC SCALE IN FEEL Ns , +'^ M, .sr im FIELD BOOK: . SURVEYED: K.C. S SURVEY BASE MAP d- DESIGN ENTER60.__ L.A C' DESIGNED AMECKED:J 0 BRIEN W. ' A'D5i4:A69V \slIIAKs- PLOY lmc ,�.���. A: m,.uaA,, •,.An. 54$0 20 10 5 020 40 GRAPHIC SCALE IN FLI: 74 S 7 ' SANITARY SEWER D( 53 +00 E0 r 0%.. , N' 41 ]2005 4 "^ ., „, h N A E 1674344 ✓ v SI ^^w h Ate: "F 3fi SC .e... TOT yJ �9 ,r( ('�Y �A�m O f11 i ...,. ROADWAY 4F.1) W"� ,.., . . VV ... P S ,.. 1 SE Gul 1 P _... ....,'3 Y OY .. R £377.50 ' 332,74 ^N A ask m �. K �. ., ,...,. e' __ ._—___.__.- _ STAGE A AID No, PROJECT No... SURVEY No. 27-23-5-21 MAINTENANCE DIVISION No. vN� � { %: 1 BOOKi YED:__ ( BASE i A4xaw:AamA4 I \ns- au0.f)VG STAGE 4 {,hy :11—Li FED, AID A = ov 5,08 R _ 2000,00 L — 58€3 06 "( = 144,28 RI I 3 STAGE 4 {,hy :11—Li FED, AID A = ov 5,08 R _ 2000,00 L — 58€3 06 "( = 144,28 RI = 61+24 ,53 [STA, 90t4647 140TH AVF SE STA '[4400 SE 154TH P' ; k A { ST ov- t C/)r r" PROJECT No.. _. ... .... _.___ SURVEY No. 27-23--5-21 MAINTENANCE DIVISION. No._... rSV2' i 61 +00 n t AN ' -, _.. .. t cp „ n a lo z s> �..� m o ED r 1 tF t AN ' 3;i's w ~ u 4 r trts } ROAQN ttt�, f gk k �r2 �x Y T. H f'o Ii rt s T +,x BOOK: YEB:_ Y BASE s \Aril PIAcamAs aVi<s- .auI.IWO Ws : rte. WmU STALE 4 — DGNEti1 Ks 20 70 5 0 20 40 GkAPNif. SCALE M F6G1 R14 q/ 914 6 N me s st 2 767350119 6 E 1�6 3476 I� � m- £91E$403 1 �S'lf lf"{ tlY AY 'SE 1Erfk" mow+"" "y. —„ m °r^wi^.rcemvw + ....., .'mod fR Pi � � uan:c =✓ wa, mas «um.u��?+°rnm�Linrm�wna ✓rorr7,e 36.17 m+a ry 7 , ✓ 1 % �r NOTE: t CONNEMION To EXISTINO SEWER LINE BY OTTERS, FED. AID No._.Nf2,._ .. PROJECT No. SURVEY NR. — 27-23-5-21 MAINTENANCE. DIVISION No. Plan of Record If I BOOK: BASE v \3s6miAtivAs3II k5 —n' sI um; FED. AID No. PROJECT No. ....... SURVEY No. 27-23-5-21 MAINTENANCE DIVISION No. �s ,n m� SEWER PLAN - STA. 66 +84 TO STA. 71 +54 A ri �s ,n m� SEWER PLAN - STA. 66 +84 TO STA. 71 +54 A F F F O 5 p 0 4p GhAR{{Ip S'GA[p IM FEET f ------ — ----- ____- .. -._._ __.__— STAGE 2 — ----- — ss TT If 1 I 5 Y Y Gl t' � anu.mv ,. .4 .,.. u k �m�= r U ,N .n:.. ..... ,�.amrurani ., T 140TH WAY SE } �� ,,,..... , sz� ✓.i�Q6 3oba�'?Fwraar sEwer� ri. �,- s4�hp9 2e° _� 75+00 aro ll #TQ BASE aV48fll M ilAKS- FU3.TWO AID No, PROJECT No. SURVEY No. 27 23 - -5-21 MAINTENANCE DIVISION No. 419 � 00 1 �.