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Final Approved Plans WSDOTA B c B E F G H SEC, 25, T, 11~,, R. 01 E. W.NI. YEII~ COI~I~UNITYSCHOOLS SR 5011CARTER ST.IBRIGHTON STE INTERSECTION IMP 21E59, A 112+15 TO A 130+38 ti,~ OG q(~ ~J r ro 5~~ ~ RIVER O(y~pq p N.OU~ iPIN. Z 68T 9t F Q ~~ 89T z zl z GR I ~~ p w ~I z w ~ z o 93R9 AV: m ~~ Y; ~ ~ 0 09TH r~ ~ '~ - ~ m, ~Q I P~ II c PFC ~CO o~ ~~ ~1, ~ V1 vAll~n qPe, Pxr pT I ~ I R I v g OQ R6.ECT c A i I,II II Bf 27. o LoNC ~PJ` (F ~ w GQ I ~~ e~ Vc ~ c ~ P~ loo-H, o I11 ~ i cy cc F - P~f10lECT oVti ~o-xr~ 1P~~~ w I' 1C3RD ~~'~ ~~I ~7 p Bf27. ~H~x O6TH ~ ~ ~~ ~ ~ y~ i ~ i u \ 0 Q.0 Wj~ UI ~(Q P 501 ~ ' `~ x till, o ~ \~~ a 109TH FIVE ~~ hid eY~ ~ I m o~P~d 'J~ I CORNERS' ~rcT" qo %~ ~~`~_. PROJECT LOCA~ON V~ VICINITY MAP MP 2759 ~~!C NO SCALE m BASIS Of BEARINGS; - SSfll30'A qI fF1GL5BE 1S11Y BNER h1M, RR (i(Y aF YEW B1A N0. BIN f UAfR 11BAS1gl fAMIY LFA , i ° VERTICAL DAiU~; E (AY ~F Ys1N ~p¢GY¢9~ CALL BEFORE YOU DIG 3pP4 °mp ANRAMS'7FAPClRfgEWNfSISIXOFBR. C THE CONRACTOR SH4u BE FULLY RESPONSIBLE A7 pl SNIH SAE OF OPokIUY 41&BBM N0. ISMI o ; Q FOR THE EOCATION AND PROTECTION OF ALl EYISiINC ' p UTILITIES. THE CONTRACTOR SHALL VERIFY ALL U11LI1Y ° ' ° LOCATIONS PRIOR i0 CONSTRUC110N BY CALL rNE ~' °1'vu,.P°' UNDERGROUND LOCATE LINE Ai (800) 424-SSSS IQRUA B~'iR ~ A MINIMUM OF 48 NOURS PRIOR TO ANY EXCAVA-ON. a ~ RDA ~~/~iB7 Q PEN90NS DALE BY p~~~M dpi, $.D.$ChniLZ ~ ~ PLOS.Cr NAME pPAVRNC Np. pgpryry ONE INCHAT FULL SCALE i 1OF Y2 Ir,.R.ra or HNm,acALEA000xwxcLT YELMCOMMUNITYSCHOOIS cwpcHEaEp Fl PAM u¢u m ¢nei¢sswrN,suxuixM.s¢x¢oMwertesscrttic¢s INTERSECTION IMPROVEMENT PLAN oL2444nsoD2-cv ~~~~~`' COVER SHEET ¢ °"°'w=s"'~"¢ SR6011CARTERSLIBRIOHTONST. CVO1 CHECNEp JMB No. ~W.16EM uc¢rwurix~wuxs R.L H¢us¢ 244-4115-D0P asp+SVE~°~wuw AFFreprcp pas~9 O4 POO7 e~ius r ^^~^wn~~+a~r YELM,WASHINGTON N.L H¢us¢ PLAN SHEET INDEX SHEET NUMBER PLAN REFERENCE NUMBER CESCRIPTION 1 CV01 COVER SHEE1 2 LG01 LEGEND AND TYPICAL SECTIONS 3 UT01 UTILITY REMOVAL/RELOCATION & TREE REMOVAL PLANS 4 UT02 UTILITY REMOVAL/RELOCATION & TREE REMOVAL PLANS S PP01 ROADWAY, DRAINAGE & ILLUMINATION PLAN RND PROFILE 6 PP02 ROADWAY, DRAINAGE & ILWMINRTION PLAN RND PROFILE 1 PP03 ROADWAY, DRAINAGE & ILLUMINRTION PU+N AND PROFILE 8 PP04 RDRDWAY, DRAINAGE & ILLUMINATION PLAN AND PROFILE 9 DT01 ROADWAY DETAILS 10 DT02 BEACON ASSEMBLY DETAIL 11 CH01 CHANNELIlATION RND SIGNING PU+N 12 cHO2 cHANNEUtATIGN AND sICNINC PLAN ® CONSTRUCTION NOTES; 52.1'-542' VARIES ~ 14.5'-28.D' 13.5' - 2% ENISTINGEDCE~ `~- ---- OF PAVEMENT EXISTING ROADWAY SECTION TYPICALSECTIONA Na scALE 1 S.R. 501-STA 111+91.39 TD STA 112+14.61 1 oso' HMA clASS ~" (PC 5B-22). 2 CRUSHED SURFACING BASE COURSE, 0.83' MIN, COMPACTED DEPiH. 3 CEMENT CONCRETE TRAFFIC CURB AND GUTTER. PER WSDOi SID PLAN F-1. 4 TYPE 1 ENiRUDED CURB PER WSDDT STD, PAN F-2h. 45.1'-60.8' Y VARIES ~ 14.0'-14.5' 13.5'-28.5' 6" 27 --- 2% a.~ ----------"----- °-' "---- SCOPE 4:1 OR AS SHOWN '.-.___.-._.__.v__.~.. ~. 4.2 EXISTING EDGE L---'---- -'------- IN (DM) FIGURE 430-13. OE PAVEMENT IXISTING ROADWAY 3 SECTION TYPICAL SECTION B 2 Na scALE 1 S.R. 5D7 -STA 112+14.61 t0 STA 123+09.84 31.6'-592' VARIES ~ 14.D' 1.4'-15.0' _ _ 2% -- _ ____ - 27 ' 1 `_`_~____ __~_-_"-"'- SLOPE 4:1 DR AS SHOWN EXISTING EDGES `---~~ --~'--- 4i IN (DM) FIGURE 430-13. OF PAVEMENT f EXISTING ROADWAY J SECTION TYPICAL SECTION C 2 Na scAlE 1 S.R. 501-STA 123+09.84 TO STA 130+88.81 rr~i ~~ L v,~p ~OG RENSIINIS NAIE BY OEGGUE] s.M.c~N~ sos~Hmu~ ~~ f ~ ORpNN CNE INCH ATFULL SCALE. ~ I M,R,Ta Cf IF NCT,eCALEACCGNGINGLY CABCX NAN OL7444115002-1G di92d C FIHWFFPoNS.PLAM1WIAC.FNNAONNFNFAISQFNCFS ~rs~\+~ s~iuiouunE+lE BNB~BO .~ NPo . >oEpYe4° upFrxrsii^~~IN N~LHousa AaPRGAEB NL HOY9! 244-4115-002 De1QB D4 2007 P:ECa~>3r~~r,~ ` ~I"°~ Op ~,.re,.~a~,~ LEGEND EXISTING PROPOSED D TRAFFIC coNrROL LOOP STREET LIGHT BY OTHERS ~ TRAFFIC SIGNAL POLE (~ PEDESTRIRN SIGNRL POLE N TRAFFIC SIGNAL HANDHDLE Ty 1a UTILIiY POLE W/UG DROP ~ AND TRANSFORMER Y '~ !~ UTILITY POLE W/UG DROP UTILITY POLE yGA GUY ANCHOR B POWER HANDHDLE ~~ ®VAULT TR[] COMMUNICATION RISER Sy,P.°i SS0~0 SANITARY SEWER CLFAN-OUT r. B SANITARY SEWER METER BOX Qp SANITARY SEWER MANHOLE 1® STORM DRAIN STRUCTURE w I CATCH BASIN -+^~rl ~iR FIRE HYDRRNi $ WATER VALVE ~<i? ~ ~..1 HCR HANDICAP RAMP " ~ UUARRY SPALL OUTFACE I~ ~ IMPACT ATTENUATOR ~-- ~ 2" DIA CONDUIT AND JUNCTION BOX BFACON ASSEMBLY EXISTING PROPOSED -~-- ... -- STORM DRAIN LINE _~_ __. ~~ GURRD RAIL -A-x- CHAINLINK FENCE - ..-.- -- _.,,_,_,,_,._ PITCH CENTERLINE FOG LINE OR SOLID LANE LINE (AS NOTED) -°-- ---- - -SKIP LANE LINE =~ `~= = =~ DOUBLE YELLOW LINE - mm EXTRUDED CURB (AS NOTED) -~`~ _"" CURB AND GUTTER j_m___ _J ~ SIDEWALK EDGE OF ASPHRLT PAVING LEGEND; REMOVALLEGEND; D RSPHRLT PAVEMENT , EX CURB TO BE REMOVED rrrrrrrr SAWCUi EXISTING ASPHRLT CONCRETE SIDEWALK _ - _ - _ EXISTING STRIPING REMOVAL CURB AND GUTTER REMOVAL LIMITS ~~ REMOVE ASPHRLT CONCRETE PAVEMENT REMOVE CEMENT ~ n'- CONCRETE PAVEMENT e d "A" n2+aoDO cL. 2 BEGIN STRIPING REMOVAL °A" 112+oO.DO 1o.B' RT 2 BEGIN STRIPING REMOVAL ° ,„,y BURUNGION NORTHERN ,.