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04-0180 2nd Submittal to DOT 032107SEC. 25, Te ~ 7r~., R. ~1 E. W, Nl. ;'ELM COMMUF!ITY SCHOOLS SR 507/CARTER STJBRIGI ETON ' T. INTERSECTION MP 27.59, ..712+15 TC ', 730+38 r ~. `a (~~` - ~~~ - ~ ~- ,, __ ,, ~I I ~I~~ ~~~ ~, ~~ _~ i= ~~ i= I I ' ~ ~ t f ~, b LLLI' ~ ~., ~~~ ~~ fHS7,~CT ~ ~ ~~ ~~ M~ 277 ~' ~ o I ~~ ~ ~1 I !¢ ~ TOOTH ~~~~ dl og~ ~ ~ , I CORNERS ~~lorl~ ~ ~~ L,- `-~°~~ P~~JECT `` ~ w ~ ~ocAT~a~ ,; Vf~IN(TY MAP ~`° - MP 2.59 wu IvU SCALE ~pnreq~, CALL BEFQRE YQU DIG ~~ _ ~n -T z ______ rx€ caNrRacroR sruu BE Fut~r kssPaNSrRt€ ~, ~ f0R FHE LOCNiION AN6 PROTE'CFfON pF ALL Er'r5'fING ~ UfILlFIES. THE GONiIiP.CFOR SMAI.l, VERIFY ACL UrItITT LQGATIPNS fR~OR kl CO@SiRUCROtJ RY C.ALI ili@~ ~~¢fteas'+' . UNDERGROUND t(7CATE LINE Ar (t;GO) 424-5555 A MtNk6fULP Of 48 HOURS PRfOR iG AYJY ERCAVATION. ,~ ~. ~~ PL,~N SNEET INDEX SHEEt NUMBER ._ PLAN REFERENCE NUMBER DESCRIPTION 1 cool cavEP SHEET 2 LGQi LEGEND AND TYPICAL SECTIONS 3 UTOt TESCrIDEMOLITON AND UTILITY REM61TALfRELQCATIOH PLANS 4 01-02 TESCjDEMOLITCyN AND UTILITY REMOVAL~RELOCATION PIANS 5 PPQt ROADWAY, DRAINAGE & ILLUMINATION PLON AND PROFiI_E 6 PP02 ROADWAY, DRAINAGE & ILLUMINATION PLAN AND PIR7FILE 7 PP03 ROADWAY, DRAINAGE & ILLUMINATION PLAN AND Pfi6FILE B PP04 _ _ftaADWAY, DRAINAGE ~ ILLUMINATIQN PLAN AND PROFILE S _ DTOi ROADWAY DETAILS 1p DT02 TESL DETAILS 11 DTD3 6EACON ASSEMpLY DETAIL 12 CH01 CHANNELfZATIOPT AND SIGNING PIAN ~~__ 1 x CH02 CHANNEUZATION AND SIGNING PLAN J' aEw$rows DATE 8Y ~inuse ~ f __ R i ONE fNGN AT FULL SCALE, p- PRa,ECP NRlk€ _ M. R.Ta or c iF woT, scnLEACCOauiwcLV ~ 'O ~ I YELM GOMMUNlTY SCNCtOLS DRRVANC N6. f Nn oL2a4a1~saa2-cv ~ E"°'NeePo"~ ~~°""~"~ E""aorvmrr+.usG¢noES INTERSEGTlQN IMPROVEMENT KLAN 1 GF 13 Isar F44 ,ge ~ SR 5E77/CARTER ST COVER SHEET AFFROVEfI 2 -4175-002 ~h ~ ~ rr .BR(OHTON ST. ~~~.~ DR~i9 at 2008 e~i R ! i ~ YELM WASHINGTOfd , F E F. i 52,7`-59.2 VARIES ~ 19.5'-2d.0' i3.5' __ __ ____ _ __. _- _ _ _,_ ___, ~_ EXISTING EDGE - - -- -- -_ QF PAVEMENT CXISTI~r~, R,ADA„7 ~ `-' SECTION TYPICAL SECTION A ~~} NQ SCALE 1 `'-~ S.R. 507 -STA 711191,39 TQ STA 712+i4.A1 45.7`-60.8' VARIES ~ 14.0'-14.5' ___ __d ______ EXISTING EDGE-~~-~----------_--- - ----_-___, OF PAVEMENT EXISTING ROADWp~Y secT!ON TYPICAL SECTION S NC SCALE S.R. G07 -STA 712+19.61 TQ STA 723+03.84 EXISTING EDGE QF PAVEMENT 1`I 13.5'-28,5' 6" ~P~ '- TM:I =;T \. 