� .. „_.m�.,_,...,...a. 1.417 +00 Qoi ; BASE J \o- 861 N \CI v I \FI I lA<% -PY I F JV0 7435 +nn SR 169 - SE RNTON -MAPLE VALLEY STAGE 1 SR 165 h' /W.STA, 410+5257 (75,29 OF.) 20 '10 5 6 20 40 MIT — 5I -� OR 169 R/W STA. 17515236 (63.30 AL) GRAPHIC; SCALE IN IPCET TO CRT SIDE OF GATE----,.- TEMP. CONST EASEMENT I —_ 1 /X o- — (.. 0S A-APPROX. GATE Rip 40A" LOOXf ON ". �N 173811,98 E 16731043S _. ._ _... 1114_ N 173709,64 1, E 161312687 r 414T-00 1 4R 169 H/W S2 s.:.........._. °.: 415 1A3 HWY OF {� r 1 O , E-N D 14 0tr 3`a1 ROADWAY fSROJEC -I `�� AR 't E T wNS� 77 a. v t1 ........ 1 �"� 30+0 1432 +DL7 ,- , t a 1n, REM_ 1, SEE SHEET 28 FOR TEMPORARY EROSION PLAN, Record FED. AID No.. N/A _ ' OF C SHEET . 0 S2 } 6+ RAM BISSONNETTE, DIRECTOR 9` v� WASTEWATER TREATMENT OF PROJECT No. pDIVISION 1 AVENUE /WAY B SURVEY No, 27-23-5-21 SE FAIRWOOD BLVD TO SR 169 i� ._w...., . p .....,_ SHEE1 MAINTENANCE DIVISION ..:No. ._...,- i,..,.,,.,_...,....a,... SEWER PLAN— STA. 75 +32 TO STA. °78+06592 301 ® (f4 d 3+00 0 + 1A3 HWY OF {� r 1 O , E-N D 14 0tr 3`a1 ROADWAY fSROJEC -I `�� AR 't E T wNS� 77 a. v t1 ........ 1 �"� 30+0 1432 +DL7 ,- , t a 1n, REM_ 1, SEE SHEET 28 FOR TEMPORARY EROSION PLAN, Record FED. AID No.. N/A _ ' OF C SHEET . S2 RAM BISSONNETTE, DIRECTOR 9` WASTEWATER TREATMENT OF PROJECT No. pDIVISION 1 AVENUE /WAY B SURVEY No, 27-23-5-21 SE FAIRWOOD BLVD TO SR 169 SHEE1 MAINTENANCE DIVISION ..:No. SEWER PLAN— STA. 75 +32 TO STA. °78+06592 301 ® (f4 d FIELD BOOK: I L' SIRVEYEA___ K C S M SURVEY BASE MAP i3_ DESIGN ENTERED LA 01 �Il��9HP.F�Y� " CHECKED:'M 0f3FtlE�N,_ 20 10 5 0 20 40 4" M GRAPHIC SCALE IN FEET TEMP CONSF EASEMENT— !i, METRO CEDAR RIVER MIT CONNECTION VATION IM & d SEWER TRUNK EXCAVATION IONl15 I ----�� 1 36 S' —_ — ---_�_ - 10 SEWER EASEMENT ., k-- A -ICI �a EXIST CHAIN LINK AND -•�— _— � FENCE AND GATE SEE NOTE 2 NOTC t _ "'" —TEMP. 6' CHAIN L0 N LINK - WORK TE OLIN , r� SEE NOTE 1 WURKSITfiO� " G . — RECEIVING PIT 444-x00 �z Crr ) - , i5a KIW m I 415 -{00 417+00 5' MIN, WIDTH 41 ii FOD ASPHALT _... TRAIL DETOUR 14,3$ 0 — .�— '- -_... -�_ --- __L_ 1434 1 -0U SR 169 - SE RENTON -MAPLE VALLEY HWY END 140th 433 +00 c> 0 TEMP CONIC, FARRIER 3g i7 A t � I A v kp FED, AID Na 15 OPENING TERMINAL SECTION - -48" SLEEVE —'— 1431 +00 -- — 1432 +00 - _TEMP 6 CHAIN IINK - -�.