~.~~ " ~.w.w',' www, +__ ~ 12 0_ __ _'S0" E r -- - T13+o+ a _ _ Nsr33- -- 1 "A" 113+60.80 1234'L1 2 BEGIN STRIPING REMOVAL SCALE IN ffEi ~ D®o W (G BURIJNGION NORTHERN ___-..______________-_______-____-.__._______-______W N ~._,_ ,. . ~. rr~ ~, ,,. _m <, ,.. ~_,~ ~__.- -~- ... 0 -- --------- ---- - -- ---------_------ o "A" LINE _ 11?r+ao ~_ ilsi oo ~?_ T1s+_-.F _ i1T oo "A" LINE ~_N sr33'so' E +Ia O}D ` n YELM RAINIER HWY. (SR. 507J 1 ~ F N I --, - o-a- -o-o-o-o=o-o-o-~- -o-o~~ - ' --Fob=~-o-o-o-~-o-o-o ~ -o=o ~=~--F-:.-~%~-h---S---rte, ~ ~ ~ , F e~~~., ~ ~ ,,,_._ °A° 712+01.40 14.5' RT ~=6~ o-o-o-o- -~~\ /~o [f---o-o o=~-' _ --F--.. .~'p~o-~~I p ( BEGIN ASPHALT REMOVAL 1 ~~~`~. +' i0 ~-D~~--~'"i ~ p PRO~~RB G~~oN p op~ ~ oP m oP a oP oa oa aP oP oP oP oP~~ ~ oP 4 ~ A ~ 1 ~~~. I~ ILLUSTRRiION PURPOSES ONLY. 1 ~ ..__ _ _,___ _ m_,-___ __ _.~~--. __ - "~-T. # REMOVALNOTES; REMOVALLEGEND; A A 1 SAWCUi AND REMOVE EXISTING ASPHALT OR CONCRETE PAVEMEM. ~r7- SAWCUT EXISTING ASPHALT / 2 REMOVE EXISTING STRIPING. - - - - - EXISTING STRIPING REMOVAL ~ EROSION CONTROL NOTES; -----~-----~- cur AND Flu uNE uMRS 3 ADJUST EXISTING CATCH BASIN TO GR4DE, , -----r-----F_ OF CLEARING AND GRUBBING 1 CONSTRUCT SILT FENCE PER WSDOT STANDARD PLAN I-4 SEE SNEEf DT02. 4 REIOCATION~A0JUS1MEN10F EXISTING TELEPHONE EpUIPMENT BY OTHERS. ~ REMOVAL LIMITS 2 INSTALL STORM DRAIN INLET PROTECTION AT LOCATIONS SHOWN PER WSDOT "B" 100+62.4 26.5' RT STANDARD PLANS I-1 SEE SHEET DT02. 5 RELOCATION~ADJUSTMEM OF EXISTING POWER EDUIPMENT BY OTHERS. ;~ REMOVE ASPHALT 6 END SIDEWALK REMOVAL coNCRETE PAVEMENT 6 REMOVE EXISTING CEMENT CONCRETE SIDEWALK PER EROSION CONTROL LEGEND, LIMITS SHOWN. Ok" 1 ~ ~ ~ ~ 1 "+ REMOVE CEMENT w ' ' -o-o-o-slLT FENCE ,. 1 REMOVE IXISTING CEMENT CONCRETE CURB PER LIMITS SHOWN, e ~ ~ "~ '. CONCRETE PAVEMENT ~ ~ ~ I ~ +L ® wLEf 9NOtEOION i ~ ~ B SEE PLAN & PROFlLE SHEETS PP01-PP04 FOR RELOCATION. -~''/ m ~ l + T `~ ~ _. " ~ + "B° 100+41.9 21.6' RT 6 N + ~ ~ ~ ~ ~ ;~ ~ BEGIN SIDEWALK REMOVAL p 9 REMOVE EXISTING STOP SIGN AND MAINTNN EXISTING STREET SIGN i h W Z~ ~,~ ~ ~~ -------- m~----- 2 ------------------ ~~ ~ f 1 ------ --- ~h >~ ~ _ ~. _ ~ ' W ------- ' 0 W 719+00 N ..._ _ .. ^ „A f22+41.4 , ~ `~ 3124LT K~'- --------- 2 BEGI STRIPING REMOVAL -----.------ -- - -- W "A° 721+60.13 3S.D' RT 2 7P0+W 2 121+00 1 +00 773+00 12 N "A" LINE ANGLE POINT ~ A" LINE i ' ' ° 0 -,_}_. ~_ } . r E _~_ ~__ S3 SO I. ~_. ~_- .___1__. -+- ~ .~._N 51 o A' 122+34 66 14~RT " " ' . , 1 C RT 1 p p A 121+60.13 14.5 1 YELM RAINIER HWY. (SR501J 1 ANGLE POINT r ANGLE POINT ~} ~ ~~ 3 9 ~~' .---~- ~ ~ ~-o N o+ ( , I ~ oP oe oa o9 a+ t>---oP A ~~ OP ~ ( SOP OF OP OP OP ~ ~ P , 43'RT ROPOSED CURB GUTTER ~ ~ 1 ~ ~ % °'" ~ ~ ~ "R" 122+1123 31 ~ 1 " , ~ ~ . ~` V ~ 1 SIDEWALK AND EDGE OF 1 I Y~ EPOINT ~ ~ " ms ..... Q_.. _~ ~.._...__. _. _. .._.__..... ~ , __. e-:e -e.t-c PAVEMENTSHOIYNFOR ~ __ 8 I _~..~,~ ,~~.,T ~ ~ r ~„~,,,,,,~ !ILLUSTRATION PURPOS _ _ _ Q PROPOSED CURB, GUTTER 6 A' 121+51.16 61.6' RT ~, ~ isec 122+41.59 61.4' RT 6 ~~ AND SIDEWALK SHOWN FOR BEGIN SIDEWALK REMOVAL ` ~~'~~ END SIDEWALK REMOVAL s=r3 ILWSTRATION PURPOSES ONLY. A "B" 99+30.19, 16,0' LT ciua+6c m Y T ` ~ Y ;~ ~ W END CURB REMOVAL ~ "B° 99+24.23 28.3' RT I "B" 99+25.22 28.94'LT ~ o" h I BEGIN SIDEWALK REMOVAL 6 o 6 / A ~ I END SIDEWALK REMOVAL I Q I T "B" 99+10.44, 15.8' LT , W, 2 i "B" 99+30.iS ifi.4' T BEGIN CURB REMOVAL fi; END CURB REMOVAL "B" 99+iD.44 iS.O' LT Q 1 END ASPHALT REMOVAL ~ "B" 99+2833 16.3' RT T BEGIN CURB REMOVAL /~~ " " ' 99+28.31 15.0 RT 6 B "CALL UNDERGROUND LOCNTE AT 1-500-424-5656 BEFORE YOU DIG" aN~E~hop ~~ 1 BEGIN ASPHALT REMOVAL OESICNE~ ~Vq4 ~~ PROJECT NWE ~PAIXNG N0. ~, ~ RENSIA4S ~AIE BY $.M.Cfai, $.~.Sthmiti ~ v pgpµ„ ONE INCX AT FULLBCALE. 3OF 1Z M.RJa or ~„O;BCAfEACalIRU~„uw YELM COMMUNITY SCHOOLS TESCIDEMOLITON AND UTILITY owo c+EasEO N¢ He„¢ iss< o- ~ srk~tieswxG e~tihwo snMaor~eti,~ar~e~s INTERSECTION IMPROVEMENT PLAN oLZ444nsoo2-uT ~~~~,~° ~,,,~p„~„" REMOVALIRELOCATIONPLAHS SR$WICARTERST IBRIf HTONST UTU1 ~E~¢o . . r ~aHo. ~ouueeu ,~_,",,Pi1F~„~,;516 K.L House avsaa~o 244-4175-002 vu„vxN,.~¢3mu W=^^"~^ YELM, WASHINGTON oa> Pius K.L Hour ~ ~9 ~ PW7 W------ WI N ~# REMOVAL NOTES; SCALE IN FEET 0 20 4D 1 SAWCUi RNO REMOVE EXISTING ASPHRLi OR CONCRETE PAVEMENT. 2 REMOVE EXISTING STRIPING. 3 ADJUST EXISTING CATCH BASIN TO GRADE. 4 RELDCAIiDN/RDJUSTMENT OF EXISTING TELEPHONE EQUIPMENT BY OTHERS. 5 RELOCATION/ADJUSTMENT OF EXISTING POWER EQUIPMENT BY OTHERS. fi REMOVE EXISTING CEMENT CONCRETE SIDENALK PER EIMITS SHOWN. 1 REMOVE EXISTING CEMENT CONCRETE CURB PER LIMITS SHOWN. 8 SEE PLAN & PRDFlLE SHEETS PP01-PPD4 FDR RELOCATION. 9 REMOVE EXISTING STOP SIGN AND MAINTAIN EXISTING STREET SIGN n~~mou ~ ~n~un. V tNU SIKINING KtMUVAI ~ _ _ _ _ _ _ BURONGiON NORTHERN _ _ _ _ _ _ _ _ _ _ _ ~T7777-~ SAWCDT EXISTING ASPHALT _ _ _ ~ 0 EXISTING STRIPING REMOVAL I -----c-----c- CUi ANO FILL LINE, LIMITS ~ r--- -; ---_ _.+, .-..