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HomeMy WebLinkAboutR-378101v fi s AS BUILT 47,5- SR 900 SR 169 TO SR 405 RESURFACING % "MINGTON STATE DEPARTMENT OF TRANSPORTAT". OLYMPIA. MASPI —TON (M1SLE MOPIE I INfN-P O FEET PERT I MfH- FEET rFATpN ISSS +W STO YT1TroN ♦0,i S CONSTRD(TEDLENGTH D,V!r MILE C0%TRACT NO AS9 2 F.A. WO MI! f1tCY r iCONTRAMIN lW i u A.P. —T FA"Q^'°'O. 0Y MONK BEGUN i'26 1443 WORK(OMPLETED 9'rI It Hy trR�rft FRO)ECT ENGINEER DISTRR TRANSPDITATION AOMMWFRATOR Q,r, I$onR APPROVED IT SECRETARY OF TPANSIORTATIM F W M; Ok 4. i n V J •'�\ \ i \ \ \ \/ �� � \,T• .� \ \ /��� or ��� � fQUAT /ONS K•f DOT romm 221 -011 Revised 6/80 . 4 O to S,B Yoo � a h in P (Y • G C V O � � s L \ raj w \ "'E DOT rom4 221-014 JA fw Rwitod 6/80 �G 3 ' 0111 .=Nv.Na � �S�� MIMS . 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Ro__ff4 iie:�_____•__i__liE__IBE sss _ sass simmo_sssss-- MSS___si__ HW- JtAPCP1R10L e AOL Washington State j;F Department of Transportation i� SR OW SIR 169 TO SIR 405 RESURFACING N STRUCTURE NOTES DIST, ADM. RE Bmks rlxk WE DOT ` °e"' 221-014 ftevind 6/00 SC A7 Y ,1? 900-1 /355.Sa.jp., F¢hr7c Reinj'orcema.t +.zo to sr /o I- r� 'l J J 'j T.23 N. R.5 E.W M. END CONSTRUCTION / SR 169 1548'50 JI i SR 900 MP 11.00 CnnicrRiiCT /ON L //4/r BEGINNING OF PROJECT +09.3 liv13r00 IoW u r'"l• PO.C. 1515 \ RemoveTraff /C - "Q`u S/ no/ Pad v ` _ uw� Remove Cement Concrete Sidewa /k � issn +o3 a ? i W 1 `I Remove Traffic SL nil Pods ' '' 61,67 lop Z 1554130 4t20to \ Aspho/t Concrete �® ! Remove Traffic Curb Remove �� / Remove Asoho/t Concrete _! 1553t55to/553t95 Favemenr(See iucrd / i Pavement t ; • "� ;x PT -_ 74.647 'C1 a 6t67to10t23 he Rsmove Traff� ; / V o m �� Pf A073.869 0 �` � 9 rb lv N PC 4L °7s •Ze9 � o �.ni '� � e� -- . - Remove Asphalt Concre` . si O e w rr. = Payement - 1\ L553t00 to 353t38 -- Remove Beom " q Remove Cement Concrete 155 Guard Rai/ 3, s, ",•. ?r73to /553+ / '` _" Curb — 23 4t20to 6t67 SIR 9017 � .. �� �-- � %. \ r '�/ ,�.. / //i � / /// / / / / / / /iiiii /iii °. ! � °` • �o rJt6p � us Pave 51"20 � Remove Traffic b r /F _ See to /SS3t ment• / 5B Remove 4'20 to 7130 'S,oe Pr 27 I PovementsPha/t Concrete _ °v7Jrons 4135 to 8100 SR 900 1553 +23.23 P.O.C.AHD.= 9'5Oto 10t50 / SR 169 1553+23.23 P.O.C. 6K. Remove Asphalt Concrete Povement 1549 t 47 to 1552 t60 C0� �Q END CONSTRUCTION / SR 169 1548'50 JI i !Sfi 4U� c'�31'Sr1 .G °�S CLi ..-�, ;•(�.. „ -N Lai ap �. IoW u RemoveTraff /C - "Q`u S/ no/ Pad v 1` � issn +o3 a C0� �Q END CONSTRUCTION / SR 169 1548'50 F !Sfi 4U� c'�31'Sr1 .G °�S CLi ..-�, ;•(�.. „ -N Lai ap �. NOTE 1. Asphalt Concrete Pavement Shall Nor Be Removed if Determined to Interfere With The Tr.ffiC Control Loop System. ,IA7E Fr. u. Ai p RAWh L Layborn � 4 4 i3 WAoNi C�Er ✓F: R Hansen -- - ----- -. - _. -- -- -- - t - - v,�-w nc. EwbP A.w. Carter - - -- 83W10-7 f'ST ADM R.E. SoC"truox 7016i Reviewer L. McLeod -_ -.