- ---"�- FENCE ENCLOSING WORKSITE .. . JACKING •.... PIT t C>, U) i :......yam ' -- P 1 49.E NOTES: "- ',✓ I, RETQRE ASPHALT CONIC. TRAIL. BY SAWCU(MING AND PLACING 0,25' ASPHALT CONO, PAVEMENT' CL B OVER 0.25' CRUSHED SURFACING TOP DOUCE SEE SPECIAL PROVISIONS, 2. REMOVE TEMPORARY DETOUR PAVEMENT AND k00.. 1 RESTORE DDG RBCDAS OULD1ER I WITH SHOULDER PROJECT Na SURVEY No.. 27- 23 —: --21 MAINTENANCE DIVISION No. L AaeewlAOV"L• RA rusRW _....... k:Yj,•; NM"r`..h \it,^^Y'.. IM +met. a 301)00 I 310 : `�, L. 310 305 ..,..,.. ! : 305 :LIB, 300 y: - i _ `- -,.�� : 300 .., ,'tni K Ilv 295 T^ I1 S A.It ,�. \ _ \, PROFILE GRADE: AT CENTERUNF 295' 290 \ o 290 t.� Wo WON 285 +`- �", _ �."��,,. c�v 285 . w lw , l ,.� �.�_ V `' '� 260 NO -� 260. ED -� d d 275 g ` ..� l ... � ...... '� 275. .270 ..� 270:. 265 265. 260 : 260.. 255 255 1. FXISING UTiiITV INFORMATION IS SHOWN BASED ON BEST AVAILABLE 250 INFORMATION CONTRACTOR 10 VERIFY: LOCATION IN :FIELD 250 2 FOR ROADWAY AND DRAINAGE INFORMATION, SEE SHEETS 30-61, 245 745.. :. :.. MERIDIAN. 235. rl CL 77 +00 : 78 +00 h _.79+00 -� 80 +00 �. h.. 61 +00 N.G.V.D. 29. PLANS OF RECORD CALM. 2 DAYS ,,DF Vs p - re� BEFORE YOU DIG ffiryi f''et�h.elfegtrn d4Waac¢ates G "on6uttenq hngmeers, inc r s 7:— fJ�.i— �L>�—SSJRS. KtMlaPtl fetlev el Waq� Cie Nmn GENERAL NOTE I . EXISTING U INFORMATION. CONTRACTOR TO VERIFY IOCAION IN Fo l-D. 2. FOR ROADWAY AND DRAINAGE INFORMATION, SEE SHEETS 30-97, FEU. AID No. PROJECT No 400257 - SURVEY No -21- 23 - -5 -21 MAINTENANCF DIVISION No. ----- LLZAL —_ AUG 2 1 2MI Pedha flog arr Ass o A ha t & s C<nnsvftdng Cngtneerc, Pno. / n.rei.,w . 9.4.,,ff W... mf rf.,,,, CALL 2 DAYS BEFORE YOU DOG 1-800 -424- 5555 n��i "IIIY'n < AUG 2 9 2001 AUG 7 1 7.OAt FIELD SOLD S/RVEYEP_ SURVEY BASE DESIGNED: DRAWN: — CHECKED: _ INSTALL FIT ASSEMBLY ON EX TEE EX MH.(B- 1,.1 -14). 1 -iH ASSEMBLY " "' EXRIM EL *154.4 W/ GATE VALVE, ADJUST RIM FO MATCH FIRE HYDRANT AND PROPOSED GRADE EL 1956.2 22 LF — 6` DI T THRUST BLOCK DATE J v 95 +C70 - 2. 