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HomeMy WebLinkAboutSWP272111 �—�-7-Z5- p26Js CITY OF RENTON MEMORANDUM DATE: April 18, 1990 TO: Dick Anderson, Utility Systems Manager FROM: Kim Scattarella, Stormwater Engineering Specialist/ SUBJECT: D.O.T. MEETING- SR 169 (MAPLE VALLEY Hwy.) PROJECT The meeting for the Maple Valley Highway widening project was held April 18 at District 1 Headquarters. I attended the meeting with Larry Springer, Sam Chastain, John Webley, and Rick Stoddard (Police Dept.). The attached agenda by the Highway Dept. shows the anticipated time schedule of this project. There is approximately $17 million allocated for this project, which will be about 5 miles in length. The reason for this project by W.S.D.O.T is to straighten and widen the road. Proposed drainage along this stretch is a combination of open ditch and closed system. The main drainage concerns are; 1) The flooding from Maplewood Creek, due to the existing 42" diameter pipe restricting flow under SR 169, and 2) Possible contamination of the Aquifer within Aquifer Protection Zone I. The road will be aligned to the south in the vicinity of the golf course. A concern of the Parks Dept. is on the access approach and that the new stretch of SR 169 be relocated so that the traffic lights line up with the entrance to the golf course. The concerns of Traffic Engineering were given to W.S.D.O.T. by Clint Morgan in the form of a memo, dated Feb. 22, 1990 from John Ralston to Lynn about the D.O.T. project/SR 169 relocation. There is also a bicycle trail that is of interest to the City and County that will be routed alongside of SR 169. W.S.D.O.T. mentioned that they planned to work closely with the City in this project. The underlying message is that they will do so within a certain time window, and that coordination within the City is essential to ensure successful input. They would like all coordination issues to occur through Cliff Kurtwieg's office (phone 562-4059). Their main consultant is Dan Patsula of INCA Engineering (phone 822-6888). W.S.D.O.T. and the consultant will provide a time schedule of manpower commitments to the City that will show the time window for input from Parks, Planning and Public Works. Another area of drainage concerns on this project is the Trailer Park at Madsen Creek, which has been subject to periodic flooding. One of the landowners has triggered a drainage improvement for this area, to be coordinated by King County. A 9' X 17' box culvert will be installed under the highway during the time of construction. The trailer park is located downstream from Fairwood and in the Upper Soos Creek proposed annexation. I mentioned the proposed enlargement of the culvert for Maplewood Creek where it is conveyed under the highway. A preliminary study by Parametrix of the Maplewood Comprehensive Basin Plan proposed that a 108" diameter pipe be installed, which would carry the 100-year design storm. However, the Parks Dept. would like this culvert installed due south of the present channel, instead of upstream about 300' (as proposed by Parametrix). There is also a concern from Fisheries and D.O.E. here regarding Hydraulic and Shoreline Permits respectively. An open channel near the mouth of Maplewood Creek is preferred. Larry Springer emphasized that the SEPA checklist be sent to the City for the appropriate input. There was also some concern about the bridge over the Cedar River across 152nd and the realignment near 148th. More study will be needed on this by the State. The meeting was then adjourned. The following additional concerns were voiced by John Webley, who would like to call a meeting on this in the near future; 1) The excess curve R.O.W. in the area of the Golf Course could be traded off for R.O.W. needed on the I-405 S-curves project. 