4 31.a'-59.2' VARIES ~ 14.Q' 1.4'-15.0' 2% 2% __ --_ _ J --- ---° - m EXISTING ROAG'tJAY sECTIGN TYPICAL SECTION C a Na SCALE 1 S.R. 507 -STA 723109.&4 TO STA 73D+88.II1 # CONSTRUCTION NOTES: 1 o.SG' HlaA cuss ~^ (PC ae-2a). 2 CRUSHED SURFACING BASE COURSE, G.83' tVIPJ. GOMPAGTEQ QEPTR. 3 CEMENT CGNCRCEE CURB AND GUTTER. 4 ExTRUQEQ CURB PER WSDQT STb~ PLAN F-2b. I~ "SLOPE OF 4;i 6R AS ~^ IN (f1M} FIGURE -~ ~';P d'~~~4 REwS1bNS 6AtE 9< area ir+Cxr ar ~uL..L scaLE. /~ IF WOT, SCALE aGC4RftIWCrLY ~ Na 6L2444f 15002-LG ~B No. ' z44-ans-ppa , PkT~9 p1 2066 exv~ass ss ,«~n LEGEND EXISTING PROPOSED ^ TRAFFIC QGNTR6L LC10P ~ -i~-gr~ STREET LIGHT BY OTHERS -- ~`~ TRAFFIC SIGNAL POLE ~+ PEDESTRIAN SIGNAL POLE ® TRAFFIC SIGNAL HANGHOLE UTILITY POLE WfUG QROP AldD TRANSFOPl,EEP, UTIUI`( POLE WfUG QROP (~ UTILITY POLE '`~Gd GUY ANGHC}R 6 POWER HANDHOLE ,~ ~ o~ VAULT TR^ COMMUNICATION RISER SSCpt7 SANITARY SEWER CLEANaOUT ® SANITARY SEWER METER BOX ~Q SANlTARY SEWER MANh'OLE ~ ~ STORM QftAIN STRUCTURE ® CATCH BASIN °~FFI ffRE HYDRANT $ WATER VALVE ti~ t+CR ~ HANOICP~P RAMP IARRV SPALl. oLrrFAI_L d IMPAGT ATTENUATOR - ~ 2" DIA CONDUIT ANG JUNCTION BOX SUffVEYCD M9NlJMENT EXISTING PROPOSED __ - - STORM GP,AIN LfNE __ - ?r-Q-o- ~-a- GUARd RAIL _ - --x-x CHAINUPlK FEfdCE DITCH CENTERLfNE _ ___ ___ _ FpG LINE OP SOLID LANE UNE (AS NOTEQ) _- _ -~ SKIP LANE LINE DOUBLE YELLOW LINE EXTRUDEQ CURB (,45 NOTED} -- cuRe ANO cuTTER . SIDEWALK ' EOGE OF ASPHALT Phb~°!F'!` LEGEND; AsPi~ALT RavEMENT CONCRETE SIDEWALK CURD ANf7 GUTTER REOVALLEGENDe ..~ ~~. EX CURE Td BE ftEMGVE6 ~~-T-~- SAWCUT EXI~",TItdC p,SPNALT - ---- - EXISTING STRIPING REM6VAL REMC}VAL LIMITS ~~ < REr~sovE asPHALT i)I'CRETE PAVEMENT f REMOVE CEMENT CONCRETE RAVEMfIJT q hIYOJECP NAME PkfcN7NG M6< YElM CC ~JNi7YSCN44t~3 26F is ;~ ~ a~weerawc.atanxix6.EwnxaxmEUra.smex~s INTERREC 141 I.~II,~VEMENrPLAN LEGEND AND 0Y SR sor~caRrE , sr.iaRl~wr4N sr. TYPICAL SECTIONS LGO~ P- << ~ ~u~a~ YELM,WASHINGTON 1 F BECl1d ASPHALT R ^-OP ~ ; i~ Of- f r «~.