1-- RIFY ELEVATOR OF WATERMAIN ABANDON EX MW i -- 45.. LF — T2° PVC.:.,;, ✓ " ° ". QEDERAI NOTES 1, EXISTING UTILITY INFORMATION IS SHOWN BASED ON BESY AVAILABLE INFURMATION. CONTRACTOR TO VERIFY LOCATION IN FIELD, 2. IOR ROADWAY AND DRAINAGE INFORMAION, SUE SHFFIS 50 -6Y. REVISION DATE C4INSTRdiCflflN NO'j(i$;, (1) CONNECT EX EG SS TO KING COUNTY SEWER MANHOLE.. MAINTAIN CRWS DISTRICT FLOWS PRIOR YD COMPLETION AND CONNECTION OF KING gRNOW WASTEWATER FACILITIES. REMOVE RING, COVER AND TOP CONE. INSTALL 1 -24" MANHOLE SECnON, REPLACE EX TOP CONE AND INSTALL 1 -6" RISER SECRON. ADJUST TO PROPOSED GRADE. CONNECT TO EX MANHOLE WITH KOR -N -SEAL BOOT CONNECTION. PLUG EX S'" ONE OUT TO SOUTIIWES'f AND RECHANNEL MANHOLE. CONNECT TO PROPOSED KING COUNTY MANHOLE, VERIFY EXI6nNG INVERT (MANHOLE (8-1, 1 -13) AND ADJUST GRADE AS REQUIRED. EX 11C SEWER LINE 10 BE ABANDONED. (5 EX B" SEWER LINE TO BE ABANDONED. ABANDON EX MANHOLE BY REMOVING TOP CONE, PLUGGING EX SEWER LINES AND FILLING MANHOLE WITH SAND. FED_ AID No, PROJECT No. ............. 4002 &7----------------- SURVEY No 27- ?3 -5 -27 MAINTENANCE DIVISION No. !N/3..... -.. -. CD REMOVE EXISTING ONE HYDRANT AND IDEIVER TO CEDAR DINER WATER AND SEWER DISTRICT OFFICE, PLAMS OF RECORD AUG 2 12001 of rA £X WATER ✓ / /rt,�l j ., 2, i e ,:;• ERA VAULT � If #IN1 ; /f! /�!' 140TH WAY SE -i 24' KC SEWER f 7 C7C> F 00 QFMIJL"3.�2'u`ID�Nfr3Rf,�S/�'? "ONJ.i A k9' * Rttlb' YEiN�F %L:£9t#iyFd'OCiL�14Fkit9d4 �'Wati O y- ,L� 1� ly 'C r' 0.; FIELD BOOK: SURVEYED:_ SURVEY BASE. DESIGNED: _ DRAWN: _ CHECKED:_ ' V ABANDON EX MANHOLE BY REMOVING TOP CONE, PLUGGING €X SEWER LINES AND FILLING MANHOLE "NTH SAND. ABANDON EX SEWER LINE FROM SOUTH. O O k ca 0 LAE DATE \'X0' REVISION BY DATE GEISERAL IVCTES S. CORING UTILITY INFORMATION RA SHOWN EASED ON EEST AVAILABLE INFORMATION. CONTRACTOR TO VERH L LOCATION iN FIELD. 2. FOR ROADWAY AND DRAINAGE INFORMATION, SEE SHEETS 30 -67. 3. LOCATION AND LAYOUT Of SC 15'IST STREET INTERSECTION IS BASED ON CEDARWOOD DMA @N 3 CONTRACT DRAWINGS. CONTRACTOR SHALL VERIFY LOCATION OF CONSTRUCTED FACILITIES AND SHALE_ ADAM INTERSECTION CONSTRUCTION AS DIRECTED BY THE ENGINEER IF DIFFERENT TITAN SHOWN ON PLANS, PLANS OF RECORD FED. AID No. NSA ll- S wnsq `if1 _ _ -------- �4H&AOa PROJECT No, 400287 L it4o /o �'.