2) There is sensitivity of drainage wherever the Aquifer Protection Zone I lies in this project. 3) Parks Dept. is concerned about Traffic Engineering participating in coordinating with the rest of the City. 4) There needs to be coordination among all departments of concern in the City, with all conflicts resolved with all utilities. The immediate concerns of Stormwater Utility on this project appear to be the following; 1) To check further on the easements downstream (on the south side of SR 169, across from Maplewood Golf Course). This has been done partially by Ron Straka. 2) To field check upstream from the Golf Course, and in particular, the new Detention facility installed by King County in the last year. John Hobson was unable to locate this area last year when he was as-builting and field verifying this area. Downstream should also be re-analyzed, as well as onsite, where a 24" concrete culvert appears to be a major cause of flooding near the Clubhouse (Parks Dept. probably has photos of the Jan. 9th flood). 3) The proposed location by Parks Dept. of the enlarged culvert to route Maplewood Creek across SR 169 should be surveyed, so as to be able to properly size a pipe that will carry the 100-year design storm. DOT/KDS AGENDA PROJECT UPDATE SR 169 MP 18.72 TO MP 23.90 196TH/JOKES ROAD TO 140TH PL SE & 140TH PL SE TO MAPLEWOOD I. INTRODUCTION 11. DESCRIPTION OF PROJECTS A. LIMITS OF PROJECTS MP 18.72 TO MP 23.90 B. PS&E SCHEDULES 196TH/JOKES ROAD TO 140TH PL SE - AD 11-04-91 TO HQ 8-27-91 TO DIST 7-30-91 140TH PL SE TO `1APLEWOOD- AD 11-04-91 TO HQ 8-27-91 TO DIST 7-30-91 THESE SCHEDULES ARE CURRENTLY UNDER REVIEW. C. FINDS ALLOCATION CONSTRUCTION $16,880.000 CAT C. RIGHT OF WAY $ 2,225,000 ENGINEERING $ 2,932,277 D. THESE PROJECTS WILL EITHER WIDEN THE EXISTING ROADWAY TO 4 LANES OR CONSTRUCT A NEW 4 LANE FACILITY ON 'NEW ALIGNAJENT. A NEW STRUCTURE WILL BE BUILT OVER THE CEDAR RIVER WHERE THE CURRENT RAILROAD STRUCTIRE IS CROSSING. THE CURRENT RAILROAD OVERCROSSING ON THE PRESENT ALIGNtilEN;T WILL BE RE'IOVED \EAR 131ST AVE. THERE WILL BE 7 NEW SIGNALIZED INTERSECTIONS AT THE FOLLOWING LOCATIONS; 196TH AVE SE, 174TH AVE SE, 161ST AVE SE, 152NP AVE SE, 148TH AVE SE, 140TH PL SE AND 131ST AVE SE. III. VIDEO PRESENTATION IV. QUESTIONS, CaNVENTS AND DISCUSSIONS. �A. RENTON UPDATE OF PLANS FOR `1APLEWOOD GOLF COURSE ACCESS. B. STATUS OF JONES RD/196TH INTERIM SIGNAL AND CH.ANN'ELIZATION PROJECT. V. ACTION ITEMS? N GTR ST 140TH. PL x w M.P. 22.5( CONSTRU( ST INCLUDIN y CONSULT) PROPOSES 405 PENDING 9G0 ^ry _ y l 9A l09 M.P. 23.90 END STAGE 2 SK9 i II , c _ o M.P. 18.72 / _ BEGIN STAGE 1 � �y ..JVJL I :GNED BY W.S.D.D.T. - REO BY. ENGR. C. KURTIWEG S. STRASSMAN S.R. I69 J BY D. MORFMOTO MAPLEWOOD GOLF COURSE TO 1967H. S.E. ADM. R. 0. ANDERSON S.EEI DATE DATE REV[ VICINITY MAP - SxECti 4/ 1 CO W,5 0 D.T -- �ri1G �2�i✓j 2�r�N �/�v 6 20��/ S�ei�e Q k SpoT C� sc �� Tel 41.4- 3 38 M , kti I/J5ooT — Ny. De 77m Zct, -Z G✓lOJi �CJAO/.�;r ;'✓ra,;,- G fC A-/e 15a -7 c�-/.��['5,.�1 o-" — 1kJuq t'IuYfrr WSDS— �:a�� H�'c.,t�I � b4-4i.0 4/�/"� �1S</L!3 ��.