~_ rr~ ~~ ,II «<- -----I-----I- OF CLEARING t,ND GRUBBING --- f REMOVAL LIMITS h 00 ~ N srss'so' [ ~ - - T 1°~+0° A' LINE ~ - - ~ - - - ~ ~ ° 1 YELM RAINIER HWY (S R ~507) REMOVE ASPHALT ~ Q . . . CONCRETE PAVEMENT -=- - IJ ,, REMOVE CEMENT - - ~ ~' ^~ , . m- ° m.'' CONCRETE PAVEMENT ~ ' `-PROPOSED EDGE OF "~ PAVEMENT SHOWN FOR I ILWSTRAIION PURPOSES ONLY. i i_.______._..__.__----- I "CALL UNDERGROUND LOCRTE RT 1-B00-424-6566 BEFORE YOU DIG" EXISITNG SYMBOL LEGEND y FOUND MONUMENT AS NOTED B CALCULATED POSITION OF MONUMENT Icl =CALCULATED lol = OEEO ~ STORM CULVERT POWER POLE ~ccSANITARY SEWER CIEANDUT WATER VALVE ~c POWER SIUBOUT C SiDRM DRAINAGE CATCH BASIN ~ FIRE HYDRANT oicv IRRIGATION CONTROL VALVE CABLE 1ELEVISION VAULT cl TELEPHONE RISER o' POWER RISER ~~scSANITARI' SEWER STUBOUT APO POWER OUTLET p MAILBOX STOP SIGN ~ ucHr POLE ~w WATER METER Q EROSION CONTROL NOTES; 1 CONSTRUCT SILT FENCE PER WSDOT STANDARD PLAN I-4 SEE SHEET D1D2. 2 INSTALL STORM DRAIN INLET PROTECTION Ai LOCATIONS SHOWN PER WSDOT STANDWFD PLANS I-1 SEE SHEET DT02. EROSION CONTROL LEGEND: -o-o-o- slLr ONCE IMLR PROlEC11DN 0 W m ~~ ONE INCX AT FULLSCALE. la a SCALE IN FEET ® 0 0 W ~" BURSINCiON NORTHERN I - - www~ w7 ~ W STA. "q" 711+95.26 29.39'Ri i ;~ww "~ "`~~ _ ~~_~_.., .. ,..,._. ... ...._.. __ _. ,. W y ,,, gNGLEPa1NT , l sia.'a' iz+ol.4 145'RT 1 10 ~ ~ 712+0o gNGLE POINT 1 713+00 714+oG n5+oo 716+00 717 p N 5r33'SO' E ALINE YELM RAINIER HWY. (SR. 507J ' 11 cB ~ 11 cB 2 ~ ~ H ~~ IN _...~ - -.I'I ~-.- --f - F '--{-- --- ----'F ~ ' F----- -- -F- .. --F.._-. .F.. "--- -F"''"F--- F - -F'"-°f- f F - F ..- F---- i F "F ~~r,,, ~ -•---F---.Z ~ 'T i~ "q' 112+1461 29.0' 1 AP ~ ` A' ~ E BEGIN CURB AND GVTffR 2 P OP OP UP " 0 0= OP A" X113+99 49 4D O RT ~OP GP ° OP F OP I ~ \ F ~ OF I (~ L J,UMINAIRE BY OTHERS _ _ _ ! _ -~~ T T "- _ _ ~. ` R'112+09 46 40 ORT - - -------------- - . _ _ ~ R 11SB 16~734R - ~ - t' . . EuMiNaIRE BY o1HERS _ - I _- LUMI~AiRE BY 07HERS ~ ~ _ ~ _ _ ~ _. ~ ~ ~ CONSTRUCTION NOTES; PROPOSED PAVING LEGEND; I STA °q" 711+91 39 2B C'RT 1 CONSTRUCi NEW PAVEMENT PER ROADWRY SECTIONS ON SHEEP LG01. ~ ASPHALT PAVEMENT . . . i 6 BEGIN gsPNgLT EaTRUOEO GuRB T CEMENT CONCRETE TPAFFIC CURB & GUIIER PER WSDDT STD PL I F BEGIN PANNG AN . 2 CONSTRUC . - ~ CONCRETE SIDEWFLK 3 INSTALL SIDEWRIK RAMP 11PE 1B AS PER WSDOi STD. PL4N F-3a. 4 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDDT STD. PLAN F-3. CURB RND GUTTER S MATCH EXISTING SIDEWATK. 6 CDNSTRUCi TYPE 1 EXTRUDED CURB PER WSDDT STD. PU+N F-2b. 10 INSTATE 12" STORM PIPE PER CDY OF YELM STD. 6-iS SEE sNEEr Lco1 11 CONSTRUCT TYPE 1 CRTCH &4SIN PER WSDDT SiANDARD PLAN B-S.20-00. SECBON A SEE SHEEP 1G01 -SEC-ON B 360 _ ,,360 - - ---_______ "---- ____ ____`- ___ PROPOSEORICNTTOPOFCURB ELEVABON __~ EXISIINGCENIERUNEE1fVgilON ~ t ; 350 ! T2' PROFILED wqa Pvc sG L - 350 , - 250, SLO E=1,149, STq 114+25, 2706 RT : RIM=355.fi' ~........... _ ...... ....... ...._ ....._........ _.. .. , ...-. ,.___.-_.. ......... tE GUT' 3526-(12" W) ............ . - . -.. _... CB TYPE 1 : ', S1A 116+15 27.08' Ri 35 ~ M : : ': : ', : ', : ', i '' EXISTING CENTERLINE ELEVATION (IYY.) ! : ',, ~, ',. IN J4974 (12" E) E IE OUT 34974 (12° W) ',. '.. F CURB ElfVg11C4 (TYP.) ~ 1 -340 ._~_._. 740 - _. _.. I ___.__, ... ......_ _....._ ..T ~._..... ." -.. -. m n:' o~ n'':n ~o Wn Na "'''•,o mn m~"t a~ mn m':~ N~ °m ^umi an "m mm Nlm aN °':m m! ro mm N! N: NN m',m N:N mm Nh n,H ~N ^n ^n ~e NN N'' N ~N mie ~N 6e NN by 3',ui ~N N' N Ny NN by ~N a8 ad na N ~N ~N ~^ y!n N N n^ h Nin N M'. ~~ ~N ~1:M ~M N~ : ~M N':h ~M ~~M ~ry . ~M M_N ~N ~~ N "'''•,M "~':,M M N'':~ N.:~1 NN N:~N 712+00 712+50 713+00 AJ+5D 714+00 714+50 715+00 715+50 116+00 716+60 711+00 i ~1 6~ ~~~G.yc ~ ~ D~ ONE INCXA~BCALE. teal ~~ IF NOT,BCAIEACWR8INULY FllE N"NE aL2444n6oa2-PP ~~ EWINEEPoNG.PLUMING,EMAROMifNIAl6CIENEES ~~I~ ~ J°B N0. ~,a,u~p,~dE ~ °I~~J,4" U~ VA~III6~I.W16 244-4ns-oo2 °A~9 04 tom , >m,~~UN 01 0 a al to N>ERSEGnoN ' ("A"-LINE) SR S07 STA 121+9624 i ~ Z ~d d . ("B"-LINE) CARTER RD. SE 100+00.00 ~ OI F , . '7 "A" 121+10, 35'LT ~ ~ LUMINAIRE BY OTHERS CONSTRUCTED ~~ W "~ ~ _ m K W , . WI1N BREAKAWAY FOUNDATION PER WSDOT ,~' ? Io,W SN PLAN J1-B / F N ~ i 1 "A" 121+60.13 35.D'A~T 0 0 ANGLE POINT .,,~^' I t BURlING70N NORTHERN ' "A' 121+60.13 1~ CI 1 ANGL 0 0o na+oa ns+oa 72p+~ In+ao ~~ _1 _ _ N 5ru'SO' E ALINE N 51'13'50" E 1------i-----~-----I-----I-----~---+----i-----F ~ ~' 10 ,-(,1 YELM RAINIER HWV. (SR. 5071 cB 1 11 10 2 _ _ _ _ _ _ _ _ _ J 'A 111+15.12 36.0'RT a "B" 99+29.21, 18.46'LT ~ ~, " ~ LUMINAIRE BY OTHERS ~ ~.._ ,..WMINAIREBYOTHERS --°---------•-~-° a._.e_.-q'..