+WPa,rsren"W tr. Rsoxn�, SURVEY IVo. --------- T7 23 -5 27 rte' (LMnvme mpu/ MAIN'IILNANCE. DIVISION IVo— ILE.fl_ AUG 2 1 2NI o* ,ICAR, Ur bt AT AN 811LIT'N IN ). HON I I RAN U/4 °tl4 l7. AN / K% VAR � R I C' NAN / Y MVA YI. IHS(OM1U:He o IT II �... Noll RR 01 All YNA LHrp£ Typl 484(64" DIAMETER CSANNEL_PETAIL TYPE 1 (PRECAST UNITS) a fo If Wi0 TO- ON ,1T — - -,� i — AT v✓ Kolf, QB , st "r N N r Q o -_ EXTENNON BURRO -r tr,,n saU<o, IT N'.1. A > a "rolo IF s._ A, I ' -_ IS 2 / ,K3f6 A- f P e -, /s NU, n OUT 101 . awc oRgmLINO NNT EXTEM9 ON QETA L PLASTIC KOdM OAEKEj.DETAIL ✓) ETNA FOAM PAD RED OR C f ( l oB' N)ONSIBINA Fr 1101 ) M 5 ROI KE2ATI ON ANPROTED LOI 01 IRMA' R 33 1 ¢" 01 o S °P. )P s Rln,a,AA OJC BID AK I c.. AR,A a CUA, K CO RUNINU o CAAT wo+. W (N ewl ( III s eI v rI NO eJ S..n JM1 , ,.I. l➢r NO To groYf,r y A4 T ROA ,vi.) uuoL m arwscn IIIIII, ONEAN KNID) s n,. CON,ONR To - ROjoefAr AOA K u I I QTT IN 10 1, 1 1 .vSc)IoN oND wn DO I 10 It ..L., 09001600 ka FIELD BOON 129RA -D SURVEYED: K.C. SURVEY 7/93 SURVEY BASE: MAP: H. EBL,E 12Z93 DESIGNED: F CM 8/2001 DRAWN: _ PS 8 /200( CHECKED:_ _ - DM KH 8/20T DATE REVISION ✓> "I, ..n r.a i.. m GR,Al K � O ELEVAY ON NIAACCI 13 ,.TV. Rolf MANHOLE, SASE - STRAIOHT,.%HR(?UGH_PLOW UNT ITT r mrz k R kAY A AN Fl im, III I NNt SEWER CONSTRUCTION STD. PLAN NO. 88 f0 " le ) N ii . I� CUT SNRNT C RNOA f Y A. N1/, Y J. DATE PARALLEL_OBNSTRUCTIONN SEVER CONSTRUCTION $11E. PLAN NO. 12 KUBUC lC U, 11 IAA N,.J -,, KTIONAR, TAN 6 BRA IT P M QI? OR tl RD ALYDMINUM Q94.1P,N YEb STI E EL li C I VNLN BASE SECTION_LARPRI 3P NICK NYNI 4A: CKAL 11 4AR AT ALICARAT,) MANHOLE STEP RETAINS SEWER CONSTRUCTION STD, PLAN NCB. 08 AN TA I KANN -,, C61 ABC KCB ANo U Lt..ArJG FICAN BA e a ma IN 4C: I� (• ,I. 4( /rr a N x .I K /r x,a ar NO, TO oval A (AN, AlITAI ou II I L G ( PI O UNCIANNIKIT ,AR 6 t ) AB C 1 AY BACO, koLKYATI.QN UAOK AMTI Aojk IN +o eAlr AUNIN o COOK KO NT ul 3, G' vR YI FAIR 0, 1 CQA To e ._i.Ne To I T _ ,fl f AU ,PV4i 0 cI.`;. .A/ EIRE HYDRANT ASSEMBLY WATER CONSTRUCTION .� __- -STD. PLAN No. OR � `,ABf%O,:x'R PLANS OF RECORD app 3-3-2C O4 FED, AID No. N[A ........ ___ PROJECT No.. .__._400287 _______ . SURVEY No, 27- 23- 5- 21. MAINTENANCL DIVISION No. ---N/A .. .ut cv.r , r u lug QLASS - _A M KIW CL &AR4 c @ .0 TAB I GLASa i. v, Al,. U,. G. I I i._.._ L IOR J PLAN MANHOLE, SASE _- _S_RANCHING_ SEWERS AI IM% I -I] CIA, n. (_ l To I PA WADI .ILO T o,:0unl. PLAN_ O K0 GR,Al K � O ELEVAY ON NIAACCI 13 ,.TV. Rolf MANHOLE, SASE - STRAIOHT,.