�G��� �l,✓n5✓ ��-r r� EYtAf r� G ��- L G`/ !iV / ��Aj RCIA-ZL rvE> s� Iy'�;Q CITY OF RENTON CI1Y OF E MEMORANDUM E«9" ec.rir,gp.PN DATE: April 12, 1990 TO: Mel Wilson, Transportation Systems Manager Dick Anderson, Utilities Systems Manager FROM: John Webley, Director 4e Parks &Recreation Department SUBJECT: D.O.T. Meeting- SR 169 (Maple Valley Highway) Project D.O.T. has requested that the City of Renton send representatives to a meeting on the above subject at their District 1 Headquarters in Bellevue, April 18th, at 9:00 a.m. It is my understanding that this will be an opportunity to air concerns and exchange information on the project. Because of D.O.T.'s rather ambitious schedule on this project I urge you to attend or have your approriate representative attend. Sam Chastain, Park Superintendent, and I will be attending from our department. If you have any questions, please don't hesitate to call me at 235-2568. a Lynn Guttmann Ken Nyberg Lee Wheeler Al Wallis Sam Chastain �M'Ylc V411ty Hwy.) p. o• I • Meth-�nq • �ra,'>1a 1m1rc✓4",e4,t5 r4,7i7n) 7'-A;s ,oroJ�cf� y cvmb(pk0 --, or `��l {�ro,fto� (Gib 2-`#3 ` ;n rerf> will 4curCps NNN [�F'L'tlnayC ! J ~w w ✓ N N N N --- �nG�.�RS ( �OYVf S�IvI '^•7S�ti w1 C[/19 $,dV2jYjfr/YJM)� W Q(Yl a'$ h vaa pr 1 Q RW a�/� . C �i'h �0 i"B✓f.F.i/n t 'T'�� G-✓✓o'a�re sses /.yA3) 4(Z�[ I' *—z J NNN ✓ // f NNN TI / r O L wo ` ll� i/✓ 17 t�'[�{'1 � t�-101 �ro An CO � ih •Brder zu\ .bV�/I Oise-„s well, O /S s e,, 1,,�,,1 idea was f-c fi ht,/l/l{ I \c- stvr..7 d ca fna,�e , (Alb CtCAr V,S (on Af' -htr. lI►> . �tS/u/ics n¢t(S fP be ne17lied f` 7hv i3r kr, 1rn R4 fS ^ f _ a lf11 ' iss�e �j�}r�� Cov Id be R J • �' Con S�nsys rs mP orb f J�v[ Gtr1 rvl '� v! GtQGJl,��✓� r1�4y��rK� �¢f� y �� �v*+�d/c� GCt✓P�S � r.c I zkS/ S�/N,� �af7//� ,s fevu''t9c �bb �jer9sl'rw� 8'38�g8/o Ca(( S4� CVI fJ�S r,. �kw P !kh F 4s ; h u Its 101 Mae 4 �6r4 ram ) ( . Co.,rfP tiF�� �T� She;N �ls�f HWI 0 CA IMVTs' 01-0-'�-t&441 Pun Ayle c(o�+ C�' Sq kVN° CIP �r >F4v r 5 .., — �7o-n 54e4U ,/ of IV-tf4,�f S cs ,p v ��� Fromm ��1 yo ya Craf,r. cool r t�J —�f�J ( fi t�v(�` �sti �Y✓tfa�cn� /1vnB{ of ntovP � � r �s be ��c OtSon s I1Q iN/ t' rrv.tal� (J Iffv4 e �a IC `tnu , n crab, 7 CanS�s�S o C, (4--, M DATE: Things to do Today : Froad Rn� s �f1 Ik to r — rove, tiv C,L z r3 (AqW-e u/ks 81n1�,. ("3017-m s�FFr a g, f Look art Ppulr� . dre .5'jwj#1J / 6z3- 70? 3l 13Dh gv5straM k&s- 2550 e 3 a g81 n - O c __ -� � Roadway Bridge - .04 `proved - Channel t - '• -� I ter . jyy^ 1 VFW - - ,. � ) f N 11 gat 10 "' ` PPG J •' 4' S rage Pa�O �+ Maple'Valley Highway Iz.uZ-` i�iilE — Ic 3s:J tn,QE'Lwea4W. L Figure D.2: Capital Improvement Project #2 Golf Course Channel Improvements ' TABLE D.2 - GOLF COURSE CHANNEL IMPROVEMENTS FROM CLUB HOUSE TO THE MAPLE VALLEY HIGHWAY COST ESTIMATE UNITS QUANT UNIT COST TOTAL COST DESIGN SURVEY LS 1 $2,500 $2, 500 ' HYDRAULIC PERMIT IS 1 $500 $500 PLANS,SPEC AND COST EST. IS 1 $14, 000 $14 , 000 CONSTRUCTION INSPECTION LS 1 $7, 000 $7, 000 CONSTRUCTION MANAGEMENT LS 1 $10, 000 $10, 000 ' CLEAR AND GRUB AC 0. 75 $5, 000 $3 , 750 CHANNEL EXC. CY 4000 $8 $32, 000 CHANNEL BOTTOM GRAVEL TON 1000 $18 $18, 000 FISH HABITAT ELEMENTS LS 1 $10, 000 $10, 000 RIP RAP LITE AND LOOSE TON 400 $40 $16, 000 1-1/21' MINUS CR. RK. TON 700 $16 $11, 20$350 IMPORTED FILL CY 50 HEAVY RIP RAP TON 700 $65 $45, 500 I LANDSCAPING AND SEEDING AC 0.75 $10, 000 $7,500 G.C.CART BRIDGE EA 1 15000 $15, 000 SUB TOTAL I $178, 300 CONTINGENCIES 25� 178 18 SALES TAX $44,, 300 575 053 GRAND TOTAL $240, 928 ENEMIES CSH f- b .. C Pro r � � 01 ; `A i - TEN W I �• - r- -��"—�ti . s I Or v �•ow'y 8 Sri a __ u. 5 z• yFA z; �^,�az9' :•zlfl.