------~---- ~ ~ RMTC3466SIN ~ "A° 119+8524, 29.0'RT A 120+BS24 44.0' RT R 2I+51, 52RT 2 BEGIN TAPER 2 END TAPER LUMINAIRE BY OTHERS ~ ~ I ~ CONSTRUCTION NOTES, 6 °B" 9s+3B.3s, 44.2'LT 3 I PROPOSED PAVING LEGEND; N ANGLE PDINr ' '~ W 1 CONSTRUCT NEW PAVEMENT PER ROADWAY SECTIONS DN SNEET LGD1. ~1 °B" 99+21.61, 29.61'LT I ~ ~ , 2 CONSTRUCT CEMENT CONCRETE TRPFFIC CURB & GUTTER PER WSDOT STD. PVdJ F 1 ASPHALT PAVEMENT SCALE IN FEET ANGLE POINT S I , EXTEND EXISTING STORM DRAIN PIPE APPRO ® "B" 99+10.4, 15.84'LT W ~~ S LF ~ D5% SLOPE AND CONNECT TD 3 INSTALL SIDEWALK RAMP TYPE 18 AS PER WSDOT STO. PLAN F-3a. D 20 4D I ~ h RELOCATED CB. PROVIDE FlTTING AS D CONCRETE SIDEWALK END CURB AND GUTTER ~ NECESSAISY TO CONNECT TO EXISTING PIPE. 4 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WS001 SID. PLAN F-3. "B" 99+10.4, 14.84'LT y CURB AND GUTTER 1 END PAVING R=300' 5 MATCH EXISTING SIDEWALK.. W L=204.52' 6 CONSTRUCT TYPE 1 EXTRUDED CURB PER WSDOT STD. PLAN F-2b. ~ A=39'03'40" CURB RETURN ELEVATION TABLE Q 1 RELOCATE EXISTING CATCH BRSIN TO NEW BOWLINE LOCATION. ADJUST TD FINAL tOP/vgcE of ~ GRADE. cuRB E(EVA-pNS NO. BEGIN SiA. OFFSET BEGIN ~ 1/2 ENp END Siq, OFFSET RADIUS tENGIH DELTA 8 ADJUST EXISTING CATCH BASIN TD FINISHED GRADE AND INSTALL SOUO LOCKING COVER PER WSDOT STD. PL4NS B-3020-01 AND B-30.10-DD. 1 "A' m+7527 aa.o' Rt. 7ats2 7x772 7as.IS SrA. "B" 9s+lo.aa 15.aa' Lr, as.o' ]o.7T soroT22' 717+00 717+50 718+p0 718+50 719+00 719+50 720+Op 720+SO 4~'~~~°~~~i o~Nrn[o ~ Is oA>E FY SM.Croi , SD,Schmih ~~ ~- J' pppNy ONE INCH ATFULL SCALE. M.R.ta of IF XCT,BCALEA000ACINCLY CA C CX FlIE NAM 424 4P ENGINFFGNG.HpNNING.FNXROhNFNFALStIErxFS OL2aaan5oo2-Pa ~~~Nrca°+V o• 9„or~Fw~4FNF 0. UIfCXED JCEN StoXN,NN ~.rcn ~xrsNnmm~siu H.LNoNSE 2aa-x175-o02 F~4~sosE~~w AFFNOV~oL RGNNE oAt~9 oa 2007 9~INNF ~ ° °~ 721+00 721+50 722+OD W ANGLE vulNl v y "B" 100+60.58 20.99'RT p BEGIN CURB & GUTTER MATCH EXISTING B" 100+6396 31.1'RT S Z ~; T\ ~I; T BEGIN SIDEWALK MATCH EXISTING N Z a+ 3 B" 100+45.5 45,81'RT d END SIDEWALK d L~ .1 r, ~°s ~ B" 100+36.34 40.25'RT ~a d ~ ENO CURB & GUTTER SCALE IN FEET ~~~ 4 ~ ~ "B" 100+32.95 3B.11'RT 1 ® ~H W ~~ ,ANGLE POINT W W -------------- 0 20 40 Z %n. BURLINGTON NORMERN ~ I B" 1 D0+4421 2334'RT. __~,-- ... „ _ ._ .. _.,. - "~ = . _ ~._...-..,; _.. - ~ .~~ N .- T-___, -,~-4~,--~--~- - --- ANGLE POINT --_--_.------ -----~----_- W W W "A" 122+1123 31.43'R1 1 11 NI ANGLE POINT h I "R" 122+34.66 14.0'RT 1 0 ~ ANGLE POINT I~ O+oD 723+DO q LINE 124+sD 72s+ao 72s+DO tvC N S1'33'SO" E N N 5f33$0" E ~ - ~--- ~-----I-----~-----+------+- ----+----~----f------- ~ YELM RAINIER HWY. (SR. 501J o 0 a r ~ 2 F f F ti ' °i ~ n; ~a I I ~ ~ ~.- y<1 \ n BB+66.44, 42.IKI * ~"A" 123+09.84, 2B.0'RT ~' END SIDEWALK END CURB AND GUTTER oP oP- kNGLE-PGINT- - -~ r S y !!i I~ "B" 99+29.11, iS.16'RT CATCH BASIN RIM: 345.91 "B" 99+26.33 16J3'RT " BEGIN CURB ANO GUTTER B" 99+28,36 14.91' RT 1 A \STA "A" 125+1225, 29.00' RT IQ BEGIN EOP TAPER ---------------------------------------1~ RT ~ CONSTRUCTION NOTES; I PROPOSED PAVING LEGEND; 1 CONSTRUCT NEW PAVEMENT PER ROADWAY SECTIONS ON SHEEP LG01. D RSPHALT PAVEMENT 2 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUiiER PER WSDOT STD. PLAN F-i D CONCRETE SIDEWALK 3 INSTPLE SIDEWALK RPMP TYPE 1B AS PER WSDOT SID PLAN F-Ja CURB RENRN ELEVATION TABLE i0P/FACE BF CURB ELEVA-ONS i F T R N0. BEf~N SiA. OFFSET BEGIN I/2 ENO q. ENO S OF SE ADIUS LENGTH DEL1A 2 °B° 99+2B.J7 16.77' Ri. 346.41 346.SS 746.62 °A° 722+S7.S4 28.00' Ri. 45.0' 69.75' 8878'19" 3 "B' 100+60.56 20.99'Ri J47.46 747.79 J47.J1 °B" 100+76.74 40.25'Ri 45.25' 31.59' ' ' CURB AND GUTTER 4 CONSTRUCT CEMENT CONCRETE SIDEWALK PER WSDOT STD, PLAN F-3. S MATCH EXISTING SIOEWNK. 6 CONSTRUCT TYPE 1 EXTRUDED CURB PER WSDDT SID. PLAN F-2b. 1 RELOCATE EXISiINC CATCH BASIN TO NEW FLOWIINE LOCATION. ADJUST TO FINAL GRADE. B ADJUST EXISTING CATCH BASIN t0 FINISHED GRADE AND INS1All SOLID LOCKING __ h~l ONE INCXAT FALL SCALE IF NOT, ECAIE ACCOROINOLY iu+uu r«*au raruu r~xau i~rrvu ~errau i~~rw ,mn~. ,.~rw ,~~r~~ ,.,r~~ M ~m. 0 dl SCRLE IN EEEf FI W 0 20 40 W I BURONG7DN NORTHERN N__________._----__~.----- -------_____------------_.- .,_.__ 729+00 72s+oo Tao+ao Tai+ao N S1'33'S9" E A EINE N S1'J750" E ___ ----+----I-----I-----i----+----+----+-..-.-.--h---- YELM RAINIER HWY, (SR, 501J 14 o ~ STA. "A" 1: END EDP TP END PAVING ~# CONSTRUCTION NOTES; PROPOSED PAVING LEGEND; 1 CONSTRUCT NEW PAVEMENT PER ROADWAY SECTIONS ON SHEEP 1C01. D RSPHALT PAVEMENT I. CONCRETE SIDEWRIK CURB AND GUTTER SEE SHEEP tfAl -SEC-ON C 727+00 727+50 728+00 728+50 729+00 J29+50 73M00 730+50 731+00 731+SO L ~1 ~7 w,1~O0 FMSIDNS DA4 DY D6~(ENM Cmi , $.O.Sahmitt ~~ ~ ~~ PPCECi NANF pppryry ONE INCHAT FULLECALE. x.Rro or iFNOT,acA~A000nomaLr I YELM COMMUNITY SCHOOLS CADD CHEMED FlH NPNE rasr t [wiHEtunc.ruNrrvc.[mnrvoHM[rviusa[rxu INTERSECTION IMPROVEMENT PLAN ot2aaan5oo2-PP °~'Wrs~,W` ~,~~s~~o`~ SR5071CARTERST,IBRIGHTONST. cn¢cNm MoD nc. N.t. Nnll69 rt244-M11)5-002 o^,fU4P.YC+l.'~],u"iW4 aaaaovEO op 09042007 ~'~ p~ ~"~"'"`~ YELM, WASHINGTON R.L House GENERAL NOTES ISiREET CONSTRUCTION) 1. pl1 WORKMANSHIP AND MAIiRNLS SHAU BE IN ACCORDANCE WI1H Cltt OF YEIM STANDARDS. 2. 