— )A-C . -- 9E�Si,)N SO 25 O 50 loo do 200 Sco /a Jn Feet J. NU _ +� DIVISION OF HIGHWAYS c%rnf�i963 A"RC VEU V \ CONSTRUCTJON LIMIT N' 171-94 �® Remove Asphalt Concrete Pa ve men t Yr /S'SO to 17r 00 ee m ] �To/ Re move /d h 7• k4•, 7 ff,c 91slond to By City Of Penton _ - inept – Rernn✓E �tter 13. rc, , 5 13t55 A Adjust ^;°.0 over Mon Case Remove Aspholt Concrete Povement_ �� 4t1Ato25tll f,zb_^ _Re,nfbreemen,` 1 /G +60 !a /750 FF_0V;'T1A_S CONSTRUCTED FLANS" ONLY I LEGEND _ )_4 Existing Luminaire O Structure Note 7 Existing Catch Basin o Catch Sasin , Existing ✓uction Box O Inlet Existing Manhole. Existing !/shit% '• Existing Power Pole Detection Loop Existing Volve, Existing Fire HyH,-onr Existing Traffic Signal Controller(Cabinet {} Existing Electrical Vair Existing Sign Bridge n, Existing Signal AV&k Washinaton State sa soo Department of Transportation SR 169 TO SR 405 RESURFACING GRAOJNG 0 ORA /N/NO PLAN 2 / DOT " I'll .bC lao Raised 6.'8U / �` SP 900 MP 11-60 POT 33t5705 BA= For Legend, See Sheet No.10 PC. 331-573 Ahd FOR 11AS CONSTRUCTED For Notes ,See Sheet No. /0 END OF CONS 7-R U C 2—/0/V 50 30 J0 0 so /00 iso 200 PLANS" ONLY $cQl4 In Fe-► �,TAj"P_ Ain PRoJ DIVISION OF HIGHWAYS _T_ NO, 10 WASH' Sit. Washington State SR 900 _4 10- V& Department of Transportation SR 169 TO SR 405 RESURFACING 63WI07 i PR tGP A.W. Carter _1_ -ADM R. E Socksiruc-A_ V—,ne13 1?83 21 APPRO,ru I GRADING 4f .0RR1,V11V6 04,QN Pi-e—r L. McLeod 4TF: R�VSI-_)N DOT Revised 6/8U k 0 h 0 x a� h w u e C x� 1p y v Q uw i F t Z 3/4" f0 3 floxiinur, il' Ali, /'h'Gcu Tad Drain Tube ��i..nf6zc xiA�i { 4111 f c � x1F.Z PreU Far �%A`S�r�, £rr�iy SAaced } rKpPOSED FO'.:.UDl+T1otS �i DETAIL. , i I Ren Selected Digouts for Traffic Lanes Sez Sve ��c+./ f'ro vi sops Stotion Approx. Width SR 900 Sr /0 to 6100 Lt 12' 4t35to8r00Rt 8'-11' 15t50M17t00Lt l' -l/ 20t00to20t12 77' SR1691549t47to1552r60Rt 4 =1/ 1553t00to/553 +30rt 20' Exrst,np A.CP_ $PC.— Sow CutfxistmQ Pavmq, Ar Excavation Limits On Both Sides R 0.25'ACP C 1.9 Potch To Match Existing 0� 5' C.STC. varies Block Trgffie Curb PA iYPe A. Fill sfdequrr. 0. /5'Ovdrloy Existing Pavemen 1 /J Remove Exrst,nq Traffic Curb Troffic /s /and Detail Intersection SR 900 E K -Line 1IR900 Rood Approach Schedule. Statran Width C61MVIYCTION NOTES . L=R SUNJI S Width BOLT CIRCLE SHALL HATCH RESPECTIVE RELOCATED LT. STANWO. 30' - ANCHOR 60LTS SHALL BE ONE INCH, CONFORMING TO ASTN A 325 AN SHALL . BE ACCURATELY LOCATED AND SECURED IN PLACE PRIOR TO POURING CONCkETE. ' - ALL MATERIAL AND WORK SHALL BE IN ACeORDANCE WITH THE STATE OF 'a WASHINGTOX, DEPARTMENT OF TRANSPORTA� ION, STANDARD SPECIFICATIONS /5' FOR ROAD AND BRIDGE CONSTRIXTION, 1900 EDITION. 28' WNERF kEOuIRU, POLE FOUNDATIOnS SHALL BE CONSTRUCTED FiuSH Wi TH 25' GRADE. ALL DIMENSIONS ARE SHOWN FOR UMOi STI;:BEO SOIL CONDITIONS. 20' FINAL DIMENSIONS ARE SUBJECT TO APPROVAL AFTER. SOILS REPORT FINDINGS, t BREAK AWAY CUUFUNGS, WHEN INSTALLED, SHALL BE PER IMNIN'ACTURER'S 20' SPECIFICATIONS, AND INCLUDE AN ALUIINIAI SKIRT. 15' 2 /t54t?t 26' 8 1-6 14t f 2It98 Pt 26' Exrst,np A.CP_ $PC.— Sow CutfxistmQ Pavmq, Ar Excavation Limits On Both Sides R 0.25'ACP C 1.9 Potch To Match Existing 0� 5' C.STC. varies Block Trgffie Curb PA iYPe A. Fill sfdequrr. 