� �zs C 3 �c 3sz °O' �° - New Open Channel�Existing 42' Existing Creek Section Storm Pipe Storm Drain New CUlvert Under 1r Maple Valley Highway I®8 I and Old R/R Embankment Figure D.3: Capital Improvement Project #3 Maplewood Creek Realignment (Lower Golf Course to h ` Cedar River) TABLE D. 3 - MAPLEWOOD CREEK REALIGNMENT FROM EXISTING CHANNEL TO THE CEDAR RIVER COST ESTIMATE UNITS QUANT UNIT COST TOTAL COST DESIGN SURVEY isi=====_________________ HYDRAULIC PERMIT LS $2,500 $2, 500 PLANS,SPEC AND COST EST. LS i $5, 000 40, 000 CONSTRUCTION INSPECTION $40, 000 $$7, 000 CONSTRUCTION MANAGEMENT LS 1 10, 000 $7, 000 CLEAR AND GRUB $$5, 000 $$3 ,750 AC 4000 $5, 0$8 32 ,000 CHANNEL EXC. CY 4000 $18 $32 , 000 CHANNEL BOTTOM GRAVEL TON 300 $5,400 FISH HABITAT ELEMENTS LS 1 $10, 000 $10, 000 RIP RAP LITE AND LOOSE TON 300 $100 $12 , 000 1-1/2" MINUS CR. RK. TON 10 $160 IMPORTED FILL CY 50 $7 $350 HEAVY RIP RAP TON 100 $65 $6, 500 108" STORM PIPE LF 200 $300 $60, 000 ASPHALT PATCH SY 700 $30 $21, 000 LANDSCAPING AND SEEDING AC 0.75 $10, 000 $7, 500 G.C. CART BRIDGE EA 1 15000 $15, 000 SUB TOTAL $223, 160 CONTINGENCIES 25% 9, 70 $55 SALES TAX $55, 9 GRAND TOTAL $301,545 1 1 F 63 61 T.23 N. R.5 E. W.M. 60 59 58 57 56 55 54 53 52 51 50 ^ K 49 0 z 48 w a 47 E o 46 45 R/W O c I v 44 + 43 c R/W 42 --------------- _------_______--- - ---------------------------------------------------------------------------- 41 _._, = m_- __._._._._._.___._-_._.___._._._._______._._._-_.___._._._._._._._._._.___._-_- 40 -- _-_-_____. -""-- 39 ___ ____ ____ ____ NEW tt 38 __ o m 00'TAP _ ____ 37 o _________________ _________________________________ _______ PROPOSED TRAL wart[er orxERS ____________ _________________ ____________________________________ 35 34 BEGINNING OF PLAN iiii iiii 33 K/W STATE R/W& EXISTING B.N.R.R.R/W - 32 STA. 1410+00.00 30 MP 22.50 s . o 2928 i 27 CEDAR RIVER PARK 26 a a 25 �z 24 u a o 23 .- i SW 1/4 NE I/4 ,n z SEC. 22 2 aw 21 2 19 3' VARIES IB 17 a w SHOULDER 16 15 14 T 2: 13 4'! 1.5'MIN. 12 NOTE: B.N.R.R.R/W IS 100'IN WIDTH 11 THROUGH THE PROJECT AREA. o TYPICAL GRASS LINED STORM DRAINAGE DITCH 9 0 o 10 B p so 7 SCALE N FEET 6 '";p" STATE FED. AID.PROJ. NO. 1 DIVISION OF HIGHWAYS SR 169 MP 22.50 TO 23.90 5 DESIGNED BYJOHH ,ONES 4 ENTERED BY.IAN RAY 10 WASH ��O�'''' WASHINGTON STATE 140TH PL.S.E. TO DEPARTMENT OF TRANSPORTATION MAPLEWOOD GOLF COURSE 3 PROJ.ENGR. C.H.HATHAWAY L7228 KING COUNTY 2 D15T.ADM. R.E.BOCKSTRUCK I w�r DATE DATE REVISION BY aap 5 WRE i3 52 91 T.23 N. R.5 E. W.M. 30 39 58 5T 56 iS i4 43 i2 F w z I N it z �. 0 9 '8 z a of STA.1o5�oo 11 !T .g p ¢m a'• 1 jO 11 j 4 O :3 12 'a H 5T F 106s00 1 2@I 1 P O 0 'I R/W - R/W O R/W 9 a o— _ -3-___ 9 N_._.-._._.___._._____._._._._._._._._._._._._._._._._ _ N-7- ._ _.-._ _ _ _ _._._._.i._._._._._._._._._._._ ___.___._____.__ ------- N._ _ T m .._. —. ._..__Ai.._.._.._..__.._.._.._A .__N m B.N.R.R.Riq', $ 50:1 TAPER _ 5 ____ _____________________________________ N — 34 _ N PROPOSED TRa6 RW7E BY Of HENS--- -�---- �m __-�___�________ _ m 44 33 T'--__-_-__- - - - 2 _�-_ I R/w R/W --_ _T Ko u] a O P ti K M ,6 SW 1/4 NE1/4 H z 0�'- 3 p c.5 SEC.22 - F '= W SE 1/4 NW 1/4 F .4 zg _ SEC. 22 ,� H FZ $ A W 3 2h zzg Op 2 ,2 CEDAR RIVER PARK "m M "m mP I z o F 0 = o+ '9 5 z p U n l mW�v 4 3 2 I 0 9 0� 5�0 00 3 SCALE IN FEET 7 TAT FED.AID. PROD.NO. DIVISION OF HIGHWAYS DESIGNED BYJOHN JONES SR 169 - MP 22.50 TO 23.90 I ENTERED BY JAN RAY 10 WASH �� WASHINGTON STATE 140TH PL. S.E. TO CHECKED BY V/ DEPARTMENT OF TRANSPORTATION MAPLEWOOD GOLF COURSE PROJ.ENGR. C.H.HATHAWAY LT 22 8 KING COUNTY ""T 01ST.ADM. R.E.BOCI(STROCK caTnaT,� 2 a DATE DATE REVISION By AP � 5 SMRTs T.23 N. R.5 E. W.M. 3 _ o i SWI/4 NWI/4 a ¢ SEC.22 r i \ o q\ ' 0' + Q' 0 IyJ N _ .W. . , TN6 BMflEP $H IOMN TO DUCT LIMTW ACCESS W fRONTALE ROAD � \. \\ — __-__- ___ rt-rEXISi 9P N0.189R< "p'_ ._. PA0�03E$ L Ppl?