1HE CONWACIOR SHALL BE RESPONSIBLE FOR Pl1 iRAFFlC COMROI IN ACCORUAIVCE WDH MOTCD. PRIOR i0 DISRUPTION OF PINY TRAFFIC, iRAFFlC CONTROL PLANS SHAU BE PREPARED PND SUBMITTED iD ME CITY FOR APPROVAL NO WORK SHhLt COMMENCE UNNL All APPROVED iRgfflC CONTROL IS IN PLACE 7. ALL CURB AND GMER, STREET GRADES, SDEWAIX GRADES, PND AIVY OTHER VERDCAI AND/DR HORIIDNTAL AUCNMENT SIIAtI BE STAKED Bf WJ ENGINEERING OR SURVEI1NC FIRM CPPPBLE Of PERFORMING SUCH WORK 4. WHERE NEW ASPHpLi JOINS E815TING, INE IXISDNG ASPHALT SHAH BE CUf 10 A NIXi VER11C4t EDGE AND TACNED WI1H ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH THE SiAIJOARD SPECIFlCADONS. ME NEW ASPHALT SHALL BE FfAiHERED BACK OVER IXISTINC TO PROVDE FOR p SEAL Ai THE SAW CUi NCADON AND 1HE JOINT SEALED WI1H GRADE AR-40DDW PAVNG ASPNALt. S. COMPACTION Of SOBGRWE, ROCN, AND ASPHALT SHALL BE IN ACCORDANCE WBN THE SfPNDARD SPECIFIC4110NS. fi, SUBGRADE INSPECUON SHPLt BE PERFORMED BY AN PPPROVED 1ESNNC FlRM AND FORMS SHALL BE INSPECTED TOR UNE AND GRADE Bt WJ ENGINEER BEFORE POURING CONCRETE. 1. CER-FICATION 0.S i0 CONFORMNJCE SHP1l BE PROVIDED i0 THE Cltt PRIOR i0 pCCEPfANCE OF WORK. B. THE caNrRSCioR/on~toPER sHau TuRNISH AND INSTAU Au PERM4NENf SIGNING GENERAL NOTES (STORM DRAINAGE( i. PiL WORNMWJSHIP AND MATERIALS WIl1 BE IN ACCORDANCE WNN Cltt of mM srANDAROs 2. (AMPLY WI1H Au OTHER PERMITS pN0 OTHER REpUIREMENIS BY 1HE Cltt OF YEIW OR OTHER COISRNINC AUTHORffY OR AGENCY. 3. A PRECONSIRUCTION MEETING WILL BE HEN WDH iNE CITY OF YEIM, DEPARIMEM Of COMMUNItt DEVELOPMEM, PRIOR i0 iNE START OF coNSmuclloN. 4. PLL STORM COMIEI'ANCES AND RETENTION/DETENTION PREAS Wlu BE SiN(EO FOR GRADE NVO AIIGNMEM BY PN ENGINEERING OR SURJEYING FlRM CAPPBLE DF PERFORMING SUCH WORK. S. STORM DRAIN PIPE WIL1 MEET 1HE FOLLOWING REOUIREMENiS. SUSMfI1AL WII1 INCLUDE 1NE PIPE TrPE AS ALLOWED PER Cm Of YEIM DEVELOPMENT COIDFllNES. 6. SPECAL SNiUCiORES, OIE/WATER SEPARATORS, AND OIJIIET WNiRDIS WILT BE INSTALLED PURSOAM i4 PIPNS AND MpNUfACNRER'S RECOMMENW110NS. 1. PROVIDE 1RAFFlC WNfROt PLAN(S) AS REpUIRN IN ACCORDANCE WM MIpW. 8. CAIl UNDERGROUND LOCATE Ai 1-SDO-424-SSSS A MINIMUM OF 48 HOURS PRIOR i0 PLAY IXCAVA-ONS. 9. WHERE CONNECDONS REOUIRE'fIEID VERIFlCADONS,' CONNECTION POIMS WILL BE ERPOSN BY COMRACiOR AND FlINNCS VERIFIN 48 HOURS PRIOR t0 DI5fRIBUTING SHUTDOWN NOTICES. 10. W1 STORM LINES W4D CATCH BASINS Wlll BE HIGH-VELOCRY CLEANED AND PRESSURE 761ED IN ACCORDANCE WITH DMSION 7 OF THE STANDPPD SPECIFICATIONS PRIOR i0 PANNC IN CONFORMNVCE WITH 1HE PBOVE-REFERENCED SPECIFlCpDONS. (SEE NOTE L) HYDRM'f RUSHING OF LINES IS NOi AN ACCEPTABIf CLEANING METHOD. 11. TESTING OF 1NE STORM MWN WILL INCLDE IEtENSION INSPECDON OF iNE MAIN BY THE CITY Ai THE COMRACIOR'S IXPENSE IMMEDIpffLY PRIOR ID IELENSION INSPECNNC, ENOUGH WATER WILL BE RUN DOWN THE UNE SO R COMES OUf 1NE LOWER M4NHOLE AND THE LINE IS RUSHED CYAN. ACCEPipNCE Of 1HE UNE W1L1 BE MADE AFTER THE iEtEVISION INSPECTION iPPE H4S BEEN REWEWN AND APPROVED BY THE INSPECTOR. A WATER lL'Sf DF Ptt M0.NHOLES IN ACCORDANCE WBH YELM STANDARDS IS ALSO REOUIRN. TESTING WIL1 TAKE PLACE ARER W1 UNDERGROUND I!<ILmES ARE INSTALLED AND COMPACTION OF THE ROPOWAY SUBGRADE IS COMPlE1E0., TAN' 0.1T EXI$nN;, Pp1EI,IENi r:NULSIFlEO ASPHAU C~1AA; CTS-1 TgCK SHq~l BE PPPUED To EBBEi of [X'saNa =ANENEN'T. O.S JdP CUSS I/2' (P0 fiE-22) ' qLL JBINiSS'AIL BE SU~h USING PAVING gSPHaT gR4000w A?"JN IN IUgdNd A11 NUS , I I a ~XISRN" o.aa' BRgY:E NASE ~rXIBLi PAVEII°Ni idEN:E: BAC1-1LL I' hll1, ~B!IPACh3 PET. IYP. 4 P-N,$151C IdEMBDB m~m h ~m mr NlNUUU o.i5 c9dEN1 salc. PIWT. rPgNSVa~ ooNSmucooN ~T_ oR N~AT¢H EXLRNC ~ o,m', ~ sEE i@NUARO PuN q-I ' uemHEVER Ii ~W~, ~ ~ saw ButEXlsim B PAVEH:N[, P 0,67' GR0.YEE BASE ' I u C011PACTEO 70 9S% 0"r NA%IMUM1I DENSITY I 0.17' CRUiHP D ~CIOINC e R. z-oa,~(~po suREABNC PAUE<r~T ' ru= ce~RS Pi;NGi BACNFIL'. r IuM1 rauPq¢ho PER, ne ~ s-oBaTlga,IrTHOBB ~\ ~. U NBiS'. 'I. All IIgTERIgLS, 'NBRNNANSH P, ANO INSTALL- AIIUN SHALL 3~ IN PANFLfl61ANCE WITH 7Hi sTAUOgao sPEaesgnaus Fm RoAO, BBmc Axo M1NNIBIPAL BAUS~onoN as gNENOE; Br my ~ rw~ sTAeogROS, N~~~a ,/ E.H I s D ~, M °~ 0 ~ ONE INCH ATFULL SCALE. IF NOi,BCALEA000R8INGLY ' F NANE aL2444nsoD2-oT IB2d N4 ~'m'~' ~` FNCINFFAIW.FIAIMINC.FNNFxNMENIPLSEIF~%FS s,~,~, ,~„N~,;E SUB Nn R IoxuRN , ucer I4rNrvaa+vsm 244-4175-002 , vs¢N+msxle F.wceolu 7 DA 09 O4 2007 emmc ^,~~ce,~'~~ar REBTAPAIIA4 BFFm mAtE iPPE 11' N 18' NI,mER YAPoEB M[ FNNI A7PAE \/~~ ~~/~ ~~~~ ~~//\~ mace NRe (AE cNFnu mEnex Be~nu xq>x e'me No. 1) RL HOTIdS s' Nm. BEBAWC MP1EmAl 6' N'll Sr NPF51 § 5 ,~~\~~\~I\~~\~~\~~\/I\ \~I A4ASN9NN SA4 NOTES: I, n wxlxNN mNe c as'sHqu BF umlNieuxo, Ea'cvr As n<~Imo qr muN:arax PmNrs. 