%HR(?UGH_PLOW UNT ITT r mrz k R kAY A AN Fl im, III I NNt SEWER CONSTRUCTION STD. PLAN NO. 88 f0 " le ) N ii . I� CUT SNRNT C RNOA f Y A. N1/, Y J. DATE PARALLEL_OBNSTRUCTIONN SEVER CONSTRUCTION $11E. PLAN NO. 12 KUBUC lC U, 11 IAA N,.J -,, KTIONAR, TAN 6 BRA IT P M QI? OR tl RD ALYDMINUM Q94.1P,N YEb STI E EL li C I VNLN BASE SECTION_LARPRI 3P NICK NYNI 4A: CKAL 11 4AR AT ALICARAT,) MANHOLE STEP RETAINS SEWER CONSTRUCTION STD, PLAN NCB. 08 AN TA I KANN -,, C61 ABC KCB ANo U Lt..ArJG FICAN BA e a ma IN 4C: I� (• ,I. 4( /rr a N x .I K /r x,a ar NO, TO oval A (AN, AlITAI ou II I L G ( PI O UNCIANNIKIT ,AR 6 t ) AB C 1 AY BACO, koLKYATI.QN UAOK AMTI Aojk IN +o eAlr AUNIN o COOK KO NT ul 3, G' vR YI FAIR 0, 1 CQA To e ._i.Ne To I T _ ,fl f AU ,PV4i 0 cI.`;. .A/ EIRE HYDRANT ASSEMBLY WATER CONSTRUCTION .� __- -STD. PLAN No. OR � `,ABf%O,:x'R PLANS OF RECORD app 3-3-2C O4 FED, AID No. N[A ........ ___ PROJECT No.. .__._400287 _______ . SURVEY No, 27- 23- 5- 21. MAINTENANCL DIVISION No. ---N/A .. .ut cv.r , r u lug QLASS - _A M KIW CL &AR4 c @ .0 TAB I GLASa PIPE BEDDINI SEWER CONSTRUCTION STUCK PLAN NO. OS _ , -� r t 4 CA \ m BAN A IT Z _.( -..- -1 .... �, „ 4NATAA.LmItRS7 WPaM uURB3_S PEAVALK M-0�' CEDAR RIVER WATER AND SENDER DISTRICT WATER CONSTRUCTION STD. PLAN No. 09 A° t>enfrallef As ocia ConvuffPn p f o F ( o)s, Inc, CA oS I / NTAINI t;Nara(WAY CA rNo, A. i. v, Al,. U,. G. I I i._.._ L IOR J PIPE BEDDINI SEWER CONSTRUCTION STUCK PLAN NO. OS _ , -� r t 4 CA \ m BAN A IT Z _.( -..- -1 .... �, „ 4NATAA.LmItRS7 WPaM uURB3_S PEAVALK M-0�' CEDAR RIVER WATER AND SENDER DISTRICT WATER CONSTRUCTION STD. PLAN No. 09 A° t>enfrallef As ocia ConvuffPn p f o F ( o)s, Inc, CA oS I / NTAINI t;Nara(WAY CA rNo, A. FIELD BOOK: SURVEY BASE DESIGNED: _ DRAWN: _ f iNL I itlslu. ssT OF ne f my (Y RAGS) ANN NAIN :L M➢ I YND) V Ok WIWfR NR h II D(el)i DIN) . TNV, .TN, r,uLe. i INCH SERVICE CONNECTION NIS Aa' P INAO AloN Do didi to, 0A, fP NAD m m nv l)o /A f e r r P, IT) o, o o... - x ,Ixoa�r .e o,00 .o ,oMo ."ANmn d AD "" At o ol N, NIATIOD, bottle . oven III I MR, o do, Note NI a o,ol. DATE REVISION / wNZw,P m_ T — DID I, "4( - -bi ,ef i I r parr UNIT seev eE e NE,Lp5b1INYdN v ^ FWS e" t SIANI " dA n , tot - 1 ye" 'rID 2N cn foot RATED I