[_____________________________________ ._. _._ _._._._ _ _. - _._ _ _ _._ _ _ _._ -._._ _._._._ ._._. ._ _ N OLD rl-.-._ -. _. _ _ ._ _ _ _._._ _ _.� ._ ---' _. _ _._ _ _-_ — _ _ _..CK.Sn.fEA IT/P-._ a I ------------ _ _ � SR 169 •o oP s.ar. -' � I - - SDtl TAPFA i a CR i _ a ---------------- - E%ISirtiY g.N.RA.R/4._.._.._.._.._. _.._,.-____..-.____- --- _.._._______ ____ ________________________ b ~ NOPOSEO iRAR ROUTE BY OTXFAS ____ _'____ 'g, Q o ! U z LIMITS LINE iz o _.._.._..-`--._.._.._.._.-- -_--••----.._.._.._.._.._.._.._ ♦ r I�1 �-..Q C R/W Ui v i 3 yl zt I� 0 f yo ' NWI/4 NWI/K ! V 1 o m SEC.22 0 - e « 3 Yf wa 2 - CONSTRUCT BRIDGE MAPLEWOOD CEDAR RIVER PARK STA.1440+43 TO STA.1442+03 GOLF COURSE J 3 7 a 3 F 0 5o 100 SCALE IN FEET 3 TE FED.AID.PROD.NO. DIVISION OF HIGHWAYS SR 169 MP 22.50 TO 23.90 � WASHINGTON STATE 140TH PL. S.E. TO DESIGNED BY JOHN JONES SH ? DEPARTMENT OF TRANSPORTATION MAPLEWOOD GOLF COURSE 1 ENTERED BY JAN RAY KING COUNTY CHECKED BY v¢r S PROJ.ENGR. C.H.HATHAWAY 5 DIST.ADM. R.E.SOCKSTRUCK u �ETrs E—oj&jE.T..T 3 T.23 N. R.5 ER W.M. 2 1 9 3 Z1 ; On J�f > 'J s I a \ ~ F 3 _ I ., j!�.. F Q 0 . 2 o yj �\ 1 Q y 2 O 00 O Ial ` Z1� o_ YiU 5 P •\•\ I z O W RIZ K C J �} O / Y SJJ R/W .y6J R/W .- • Iz i� O6 ZN F JF ---p z. g0P05E0 SRAL NWIE '\ 1� gS• _ J? ^ w__ _ _ - 5•E•T40YN a� m mm� W P - R/W 777/77777/ __ ______________. 1\s 2 2' I^E'w'^ aW� '� 1 �. ST ---- _ _ P0.0POSED TPI�RWTE 011 IXISTWG RIILROAO_BERN 6Y OTNFA _____________ po STD.FARSIDE BITS PM1WT �P 2 2 1 TAU4NLT jy� _�___L__�-____( ry w m-- i-y—�_-�a. �. R G - X.P B ---�_ �I REMOVED) N C F h. NEW CLN u . _ IN 61'09'42_97'_W _ _ _____. __ _________ _ _-_____' _ 4; _N _ _ _ _ _ _ _ _ _ a N m ASPHALT C1Yi8 N / _ ASPHALT CUROj .�.._.._.._.._.._.._.._.._.• R/W _. -•._. - - - SIE�FARSIDE BUS P1ILLOUT RENTON CORPORATE LIMI1f5 ` I11 LSO:. SD_RJ i EXISTING R/W ` m i I W \ a 1 1 I •` I l o / � T NE1/4 NE 1/4 z - 1 SEC.21 I MAPLEWOOD GOLF COURSE '\ I�Io 1 o a f 10 j 1T •`10 W W g< 1 2 aim CURVE DATA Q P.I.STATION DELTA RADIUS g350.00 LENGTH `Kn I SR 169 1431.16.39 14' 32' 2.09- 4,000 1014.66 . NW 1/4 NW 1/4 \•\ 1 SR 169 1445.57.91 4' 5' DO- 10.000 712.68 SEC.22 '\ SR 169 1452.70.89 4• 5' 00- 10.000 712.68 •� SR 169 1470.25.40 2' 58' 12.82' 13.500 699.84 '\ SR 169 14T7.25.40 2- 58' 12.82- 13,500 699.84 1 - 3 H 4 0 5o 100 SCALE IN FEET 4" $TAT FED.AID.PROD.N0. - DIVISION OF HIGHWAYS SR 169 MP 22.50 TO 23.90 DESIGNED BY JONN JOKES 10 WASH � �''' WASHINGTON STATE 140TH PL. S.E. TO ENTERED BY J RAY T DEPARTMENT OF TRANSPORTATION MAPLEWOOD GOLF COURSE CHECKED BY KING COUNTY $qT PROJ.ENGR. C.H.HATHAWAY L7228 4 DIST.ADM. R.E.BOCKSTRUCK to'D'.T NA S GATE DATE REVISION BY AW Dv LRF75 _' T.2 3 N. R.5 E. W.M. 3 3 1 U � V u o: a p n + ti O O R/W R/w 777777777/-777, ________ _ ______________ I 7 c _______________4L BUM__ ___________-___-_________-_-_-_-__________ '_____ ____________RR OS_m TRW_._RW_T_E_OH_E_xISTIRG__W_LLR_OA_D_--0Y_0THERS____________ {--------------- K m SR 169 ' L.o_.._.._ =.._.u15T..9,HLRJLR/W.._.._.._.._.._.. —ST— TslST——ST- —ST— — R/w 4 n R/W rJI 3 ¢ v 0 Ya i ¢r � w 3w zwc n o+ ro uP s p2II�� 'SECS\aN 0 o 3� WE5 2 + 2 P_ Z 5 w` END OF PLAN 1/4 NE 3 4 NW SEC.21 I/4 STA. 1480+75.00 M P 23.90 P.O.T. I MAPLEWOOD 0 GOLF COURSE SW 1/4 SE 1/4 MAPLEWOOD 3 SEC.16 - DIVISION 2 3 7 5 4 3 2 1 0 SINo 100 3 SCALE IN FEET rpTE FED.AID.PROD.N0. DIVISION OF HIGHWAYS DESIGNED BY JONN JONES SR 169 MP 22.50 TO 23.90 ENTERED BY JAN RAY ID WASH '� WASHINGTON STATE MOTH Pl.S.E.TO CHECKEDIr DEPARTMENT OF TRANSPORTATION MAPLEWOOD GOLF COURSE PROJ.ENCR. C.H.HATHAWAY L722g KING COUNTY d5�Tl� T.ADM. R E BOCKSTRDCDATE REVISIONBY DISTRICT 1 63 CHANNELIZATION PLAN 62 e".y...b Wynan fne . 