1 NAnVE Bh[%i1LL SHHLL CWISET Cr f1NSNE8, PRJttSSEB, OR M1'hNR,ILLY BLL1RRiNC 4R,INNUR xerzRUL Ii iHgLL BE [ESMR,ILLY FIdF TRW VARIWB PPEB N kJBR WF51F A4 OMEfl :XmFNEWB W C85CnGNFBiE N~7fRUIS li SN,ILL NBK SllCN fHPAFC7EfiI5BC5 G 91F MYB SPFPE MY I7 XN CCNP.ICTBEA04Y CWPgC6 1 N.InVE mU1Gi B,14NALL M,IhRUL 8IP;1 BE SAi7N A9 SLfiFU[0 50 MAi ME MPXIxON PC6dfCFh SHgLL 6 B-INfNES 1. NAfIK PWE BFBA'NG NPRBIAI SHILL BE.WRIN Lw B:ARNEB SO THAI mE Nq%IMJN hLu,7EGdF SNPLL IS I-INM 10.4 DVC A'PF hMi I I/7-14Ch'EB F0.9000Mf IFq! PIOE s xHERS xenvE uetENUS Res 6rTx oEEUEU u4ASESVrAWt Br MF att m[NLe agcvRU qNB PIR BmAWc sHqu uEEr rHF nor sratiAB~ ~FCUY.FRAV BFUmnufNrs of mrmuoNNB YCn0.4R mENCN BF1fALL arc Rai ~NCCOBUw CBYOFYEtµWABhNGTON DEPT.OF PII~JC W0~3 TYPICAL WATER MAIN TRENCH & BEDDING umr~ cwnNz vuBUE wmus oEEErcn wh 6-15 ~ dN an. are Fs d[c xc 6/2005 0 0 I 1p ~ 30 PRINTED SKIP STRIP PATTERN FOR CENTERLINE AND LANE LINES mo scaE~ NoR12DNTAL vMiH SDUTNERN EXPOSURE 8" LED PMBER BASHING BEACON VIITH VISOR 0 54-3 $CH001 SPEED C'.IJ~.IT R2-1 /~ 54-4 l"/SJn El/ EEASmrvc CONtROI AND BAIIERY CABINET, ACCESS D002 i0 BE ORIENTED IN FIELD. BEACON ASSEMBLY CONS'BUCTION NOTES, t SCIAR-POWERED ~:ACON UNNS SNALL 9E CONPEEIE ERCN NANNFACNRE9 i0 INCWOE 6D WAiI PANLL(ST, 4' M IS' AItlNINOM POLE, B" SIGNAL NEAO'MIN AMBER NO ~Ih, CONIROE EEECIRAYICS, BAII@Y, ENCLOwRE, INNING, ANO PEDESTAL BASE. 2 INSTALL ANCHOR BC'.iS ANO PEUESihI AS PER NANEFACNRER'S 7ECONMG'OA-ON9 BEACON ASSEMBLY SPECIFICATIONS SPECIAL PROVISIONS 1HE FOLLOWING SPECIAL PRONSIONS PRE MPDE A PMi OF THIS COMRACt AND SUPERSEDE PINY CANNCFING PROVISIONS OF THE 200fi STANDARD SPECIFlCAlIONS FOR ROAD, BRIDGE, AND MUNICIPAL WNSNiUCNON (ENCUSHJ, IHE'OMSION 1 APWa SUPPLEMEM; AIVO 1HE FOREGOING Cm OF YELM SUPPIEMENfaI SPECIFlCaDONS DESCRIPTION OF WORK 1HIS PROJECT PRONDES FOR THE INSiPIlATION Of 1W0 (2) SOLAR-POWERED BEACON ASSEMBLIES AND SIGNING IN ACCDROPNCE WRH THE CONiR4CT PLANS, THE CONIRACi PROVISIONS, AND 1HE STANDARD SPECIFICATIONS. THE SCHWL CROSSWAIX IS LCCa1ED ON SR 507 pi BRICNiON RD SE SECTION 8-20, ILWMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 8-20.1 DESCRIP-ON SECNON 8-20.i IS SUPPLEMENED WBN THE F0110WINC. MIS WORN SHALL CONSIST Df NRNISNINC AND Ni MAIERNtS AND EDUIPMEM NECESSARY 10 COMPIf1E THE INSiPWDON OF SOUR-POWERED BEACON ASSOABUES Ai SCHOOL SITES AS SHOWN ON ME PUNS. B SECIIDN 8-20,2 IS PODED WHH 1NE FOLLOWING: EACH SOUR-POWERED BEACON ASSEMBLY SHWi COME WMPtE1E FROM 1HE FpCiORY i0 INCLUDE THE FOLLOWING COMPONENFS AND O1HER EOOIPMEM REDUIREO BY THE MANUFACTURER FOR PROPER OPEPU110N~ THE BEACON ASSEMBLIES SNN1 BE INSIAIIEO IN PCCORDANCE WIIN iNE MANUFACNRER'S RECOMMEN0.4ilON. 1HE MANUFACURER OF THE SOUR-POWERED BUCON ASSEMBLY SHAM. BE EtiEC EIECiRO1ECHNICS CORP., 1310 COMMERCE SIREEf, MPRSH4N 1N 75672, (800) 221-1174 OR APPROVED EQUAL SQNR PANEL -2 Fr.(w) x 3 Fr.(q uL APPROVED s5-wan solaR PANEL WITH sINCLL oR ouaL MouNDNc BR4CKEf AS REOMREO. -RICH-EfFlCIENCY SEMICRYSTaWNE OF SINGLE CRYSTPI SILICON SOUR CEtIS. -VWIINATEO CEtIS BETWEEN SNEEiS OF ETHYLENE NNYL ACEFaIE (EVA) AND TEMPERED GLASS WIFH IEDUR &4CNSNEEf. -BRONZE-ANOOI2E0 EXTRUDED PLUMINUM FRAME WTM PROIECDVE ALUMINUM flACKPUTE -SE6-CIUNINC, IMPACT RESISIAM, HIGHLY 1RANSMISSNE, IEMPEREO GUSS SUPERSTATE. CONTROL AND BAl1ERY CABINET -1ss IN.~w~ x 2s IN.~q x 14a5IN.(o) vEriTEO ALUMINUM CABINET. -WTAIHERPRDOF SEALED EIECTRDNIC CDMPARIMEM WIIN POLICE LOCK AND KEY, -CROUP 27, SULED, MAINIEN0.NCE-FREE, DEEP CYCLE, CEL LEAD ACID TYPE 12-VOLT DC BAl1ERY M4NUfpCNREO Bf DEKA SPECIFlCPLLY FOR SOUR APPUCAlIONS. -RATED at saaN pt clop ar 25 c. -vatvE RECUU1EO. -HUN' DUtt 1B811ERMINatS. pC FlASNER -Et><C fS-2 PROGRAMMABLE SOUO STALE DC FlASHER DR pPPR010D EQUAL -MAXIMUM LOAD 40 WAIIS. -MAXIMUM OUIPU( CURREM 1DA -PROGR4MMABLE FlASH R41E fPDM 3S i0 70 PUSHES PER MINUTE. DME SWRCH -Et1EC NTC 11E SDIID STATE TIME SWITCH -NONVOUDVE MEMORY. -THREE wAicHOOC clRCURS. -HIGH-SPEED RESET CIRCUB. -OIITPIif REUYS RATED Ai ifi A 28 VOC. -DISPUY ASSISFEO PROGRAMMING. -25D PROGRAMMING STEPS, 36 IXCEPBDN PERIODS, AND ifi aL1ERNAINE PROGRAMS. soup srATE coNTRDLtER -MORNINGSTAR PROSTAR PS-15 SOLAR CONEROtIER. -iS AMP, 12/24 VOti. -SHORE CIRCUIT AND OVERLOAD PROIECIION. -1WS SOLID STATE. -CURRENT COMPENSATED LOW-VOLTAGE DISWNNECi UMP -B-IN. YEI10W LEO TAMP WITH MOUNTING NO. -MEE1S NE CHORMACItt AI/D INTENSITY SPECIFICATIONS -VOLIACE SPIKE PROIECIEO. SIGNAL HEAD -COLOR: IR0.PFlC SIGNAL GREEN. -ALMINUM SIGNAL HOUSING WRN SiNNIESS SFEEL NARDWPRE AND MDUMINC Kli~ -ONE-PIECE ALUMINUM NNNEL VISOR. -WEATHERPROOF/DUST 11GH10P-C4l ASSEMBLY. MISCELUNEOUS ITEMS -41N. DNMETER N IS R. LONG ALUMINUM POLE. -ALUMINUM SQUARE PEOESfPL BASE ASSEMBLY WON aNCNDR BOIi NR. -ONE-PIECE POLYCARBONAFE ODOR WRH STAINLESS STEEL HARDWARE. -ALL COMPONENTS WIININ CONROL PANEL SHALL BE PREWIREO WRH CIRCUUR CONNECTORS -CONCRETE fOUNDANON 8-20.3(41 FOUNOADONS SECTION 8-203(4) FOUNDaiIONS SHAM BE SUPPLEMENTED WOH THE FOU.DWING: THE FOUNOAlIONS SIIAII BE CUSS 3000 CONCREFE AND CYtINDRICPI OR CUBICAL IN SHAPE IN ACCORDANCE WIiN THE FOUNOAlION SCHEDULE ON INE PUNS. BEACON ASSEMBLY SPECIFICATIONS: THE BEACON ASYNBEY AND FONNOA-ON ARE t0 BE C0.\YiRUCII~ PEP THE Y006 WASHINCiON SiA¢ sEANOARO sPEUFlCAFlaes ANO rHE sWECIAE PROmslaus usEEO oN THIS sHEEt ELECTRICAL PERMIT: THE CgV7NACi0R SHALL O6iAIN AN EEECIRICAL PERMIT PRIOR 10 PEREA7MING ANY WORK ON INIS PROJECT REGNEAR fIECiRICAE INSPECPONS SHALL BE SCHiDOEE9 BY ME CCNIRACiOR. ALL COSTS i0 CBiAIN THE'[IjCERICAL PERMIT AND COAI2LY WiH THE REOOIRENiNiS, SNALL BE MCIOENiAL 10 INE PROJECT ANO No mHER couPENSAnaN wlu 9E ALLOVrto. BEACON ASSEMBLY DETAIL oE9uvEO RENSIAYS DALE BY ~~ N ~+~~ SJd.Crai , SO,Sohmih ORAXN ONE INCHAi FALL SCALE. M.R.Ba or IFNCT, SCALE ACCCRCINCIY CADD CHECK FlN NAN 012444n5oo2-oi 921 fP EININEERNG.PLWIII~A,FIMRPMkNFAISLSNCES ~~°,W a,~rAU~~uN;lh ~ ~E~NL Housa APPRO N L House ~Y44-4115-002 RA~i9 04 2D07 ~lun~ ~=~a~~sol~A~'~.