DIANT) 4111 , , gq 1 fl IP R4Pv4" GS 1, Ctl 70 ,NS. J III a4 AT l I xt,I ELEVATION O INCH SERVICE CONNECTION. WATER CONSTRUCTION STD, PLAN No. 04 S A, JoA3 - - IM"LIII 4 '.2 LAD fmo )N Netz o' e To DI nre✓ o«a AD Mn Aoe�"T e DID 47 VERTICAL CONCRETE BLOCKING LANE WATER CONSTRUCTION STO. PLAN Na, AS A No D"cDeol do No IA'TII'IZ'1I�1Id`N 1ARIG' IVIT CAI 0 , IT PLAN ,o ^„ox 4 ELEVATION O" BLOW -OFF WATER CONSTRUCTION STC. PLAN Net 96 A 4 A nq /n !a MI It tow PLAN t ye ujD/ Al f; 1 n�I'd I ) L Ood 1 _ _ meme. 4 INDEAE91 RON PAVEFAENT iN$[A{,L.ATt�N f.t' ^...•. ' -. SECTI ul Ai .. ,r _m 7 vottod, f to, �lloe p w,, ut N, IT, > .YA..S vi oMer II FCj INSI m € >¢rA N" Aelf ^11 /A4 ONI IRT VAN. O m IN TdGECRA CES'CkN _INSTAL, NVOI _SUX_ASSE&AIDLY DETAIL WATER CONSTRUCTION STD. PLAN Nor. 10 PLANS OF RECORD 3-5- 2004 "P FLO, AID No. ------------ LELIA ------ — PROJECT No. SUf@VLY No. _, 27- 23-- .`i - -21 MAIN TENANCG DIVISION No, v. .... I do R, o �NS- Y Pm ,mix EyC�- NHE88URIEEY. PRE44UR €$PSI, GAIT-INTO EXISTING LINE$ WATER CONSTRUCTION STD. PLAN Na. OS Y A Ret ,.. MERILINd \ T, Vii/ W.S.LG.N.Z. Not /, IDA �N - ....._ - - -' ----- - - -._. ...._.._..... __.......I 4, i� ol N.G.V.D. 29 °. MIR, DAN I di BEFORE YOU DIG Dy Ra 1a -800- .424 --5555 r wA.I). MARKM POST PRE44UR €$PSI, GAIT-INTO EXISTING LINE$ WATER CONSTRUCTION STD. PLAN Na. OS AN IN CEDAR RIVER WATER AND SEWER DISTRICT Y A Ret ,.. MERILINd \ T, Vii/ W.S.LG.N.Z. Not /, IDA CHOICE) bAW,D NNIARKEd., P-0-ST-8 - ....._ - - -' ----- - - -._. ...._.._..... __.......I 4, i� ol N.G.V.D. 29 MIR, DAN I di BEFORE YOU DIG F`vf,hdtivgou Flfi..tx,tsYry i "wo,ufPrng ! ngir er.A; rar. - 1a -800- .424 --5555 r wA.I). MARKM POST K Alum - I AND, u wx1 c a num ,LCD AN IN CEDAR RIVER WATER AND SEWER DISTRICT Y A Ret ,.. MERILINd \ T, Vii/ W.S.LG.N.Z. Not /, IDA rc MERILINd W.S.LG.N.Z. CHOICE) bAW,D NNIARKEd., P-0-ST-8 - ....._ - - -' ----- - - -._. ...._.._..... __.......I WATER CONSTRUCTION i� STD. PLAN Na. 97 N.G.V.D. 29 CALL 2 DAYS BEFORE YOU DIG F`vf,hdtivgou Flfi..tx,tsYry i "wo,ufPrng ! ngir er.A; rar. - 1a -800- .424 --5555 f K Alum - I AND, u wx1 c a num NNN KING COUNTY Fr OF TRANSPORTATKA SHEET R -2 PAUL TLUVLIN, OVECTOR OF 140TH AVENUE/WAY SE SE 17151 WAY TO SR 169 S SNEET5 MICROFILM WAFER DETAILS 309,95 (z.)..