0. /5'Ovdrloy Existing Pavemen 1 /J Remove Exrst,nq Traffic Curb Troffic /s /and Detail Intersection SR 900 E K -Line 1IR900 Rood Approach Schedule. Statran Width Station Width 5 t 14 Lt 30' 19 *08 Lt 30' 6 t30 Lt 30' 20125 Lt 30' 6 t89 Lt /5' 19t96 At, 28' 7 t304t 25' 20t30Rt 20' 7 t83Lt /0' 20t99 Pt 20' 9 t06 Lt 15' 2 /t54t?t 26' 8 1-6 14t 15' 2It98 Pt 26' 9 tl2Lt 20' 22t7SRt 30 9 t74Lt 30' 23t54Rt 30' 14 t06Rt 25' 24t00Pt 27' l5 t02Rt 30' 24 +71 Pt 27' 16 t36Rt 30' 16 t9/ L t 20' 16 t96Rt 25' t42Rt 17 17 t56Lt 20' 117 17 t90RY, 30' 17 t95L'r 30' , l8 t53 Rt 30' tr crure Excavation 5' �I C1.9 Limit 1 � 12` Sewer Pipe Over /aye sring Pavement Pored Area Section ATE See structures Nate // -/O Butr Joint Derail FOR "AS CONSTRUCTED FLANS" ONLY SR 900 SR 169 TO SR 405 RESl1RMING MISCELLANEOUS DETA /LS NSF DOT FORM 491 -VII Revised 6/80 Sk rloo/ P c x 0 h O r 0+ U (Z � h�0 h b`Z KCJ� v�t+a� .ma JOOu I See Cu Deta,1 8 /oc/( Traffic Curb island Wth ASDha /t Ca.0 And Curb Ramp Detail iL- r ' A rE MONUMENT CAI/ 0SEA A /NCJ I Cement Concrete Drrvewck.X Plan On Ramp Construction ` eyNK� O' Rape Texture' 4 Jeint �C s/ 4'W,de Tae rile Warnmq Ofl%'AGK Grooves 7a" Deep l y %2" ,f 3• /T.oer W; de :Max ? -- Pp oa'q� d Scne Limit From 5' From Back 0,r Side"/1< Or R/rhr Whichever /s Least / t Distance OAZFr Ft Max. � O.OiFT /F r. i — f<A "A1ax \ Existing Ground Line —S,6F, *Max �— Match Existing Dr -eway Gro.de Concrete Curb Ramp Detail Cement ConcreTe Drweway 3' Th¢k 0.15 Aspha lt Cone re re Pavement � FOR "AS CONST" CTED FLANS" ONLY STATE FED.AIDPROJ.NO.` "E" �0 1 DIVISION OF HIGHWAYS DRAWN L_Ga born 10 WASH d` sits ! Washington State SR WO CHECKED R. Hans•^ ,a MurecR Department of Transportation SR 169 TO SR et►s RESURFACING PROJ, ENGR. A W Carter B3lvJ07 �'"� s�cc GIST. ADM. P . 19 —A-f —x [OMmeLT MO. ✓une IV983 °i vaROV u `l'SCELL EA.rECv /S L TA /! g 2t Reviewer L McLeod DATE REVISION BY APPD .l.5- rya T us — FORM 221 -011 vv I Revised 6/80 .Sk ors / SECTION A -A PLAN 3/ZF �r� �2" t' J' e. NOTE+ Orgy lien AJTM A-N CL 40 e pYA ib" .4 J y 2" MONUMENT CAI/ 0SEA A /NCJ I Cement Concrete Drrvewck.X Plan On Ramp Construction ` eyNK� O' Rape Texture' 4 Jeint �C s/ 4'W,de Tae rile Warnmq Ofl%'AGK Grooves 7a" Deep l y %2" ,f 3• /T.oer W; de :Max ? -- Pp oa'q� d Scne Limit From 5' From Back 0,r Side"/1< Or R/rhr Whichever /s Least / t Distance OAZFr Ft Max. � O.OiFT /F r. i — f<A "A1ax \ Existing Ground Line —S,6F, *Max �— Match Existing Dr -eway Gro.de Concrete Curb Ramp Detail Cement ConcreTe Drweway 3' Th¢k 0.15 Aspha lt Cone re re Pavement � FOR "AS CONST" CTED FLANS" ONLY STATE FED.AIDPROJ.NO.` "E" �0 1 DIVISION OF HIGHWAYS DRAWN L_Ga born 10 WASH d` sits ! Washington State SR WO CHECKED R. Hans•^ ,a MurecR Department of Transportation SR 169 TO SR et►s RESURFACING PROJ, ENGR. A W Carter B3lvJ07 �'"� s�cc GIST. ADM. P . 19 —A-f —x [OMmeLT MO. ✓une IV983 °i vaROV u `l'SCELL EA.rECv /S L TA /! g 2t Reviewer L McLeod DATE REVISION BY APPD .l.5- rya T us — FORM 221 -011 vv I Revised 6/80 .Sk ors