61 60 59 58 57 T. 23N. R. 6E. W.M. 56 55 54 53 52 51 50 49 48 47 95 - NE1ASW1ASEC. 29 45 44 43 uJ PO.T J2 42 0.3+G0.83 Begin Zm Tapir !e!R[. <n. 41 Mateh f.wm, 40 39 ` Fkj 4 38 3T zg63533 yo; W O 32 ¢" a Ex. R,, vsi 30 �Ex31 lSlfRC OI� I Sy } 29 S lA, R•R. Ri Y 28 T4 ,fir lVQV " �.... 2 26 1 &3 Y-60,F pRo J 2s 83 p0 FAT 24 $y 23 g 22 $ 21 y 20 19 18 17 16 15 14 13 12 11 10 9 8 T 6 0 5 5 00 SHEETSI. N PLOT SCALE IN FEET TATE FED.AID.PROJ.N0. >. 4 NTERED BY ED BY Jiix Hnrt9com HIGHWAY DIVISION E SR 169 3 NTERE Steye Lee 10 WASH Wa9hirptw State M.P 18.63 TO M.P22.71 2 CHECKED R. ,o,,,,�„ --� Deportment of Tro CHANNELIZATION PLAN RROJ.ENGR. L1.A/ortix naporfotlon 1 GIST.ADM. R.E.ga sEry[ A^ On /, ! KING COUNTY JUKE 1986 rnu a DATE DATE REVISION BY n"h LOC"TO"' "cum"ccn I96TH AVE.S.E./JOKES RD. TO 140TH PLACE S.E- DISTRICT 1 63 LIZA CHANNETIDN PLAN 62 T. 23N. R. 6E. W.M. nHAN EoL Er 61 - AaNN 60 AweM aN_ 59 58 57 4 55 54 53 52 51 _ = 50 49 - 48 47 46 r 45 hP°xd R/W a 44 Y o N 43 ;I ;` ,:, /2,3B IaM tl.f•a £d MM q 41 40 � �� -�f—r�4nt 16/ Rro N0.83 POCu.IRG E%6iMG ^^ • Erd Lanr 74P^T.� Lfl>n. ___ _ p/M __ .. lam^ _ r M/dam P� 38ti n �..�_` • B. .fl. m W 37 p /N R. 08 h .. kIS iINC R/N 35 — _ 2 0 o 33 32 --- .._ _ _ o 31 30 tT 29 — m Pfl0P05E0 R/N IE%IJiING 6.N.P.R. p/.� _ 28 a: - 27 r 26 R0:q R/Y l9I+75.55 P1 R/Y 205a38.59 P.T. n 2, 24 R/Y 191-32.32 P.O.C. 23 - 202r47,59 P.I.. -.22 21 199-51.22 P.C. 20 p/N 196-72.56 P.T. l9 18 P' LT%N w RApAR TANLTM RY AL 17 4RO.MAi R'JS'Sx'N R7Eh3 55214 H SJ'SE'I$'V M tRy}�• Q08�EJ.00 911. N4'xi' N N 'S9•IB'M . 16 15 14 NW �+ SEC. _ - 1T 11 rl& JATKN A NadUS JAW, x . Y.'q'JPET I 10_'S3E '4'YE•N N J4•EE'b'N 10 N N N c 9 B 0 50 ^I00 . 7 SCALE IN FEET 6 5 SHEETS.DGN PLDTI TAT FED.AID.PROJ,ND. 4 DESIGNED BY Jan !.'answm. HIGHWAY �).Vl$lON SR 169 M.P. 18.63 TO M.P22.71 3 ENTERED BY 31ew 10 IWASHI Woahington State CHECKED BY Department of Transportotlon CHANNELIZATION PLAN cE N.e 2 DIST.ENGR. D.Akrtin ,�..�/E31<g KING COUNTY JUNE 1988 1 DISi.ADKI Rl BoeKat°ne% eonuer xa own EocwTwN.�S� N exm/ceP DATE DATE REVISION BY 196TH AVE.S,E./JONES RD. TO 140TH PLACE S.E. DISTRICT i T 2 3 N. rZ- C E. W. M. •�•,• CHANNELIZATIpN PLAN!Y'wN lM Oi.IwO!M W _ '` knvwlgp bM J \•\� 4wu lFnRl Gw'4�mm lM� � — � J �oR NE %4 SEC.30 / AbeM Ex:1m+g \ MISS."PL K2,,d fla14.12 RT ` J9LN IW- ' qQ f'34 196(A !9]4G8.04 PI. J/ _ _ `\ _ R� A v `�N / � 1 0'A�P ---m `_ a a � -� `` _`` o •\\•\•\` /nP�� IL��12Qf92 u• 7i aJ�^�'7 _ _ g tiA U/9c 34• �' �_ - -� �` N /'`pyr� Y a � ` -` ��\. � ,� 'g6q/9 b$4p. 14 •-55•R 9 : � // 6 /`_ - \•\ ; �;�ant y+L v) 14o i/ �'_�_-` '2/w;i- -- � =R�59 � `,�` - ;"C, N .v ss. P,•• t� ems. x� a e'+IryI�^ Ji J93 - kr' L9TS. ` —ID•• - ,_�•�5.. �� -- pp /*�d RiY.IE,xu � mot_ �QT ` •yy.:- -.� a l.R.R.R RVE ATA _____________ YK en I3u,BpG/0l3rPoRL /So IOS93 SBP.38 N39 MU5'N NL83)95 _ ___ & 71411N vl2i.g) N25@9J W NS'3/CiJ-W L-/W.3/adA9) %'-q" <[. 390' 419 4L_O N/I�'J/30'"E %_— Tar> PI G' 2J E/L2M/SK1.53 / 3yZ8 R[ J45 Ry B [r b.y34q tv — TO D0 aD SCALE M FEET `\ •°'°^ STATE FED.AIDPADJ.ND. "x•' '° HIGHWAY DIVISION DRAWN M.R.✓uN to WAS"/BR SR 169 M.P 18.63 TO M-P 22.71 G._/''•'! WEShington State CHECKED - CHANNELIZATION PLAN aROJ.EHGR.D.MPrtl fy Depariment of Transportation DIST.ADM.,R.E BOcKgtrurX "F°"o"`a x"r � G COUNTY JUNE 1988 wxrxwcx xP. �� KINxcveeF GATE REVISION BY APP'D DOT FORM m"11 196TH AVE-S.E. /JONES RD. TO 140TH PLACE S.E. 9 DISTRICT 1 T. 23N. R. 5E. W.M. CHANNELIZATION PLAN App��^•O LW i b ,E[g13 NeM1.I I f•{u.s ���� �� bo-oM A.2.n.0 � OINJ�Sf �'©TJ 1 w O:�lp N� V V�m� SE I/4 SEC. 24 - SEI/4SWV4SEC. 24 C RR_ ' __ Q _ - -- MP. 20.82 I i To Alwl Ya//ry 1 SR/69 J319.4g.39= / .9I C CT V -------------------------- -__ � ExST_ MG P/W T P c P — — — — _ _.r ,Ir — I l Lo-�rDr - 3aa.saoo - a _ _ _ _ _ _-_ _ _ __ _ _ __ __-__-________.