~a.~ol~ :PIRa p) "~" DUE i0 CLOSE PRORIMIIY OF UNDERGROUND URLRIES Ai SOME fDUND4TI0N LCCa-ONS, THE COMRACIOR SHALL iAHE fX1RA PRECPUDONS WHEN EXCAVATING FOR FOUNDADONS. EKgCi HORI20NiPL AND VEfliICAt LOCATIONS OF UTILITIES SH411 BE VERIFlED PRIOR ID AUGURING 1HE FOUNDaDON HDIfS. B-2 11 N M4RCN 10, 1999 SECTION 8-20~3(I Q PARAGRAPH 2 SHALL. BE DELETED AND REPUCED WI1H INE FOLLOWING: THE INSUUBION RESISiPNCE SHAll N01 BE LESS THAN 50 MECOHMS BETWEEN THE CONDUCIDR AND GROUND ON ALL CIRWIIS DF ANY LENGTH. SECTION 9-26, SIGNING MATERIRLS ANO FABRICATION -9 281 GENEIML JUNE 1S, 1998 SECIIDN 9-26.1 IS SUPPLEMENTED BY RENSING THE FlRSi PARAGRAPH i0 REPO: ONI6S NOTED OTHERWISE IN 1HE PLM'S, PERMANENT SIGNS SHN1 BE CONSIflUCiED OF SHEET ALMINUM. 7EMPDR4RY OR CONSIRUCDON SIGNS MAY BE CONSTRUCTED OF EITHER MEDIUM- OR HIGH-0ENSRY ONRUY PLYWOOD. SIGN OVERUY PANELS SNALL BE 0.50-INCH PLUMINUM PANELS. AU. SIGNS, ERCEPi INiERNpIlY ItIUMINAIED SIGNS, SHAH BE RERECTORI2ED. 9-28~1i HRR WA JUNE IS, 1998 SECTION 9-28.11 IS SUPPIfMEN1ED BY ADDING THE fOLLOw7NC: RNEiS SHAH BE USED t0 ATTACH SIGNS i0 CALVANIEED SIEEt POSTS. THEY SIIAtI BE AS MANUFACNREO BY UNIS1RUi, PART ~11.78Dfi, 3/16-INCH DIETER, OR APPROVED EOUpL A J/8-INCH OIAMEOR SFNNLESS SFEEL FLAT WASHER Sllptt BE PUCEO BETWEEN THE SIGN ANO RIVET. PRO.EC1 NAME ORANNC NO. YELMCOMMUNITVSCHOOLS BEACON ASSEMBLY EooF12 INTERSECTION IMPROVEMENT PLAN SRS071CARTERST,IBRIGHTONST, DETAIL DT02 YELM, WASHINGTON MATCH EXISTING "R" 112+45.14, 0.3'RT - BEGIN DBL YELLOW CENTER LINE 5 713+00 "A" n BEGIN WIDE LINE TAPER V 3-/ "A" 112+00 INSTALL BIKE SYMBOL, 15.1'RT 9 OO INSTALL BIKE SIGN, 31.3'RT R3-17 "A" 111+98.0 16.TRT 3 EDGE LINE A.P. BIKE ERNE 111+91.39 28.ORT 3 R3-17 " " :GIN EDGE LINE 30 "24 CHANNELIIATIDN AND SIGNAGE NOTES 1 INSTALL PLASTIC TRAFFIC ARROW PER WSDOi STD. PLAN M-24.40-01. 2 INSTALL 18° PLASTIC STOP LINE. 3 INSTALL 4" PAINTED EDGE LINE PER WSDDT AND TO PLAN M-20.10-OD. 4 INSTALL 8" PLASTIC WIDE LINE SUPPLEMENTED WITH RPM'S TYPE 2 PER WSDDT STD. PLANS M-20.10-00 qND M-2a.4o-o0. S INSTgII 4" PAINTED DOUBLE YELLOW CENTER LINE SUPPLEMENTED WITH RPM'S ttPE 2 PER WSDDT STD. PLANS M-20.10-00 qND M-20.40-00. 6 INSTALL B" PLASTIC DOTTED WIDE LINE (PA.W. LINE) PER WSDDT STD PLAN M-20.10-00. 1 INSTALL PIASIIC CROSSWALK LINES PER WSDDT STD. PLAN M-15.10-00 STANDARD Pq-ERN. B INSTALL B° WHITE PLASTIC DIAGONALS PER WSDDT SID. PLAN M-2.40-OD. 9 INSTRLL BICYCLE LANE SYMBOL PER WSDDT SID. PLAN M-9.50-OD. 12 WI6-1P "A" i BEGIN IW , IU E ~a ~/ ~ yT@, N .._ , W 10 INSTALL BEAWN ASSEMBLY PER DEL41L ON SHEET DT02. ~~~ +"~ Z .~',1 0 11 INSTALL B" PLASTIC WIDE LINE PER WSDDT SID. PLANS M-20.10-00. 3 °A° 121+6209 120 LT w 0 m END EDGE LINE I° ~ Q 12 INSTALL BRF~KAWAY BASE PER WSDDT Sll1 PLAN G8-E. "A" 121+24.86 C.L. p B" 0+26.5 a C; ~ W 5 END DBl YELLOW CENTERLINE ~ m ~~`""'w~ W 17 q' 119+29 18.2' LT ~ ~ 0 W ~ INSTALL END SCHOOL ZONE SIGN "A° 121+24.86, 12.0'RT ' ~ I~ SS-2 ~ 4 END WIDE LINE ,,~~"' I ~ " G ". >1r n. rra ur ~ w ,,, ~ .R 120+14.8_._, _..'E~ ,',',° r ,,+E.. ~ 0 ~ 6, 1.15RT T "A" 122+29.4, W oo na+oo 720+00 1 7s1+oo 42.4 Li S +oo~~~g~ n --- ------------ --- - - - --+---o +- N~-E-~'- F YELM RAINIER HWI: (SR 501J ~ E y A 720+1024, 26.0 RT w ~ I 3 6 BEGIN EDGE LINE TAPER 1 "A" 720+85.5, 32.5'RT I ~ o W I BEGIN P.D_W_~INE_ ___________________ "A" 122+232,` ~ m Z i ~ '~~ ------------------ T 4S.B Ri J ~ 9 126.1 RT INSTA LYBBOL~SIGN, ~ __~~_„ __._,_,__ ~ 4" PLASTIC I F DOTTED EDGE LINE p "B"99+46 Q 31.5 RT "A" 119+29, 31.5' RT iD 12 INSTL WITH 2-55 WATT Il 6 3 A" 120+85.24 T 3 SOLRR PANELS END P.D.W. LINE, 24.0' RT E ~ 54-3 S^4C0_ ~ ~. °~ E R3 17 61NE LNNE ~ END P.D.W. LINE, 28.0' RT , "A" 122+62.5 /V' BEGIN DBL YELLOW CENTERLINE, 120' RT " BEGIN WIDE LINE, 0'LT "q" 722+81.83, 16.5'1 "A" 123+12 3, 4 3 RT 723+00 EDGE LINE R3-17 ~ cpEEp END EDGE LINE TAPER, 40.0' RT ~ I ~ ( WARNING ASSEMBLY v 30" X P4' II,dIT BEGIN WIDE LINE, 24.0' RT ~ 'I' , 4 R2-1 n//O 3 11 6 °A" 119+8524 BEGIN WIDE LINE, 28.0' RT " 16 ~ = ©CSO END WIDE LINE, 24.0' RT "A" 121+45.24 16~ Cc z BEGIN P.D.W. LINE, 24.0' RT 11 3 END WIDE LINE, 24.0 RT ull ~ "B° 99+31.40 i 54-4 N:EN ~ INSTALL STOP AND , Rf-1 7 rasnNC END WIDE LINE, 26.0' RT N Q I RELOCATE STREET ~ O END EDGE LINE, 40.0' RT IU FACE OF CURB LINE, 44,0' RT "CALL UNDERGROUND LOCRTE RT 1-800-424-6565 BEFORE YOU DIG" >>j6~No~ll~ pESmNEO 'P+, GJ AiNS10NS pAh BY SM.Croi , $D.Sehmitt ~~ `" ,P ppNµry ONE INCH AT FULLBCALE. I M.R.Ta 0' IFNOT, SCAIEACCORUINOLY CMp QIECNEp FlIE NAME ~. IN dC FININFEGIW.PIANNBID.FNNRtNdfNIAL6CIENEES O12444175CC2-CH ~~I~° aruraua,uv_nc - OHECKEp JCB No. losau6~~ wsmraxmmnsau K.L House t44-4116-062 anus~so3r nca,m APPRp K L Houss pL~9 04 26C] ~'1R° Od ~~~ BEGIN EDGE LINE MATCH EXISTING YELM RAINIER HWY, (SR. 501J 714+oa 71s+oo 3 0 "A" 111+40, 12.0'RT ~ "A" 716+05., 8.9'RT 4 BEGIN WIDE LINE W END DBL YELLOW CENTERLINE ICI 5 DBL YELLOW