__-__. ------,__-__. _---- r_-.___-________ % 70 P.T. /b u� 40' 5Q ____ _ U _ ls7'Rt.) AT.y1V1 aaa'R v. R/Nu T R"&A 310 of SB 1 i 23 ! Q'o�Q �°' b •b 2.JiR 12 1` V c �+ S � 14(ed......_ A. C i -'J g:55' Tyre a Curb 2' P a (20'u.) V' � MaRh Exrsfn3 179th 7-90 if ich Eristtng V P,C.T.?i2.9•'.Ca w', 'wn E=s[;n Atha/f C�Cub GOV'T PROPO D CUR DATA LOT 7 P.L STATION MLTR RADUS TANGENT N A9N4 MD.WANNG O,_Z t3i 93.64 31YiSRl. 1050G.00 29T.94 SAS.T2 89•I .". N8Y3YS0.8'✓ 2� U SEC. 24 D2.94G3 I S'Sf.YLT IOSJO. D YI0. 2d.3S N 8T91'SO.B'N N M'9r'455•M V p 50 p0 ,CALF IN FEET °a STATE FED.AID PROJ.NO. 'MA' T.11, HIGH WAY DIVISION SR 169 M.P. 18.63 TO M.P.22.71 DRAWN M.R../un.er 10 WASH ��- Washington State CHECKED A......[^ ��` ) �'� Department of Transportation INTERSECTION PLANSCHAN NELIZATION DIST.A M.. Fbr[n ..PPUY[D /.Z3.>r9 KING COUNTY MAY 1988 w Dt3T.ADM.. RE.B.YK3Gru<C caNrPicr NO, wrE LDCATN)N/D c Ncwe Y DATE REVISION ev APP'D I196TH AVE.S.E./JONES RD. TO 140TH PLACE S.E. DISTRICT 1 T 23 N. R. 5 E. W. M . LNNNELIZATIDN PLAN 14y..Y Ow'Nw Gpae' s .mm<RVRa [v P' GOVT Sc%4 SEC 23 LOT2 SEC. 23 y p i , S.E. 70+7g 'k. h ------ --------------- ------------ ------ _.__ /kfch Exisli u --- —" � _______.._______"_ a Y b 60V7 ---•------------- LOT> g 31 y i EXIs_ilNu S-_ �� 55'R i!A' T� _ 0./_V_ _ E_____-I N i 160 a _ c r EX13TIxG B.N.RR. ---. -------------------- TD HaPk 16//ey �9 -43JL vc Af P.2L47 — 1360 � _______�__ j;._.___. 340 _.___ _R/u/ 9RJ{,9 J356WL 43 PoC �. — "- 60. PROPOSED RJR IEXISTINC B.N.R.R. R/xl rr�j I 1�. 25 Jam. '4/J✓ Cuff:/y� ""--- _-`_E--_--__ --"-J- --"— R en I Asdn/f CO, ?a Rud E � a fry.> TO an a ZOO Gareer And 9/�Pe/K b , � Pro ed urre to � t .�S : ANr¢ Radius ,b r /h ri ANO /35N91.M /154;54 /32]6.0 2. SP3 J 3)4LW NT5- <9• ^W � A'J✓ fenlrr/n< r 336.93/4 /I�b 'FY /3 is KdB./D 29M.33 N�2/3ZW 4/33W ' 0 510 100 SCALE IN FEET ISTATEI FED.AID MOJ.NO.I ^ `0 HIGHWAY DIVISION `t �+ SR 169 M.P 18.63 TO M.P.2271 DRAWN M.R. Junior 10 WASH i'TS..'�aJa' SSfash!ngton Stato INTERSECTION AND CHANNELIZATION Dpa:tm nt of 'Transpodation CHECKED roRNwRE" p PLAN PRO-.ENO KING COUNTY MAY 1988 R. Qhbr6* •PPRDNeD / Eocen ENcrveerz 196TH AVE.S.E./JONES RD. TO 140TH PLACE S.E.DIET.ACM..RE BaeKYiueK DD'^"AR ND DATE REVISION ST APP'D DOT,FORM=1-011 _ v DISTRICT 1 T. 23N. R. 5E. W.M. CHANNELI TI N PI AN n^w[N G�'niat Gpo� _ 'YpwNt_+v—Y�_."•14h 6 LI M 12+•9/ �� � ete 4Watl n%IO G�YWN f7� yPsp JJY h pE- E�Y Clam. Tipe-LG f RG I I lY 11 1 yl Nh c/vf/fi I1 1 /IN3 Eat L[Tevrt Dweitiw •• 'I`h �1 Pt e� .�I. YI ��^•,Yt /r+J3 : Ilw 1 U- [kyir Lt,Tun Tivnvfrn , �IQ z1 LS' x) dey�a cnaa, Tay u.r.t'r :, 1I2 � bi8b P �. ^�In i GJ1 ti� K/'s0 E� 10+47 eyra,ErrYr lb,..t "5.5' D 4 C� no b' :va caxrer11 c b. I 1 E t 4d' �' `' Cecxnt Coxrete Curb J ; D,� ryQ el !e 5 A�'J1f � Y vti Ni Gutter And Sidcwx/K t Pullout �`'•E,� h, Bus llout ;IOe�t> � ' I25' 0' I of ry Ex,snxr,a/r ^� I i I`--'—`�1 p •d5 , 60" /00' •I z ' o --------- ----------- 1 —"— __— vql( — - s ------ ere R•�- - - - - - - - _ To Map/e ✓Q//ey '•` 4'� ✓ ,_ --- 1 R —f¢• ___ _�________ _ - /.3BS.et .Pe) t0 "'25`iT�'1 ZS"`--'b 10,- bd� l 5R . 'K n r a50.� •___I) w __T------------- ____________,__—____ 5 5. x3' 47 'P M.P, 22A6 �1 i q } E Bus Ri//out SR/69 /38f+97.R1= . /540 PCS£ /0.00 Asp1p/t Cox. Komp rrya/ � Cement Caxrate Curb R/sed Traffk Isha9 A'/ I Gutter Ard Sdeun/K Fainted Ty)r A Curb 9 1Nth T�94 ,7 End Lone $pew Lt I I 1 I I : GOVT LOT 6 �.�,,, ,,v,, , I I SEC.Z3 I jl FI I •1 7480 - 1I I I I Hatth Proposed K/h Ca. i I 154& PL. -6 /sa/n T.Os -ri I 'el 8149e Rep/xement B�'n Lt r n t nbn I I A/terxtive 3 I I Vll �I I ICI II /SPeA S�R �9i^Lax rpm m lei,;a rl I//iei --- va SEC.Z' _ II __ _ III I - - NW SW - -- - - -- _ AT __ _ _ __ '• 0 50 100 SCALE IN FEET `„'O" STATE FEMAIDPROJ.NO. '"`, HIGHWAY DIVISION DRAWN M.R,jueior 10 WASH .amik, Washington State SR 169 INTERSECTION M.P I8.63 TO MP22.71 AND CHANNELIZATION PAOJ.ENGR. O..Martin CHOCKED JDC NUN.fM Department of Transportation PLAN LZj_fQ KING COUNTY MAY 1968 µ, IN GIST.ADM..RE.8rKK5tiueK eox.n+n No. +ronov P+� a �ion.oc EXGiNER Y DATE REVISION er APPD 196TH AVE.S.E./JONES RD. TO 140TH PLACE S.E. DOT FORM P31411 DISTRICT ( To 23 No R . 5 E . W . Ma 63 CHANNELIZATION PLAN 62 61 vmra a<e If.xwNx 60 Nx__ 559 857 Nwll�wl/45�G.23 22 56 NEI/ASEI/ASE 55 1 54 1 53 i i 52 1 c 51 1 50 1 49 48 1 47 1 46 i 45 tl 44 1 i 43 4241 ____ i f ToAar I4n '<y � --- 4 39 ExlsilxL R/v 7171 -------------------- f 38SR F69 i g1400 _ 32 Ex. R/X CL 31 380 N i B< m 6tYJ Lune 75 to ggp3i Wd.n;n hr 90 30 iLJ 1 1 woo+00d6k nxpl¢ Site 29 PROPOSED R/Y (EXISTING B.x.R.R. R/xl------ •Q . i. rp Renfm ,OS 27 ; 1 26 v NIIN 25 W - Y 1�n, 24 vi aAn; 381aT2.Sl Q.D.S. - p�5.o?19.W 23 Li 22 > a �= i 21 r 1 20 t 1 19 18 EZ ZZ� •- 17 . 16 15 i 14 _ 1 13 12 1 W N e•__• SEC.29 10 _ _ lSD 9 2599.96' �-0 50 ]D 0 SCALE 1N FEET 7 6 5 SHEETSIXGN PLOT4 u TATE FED.AID.PROJ.NO. SR 169 M.P 18.63 TO M.P.2271 4 HIGHWAY DIVISION 9 CHANNELIZATION PLAN DESIGNED BY �•�I Honawm Wos 10 WASH tlln tan State 3 ENTERED BY Steaan Lee Deportment Of Transportation CHECKED BY 'p M1°°' /I� KING COUNTY JUNE 1988 2 PRGJ.ENGR. D.MnrE:.t APPR�� .Tq�i o cxowcca 1 DIST.ADM. .Cf. 5rXst,az x"aRK("" 196TH AVE.S.E./JONES RD. TO 140TH PLACE S.E. DATE DATE I REVISION BY OISTRICT1 T . 23N ° R 5E ° W . M . 63 CHANNELIZATION PLAN 62 NIX".•4 XN.me... m.Sy— 60 59 58 SEI/4SEC. 22 '+ 57 56 55 54 53 sz SEI/4SEC. 22 51 50 49 .. . .. 48 47 'y 46 45 44 - _ MI4a00 ��� Begin6w'L°.0 fiats(Lt.) IN tc4 Existi 43 N 8920�9,5£G22) I EM `T Fes" T4) 42 /4L�W0 " " End Yr1 Ale�rwror '2 110 C10.• I �+lRu 41 A6 Type d Chx.&I'll' 04• 39 E.rd 6c1�Lane Tyrr Kt 1 •. w-___________�_____________________-_________ _ u h 1 yin M00'L°x T------ _- l._ ° 38 1 ____________________ 37 z / "' I Sk I69 m 35 N]5'9Z'49'W a 34 0- a 33 F ,S 1 _ I 32 a - Ex. R1N cE - 400 I T°Rn[w 31 390 3�• /�• T° b OF PROJECT 29 I / PROPDSED R1X (EXISTING B.N.R.R. R/N)_ -�I" ST;A:---1.42.0+00. 00 POT 28 27 - 8 26 e'm 25 24 230 GOV'T 22 LOT 2 .21 -SEC. 22 2 0 - NE'/4SEC. 22 19 18 S9YT1.21 li 16 15 14 13 12. II 10 9 F—�- 0 50 100 8 SCALE IN FEET 7 6 5 $NEETSLDGN PL075 '`„'a' TAT FEO. AID.PROJ. N0. HIGHWAY DIVISION SR 169 My18.65 TO M.P.22.71 4 DESIGNED BY lw Hon9conr. CHECKED BY 10 WASH Washington State CHANNELIZATION PLAN Department of Transportation } ENTERED BY 9tc.v Lee mv�u KING COUNTY JUNE 1988 /•T359 2 PROJ.ENGR. D.FhrEi.Y ql p "jpppYEO °�rz i LIST.ADM. R. . 9° k, ,N,X xo�..noNIocse evciNecR 196TH AVE.S.E./JONES RD. TO 140TH PLACE S.E. MOITEDATE REVISION BY • �onh � C eaf. •_ f ro ILL IGS rn.dtQr-tj r Cj p S�Y+ �1/9r GrWsf myk Vq1 I 1� 1 Vl F(✓�2 —�( J"�/N�lf� 4'nt'��f) — �ve�A,.t� "^«' 1�^�' /\ Y Z 00 NNN I I O NOS { I I' eae 0IIa C44 ,o,.�y — Slw�l<-d df' SIC Ib NNN NNN `• >`UW a(10 c4fi loy; l•2 2,1 w;►1���`� r kM C{as�d- Sys34. Ct�^ °I� V hRd JY (C cor. p ro'.LrnM G l iv yrvc tows0ot , . Jakti f�4(s ,� �D7 PYoJt-P�/.�IQ'�GQ �oc.� `� J-tG'z-Z{IgYo L✓fgv7 wr�rk ` I� r w c wh�rc you . 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