CENTERLINE 1 °A" 111+91 1.8'RT W ly .._. ..r ....... _ ,.. ,~. Tie"'"" „„,~,„_ ,, ,n >er G ,,, C 716+CO 717+60 716 ~ N 51'33'60" E ~ --- ~ ---_ F N U CJ INSTALL BIKE SYMBOL, 23.1'RT R3 17 INSTgIL BIKE SIGN, 31.8'RT BINE IPNE R3-11 1S 3C" x 24" 51-1 'A' 116+50, 31.4'RT INSTRIL SCHOOL CROSSWALK ,s AHED AHEAD slcNs W16-9P GENERAL NOTES 1 ALL GROUND MOUNTED SIGNS SHALL BE 11 INSTg11ED PER WSDOi SID. PLAN GI. S1_1 'A' 122+4D.3, 38.7Li INSTALL SCHOOL CROSSWALK 2 SEE SIGN SCHEDULE SHEET CH02. WARNING gSSEMBLY SIGN, 18.3' RT R1-1 36"x3fi" I SCN E IN FEET 0 20 40 N 0 2 s1-1 ~ 14 W6-1P N 5 SCALE IN FEET 0 20 40 PRO~&Ci NPNE pRANNC ND. YELM COMMUNITYSCNOOLS CHANNELIZATIONAND „aPs INTERSECTION IMPROVEMENT PLAN SRSO7ICARTERST.IBRIONTONSt SIGNING PLAN CH01 YELM, WASHINGTON A B c o SO SCH00'- B LLU ~~ "A" 126+31.9 C:MIT ''~ TURN RRROW, i6.S'LT R2-1 END WIDE LINE, 12.O~LT O ~0 "A" 124+39.88, 16.5'LT i 54-4 wuEN 0,,,, ip -~aseiNc _ ~ "A° 124+6225 °A" 125+30, 31.8' LT 10 12 , F' 1 4 TURN RRROW, 4.3'RT INSTL WITH 2-SS WRTT SOLAR PANELS W END WIDE LINE, 0.0'RT W I LL ~>, rs :~ ter-. .. ;,,. W ' N ' 0 Foo NI F~_ NI YELM RAINIER HWY. (S.R: 501) 725+p0 72fi+60 ----h-----f•----i--- °A° 12S+JO 31.8' Ri pp d INSTALL ENO SCHOOL 55.2 TONE SIGN "A" 725+12.25 (,V 1 J J BEGIN DBL CENTERLINE 1APER, 12.0' RT EDGE LINE R.P. 24:0' RT H SCALE IN EEEi 0 20 40 W 0~ Q i r ui Z I N Q ~I EDGE UNE TAPER, 12.0 LT. EXISTING YELM RAINIER HWY. (S.R. 501) 131+69 131+98 1....------F-'-'-I A° 731+045fi 10.8'RT 3 END EDGE LINE TAPER MATCH EXISTING -PROPOSED EDGE OF PAVEMENT SHOWN FOR ILLUSTRATION PURPOSES ONLY. °CRLL UNDERGROUND LOCRTE RT 1-80D-424-5555 BEFORE YOU DIG" BENNDNS DPTE BY DEDCVED' '~ 0 SM.Crai~, SO,Schmih ppppry UNE INCH AT FALL SCALE. 64.R.loulor IF NUT,ECALEA000REINCLY 0110":LLkI LWrc"IE. U&Y,144WN61GY!#Id xrn'.ra,a-rloxxm NOTE; 1~ SIGN SUPPORT SHALL BE TYPE ST• 4 PER WSDOT STD PLAN GS•F, USE 2,5"SQUARE POST, 1~ ALL SCHOOL WARNING SIGNS SHALL BE BACKGROUND WITH A BLACK LEGEND AND BORDER. 18 ~ i 'A' 121+SO 21.5 'LT INSipLL SCHOOL CROSSWALK Si-1 Q AHEAD SIGNS 19 AHEAD J "A° 126+81.48 23.0 LT 3 E N'16-9P W ~ BEGIN EDG m °A° 127+71.91 12.0 LT 3 ~~-_~„" " ,W.ww END EDGE LINE TAPER W N w '~m•~. L ' c 0 721+60 728+DO 129+00 7 0 W I2 BEGIN DBL YELLOW CHANNELIiATION AND SIGNAGE NOTES 1 INSTALL PLASTIC TRRFFIC ARROW PER WSDOT STD: PLAN M-24.40-01. 2 INSTALL 18° PLASiIC STOP LINE. 3 INSTALL 4" PRINTED EDGE LINE PER WSDBT AND TO PLAN M-20,10-OD. 4 INSTALL 8° PLASTIC WIDE LINE SUPPLEMENTED WITH RPM~S TYPE 2 PER WSDBT S1D. PLANS M-20.10-00 AND M-20.40-OD. S INSTALL 4° PAINTED DOUBLE YEI10W CENTER UNE SUPPLEMENTED WI1H RPM~S TYPE 2 PER WSD01 SiO. PLANS M-20.10-DO AND M-20:40-OD. 6 INSTALL 8° PLASTIC DOtiED WIDE LINE (PD,W. UNE) PER WSDBT STD PLAN M-20.10-00. 1 INSipLL PLASTIC CROSSWALK LINES PER WSDBT SID. PLAN M-15.ID-DO STANDARD PATTERN 8 INSTALL B" WHITE PLASTIC DIAGONN.S PER WSDBT SID. PLAN M-2.40-00. 9 INSTRLI BICYCLE LANE SYMBOL PER WSDBT SID. PLAN M-9:S0-00. 10 INSTALL BEACON ASSEMBLY PER DETAIL ON SHEET DT02 11 INSTALL B° PLASTIC WIDE LINE PER WSDBT SID. PLANS M-20.ID-D0. 12 INSipLL BRFAIGIWAY BASE PER WSDOT STO PLAN CB-E. SIGN SCHEDULE 2 J I (- PROPOSED EDGE OF Q PAVEMENT SHOWN FOR ILLUSTRATION PURPOSES ONLY. GENERAL NOTES 1 ALL GROUND MOUMED SIGNS SNAL1 BE INSTALLED PER WSDBT STD. PLAN Gi AND GB-F. 2 SEE SIGN SCHEDULE 1HIS SHEET. SIGN N0. SICK CCCE NUMBER SICN MESSAC< ~ LOCppON SIGN X SIZE Y L61ER SIZE OR COpE SHEETING REMARKS 1 R3-17 BIKE LRNE ( "p" 712+OC Ri 30" 24" 4D TYPE 2 OR 3 INSTALL MEIN SIGN AND POST 2 R3-17 BIKE LRNE "A° 110+OC Ri 3C" 24" 4D TYPE 2 OR 3 INSTALL NEW SIGN AND POST 3 R3-11 BIKE LANE "A" 719+p9 Ri 3p" 24" 4D TYPE 2 CR 3 INSTALL NEW SIGN pNp POST 4 R1-1 STOP "B" 99+31.4, Ri 36" 36" 4D TYPE 2 CR 3 INSTPi NEW SIGN AND POST S 54-3 SCHODL "A' 719+29 Ri 24" 10" 4D TYPE 2 CR 3I iNSip11 NEW SIGN 6 R2-1 SPEED LIMIT A" 719+29 RT 24" 3D° 4p ~ 1YPE 2 CR J. INSiALI NEW SIGN ANC POST 1 54-4 WHEN A pSHa4G p" 719+29 RT 24" 10° 4D TYPE 2 OR 3 INSTALL NEW SICN 0 54-3 SCHOOL "p" 12S+3C, LT 24° ~ 10" , 4C TYPE 2 OR 3 INSTALL NEW SICN 9 R2-1 SPEEC LI641T "p" 72S+3D, LT 24" 30° I 4p TYPE 2 OR 3 INSTALL NEW SIGN ANC PCSi 10 54-4 I4HEN BASHING "p" 725+39, li ; 24" 10" qD TYPE 2 OR 3 INSTALL NEW SIGN 11 Si-I PEDESTRIAN X-INC "p" 7pp+W,3 L7 36" 36" 4D TYPE 2 OR 3 INSipLL NEVI SfGN ANC POST 12 WI6-7P ARROW I "A" 122+40,3, LT 24" 12" 4D TYPE 2 OR 3 INSALL NEVI SWN ~ 13 SI-i PE9ESTRIAN K-INC °A' 122+40.3 Ri 36" 36" 4D TYPE 2 DR 3 INSTALL NEW SIGN pN0 POST i4 NI16-1P ARROW "A" 122+40.3 Ri 24" 12" 4p TYPE 2 CR 3 INSiAl1 NEW SIGN IS 51-1 PECESIRIAN %-LNG "A" 716+56, li 36" 36" 4D TYPE 2 CR 3 INSiAil MRN SIGN pN9 PJST 16 1416-9P pH;A9 "A" 116+5C li 24" 12" 4D TYPE 2 CR 31 1NSipLL NEW SIGN 17 SS-2 END SCHOOL 20NE "A" 719+29, Li 2a" 30" 4D 1iYPE 2 OR 3 ` INSipLL NEW SICN AND POST iB 51-1 PEGESIRIAN %-LNG "p" 727+SC, LT 3fi" 36" 4D TYPE 2 OR 3 11@STALL NEW SICN ANG PCSi 19 Wi6-9? pNEAC "p" 127+Sp, Li 24" 12° 4C TYPE 2 OR 3 WSipLL NEW SIGN ' 20 SS-2 ENO SvHCCi 20NE "p" 725+39, RT 24" i 30° 49 ttPE 2 OR 3 INSTALL NEW SIGN ANC POST