~~o~~_ ,~~, . ~ _ _ _ ~~,,, PROPOSED CURB GUTTER -- ~'°^~ n~-A' 7F'- ,~~~6r- -Or-- -,F o=r- ~ ~~ -~ '~ L _ r ~ ~ -r'ILLUSTRATIOI~J FI RPOSES 6td~LY~ ~~~`-~~~~ L~I a - - - REMOVALNOTE: SAWCUT AND REMGVE EXISTIhlG ASPHALT OR GONCR~E PAVEMEhiT. 2 REA§OVE EY,ISTING STEIPING. v ADLUST EXISTIF7C CATCH DASIN TO GP~ADE 4 RELOCATION~ADJUSTMENT OF EXISTING TELEPHONE EQUIPMENT BY OTHERS. 5 RELOCATION/hDJUSTMENT OF EXISTING POWER EQUfPMEP7F BY OTHERS. b REMOVE Ek.ISTIhJG CEf~XEtdT COY~tCRETE SIDEWALK PER LIMITS SHGWN. 7 REMOVE EXISTING CEME(4T CGh1CRETE CURB PER LIMITS SHOWN. REMf~VAI ~Ef~EPl~: SAWCUT EkiSTIhJG ASPHALT - - --- - EXISTING STRIPING REPJOVAL -----o-----c-- CUT AND FtLL LINE, LIMITS -`----E``-`_E_ OF CLEARING APdO GRU861Nc REMGVAL LIMITS RE'i9OVE ASPHALT NCRETE PAVEMENT P,EMQVE CEMENT CONCRETE PAVEMENT ~1EhJD SIGEVsALK REMOVAL \, ~A w QY a p II i ~ 1 _~J m ~ ~ ~ c. b E "CALL UNL~ERGROUNO LGCATE AT 1-800-~24-5555 QEhORE YQU DIG" REwsaws ERC~~ION Gp~lTROL PlOTESo 1 CpITSTfeUCT SILT FERlCE PER WSfJOT STAN6A(t0 PLAN I-4 SEE 511EEr DTp2. 2 (NSTRLL STORM GRAIN INLEF PROTEOTION A7 I.OCATIOhJS SNQWN PER W5DOT STAhlDARD PLAMS I-7 SEE SHEET DT02. `D` iGfJ+47.9 27.6' RT ©EGIN SIDEVdALK REMOVAL 8 Cd ~~ PF~~65E6 CURB, GUTT~2 -/ "A" 72t+5178 09i~ R~ a ~ ~~ Ahl6 S16EWALK SHQV ' E4R 8 8EG(N SIDEYdALH RE "QVAL ~~' ILLUSTRATION PURPOSES ONLY. "B' 39-F30.t9, 18 Q LT ~`, ` ~ '° ~~~~ / T ENLI GURB REMOVAL ~[ =~ B °B° 99+25.22 26.94'Li ~ - O7 ~ ~t ~I D SIDEWALK REMOVAL I k JJ/ ~ "6" 93+10.44 15.8' ~L~ ' ~ i 2 ~ P BEGIhJ CURB REMOVAL ~ f,X,"B" 99+10.44 15.0' LT ~ ~N6 ASPHALT REMQVAL ~ "'~ "B"' 99+28,37 15.0' RT `~ f 1 BEGIN ASPHALT REMQVAL aNEiNCNaTPULLSCas.E. iF= NOT, SCALE ACCORDINGLY I PROJECT NkNE refsMCO~r~uNlTrscf~ooLS ~~~~ TfE ~LITONAN UTILITY aP,AN7NC Na. aaE9s E N6L2444175Q62-UT ~ . ~ ' eucixsemrro.rLaxeuaa.euwxnumsuruaCSUces INTERSECTfQNfMPRQVEMENTPLAN REt~~19ALERELC3CATI~N PLRNS JoR No. ~ . '; ;;a 3R 5Q7tCARTER ST.fBRIGHTON ST. UT01 244-4175-002 `wvs `- aa;u a^i ~9 09 2006 __ a~,Re~ 5, ,® I ~-__-. w° ° ~ veLM, wASITYNrraN a ~ 0 ~ w <;~~- ~ ua ~~ eu~txvcrare rJtrRtNEhro ,~ ~ ~ E ,~# REMOVAL NOTES; ~[ Q ~~ C( j~k 734a~8B.78 11 2' LT LL3 SEND STRIPING REMOVAL'' 6vetrHCror1 r~aRrrf~K,v ~ d ® ® ®_ ~® 1 ® ,~_ _~ _- ~ ~ ~ ,„.. ,...._ r, ...". _ ~ ~ ~ I __ - gar+oa ~ ~~ t~-~, r~~r~ ~a~~vlEr~ Hw~r. (~.er.sc~) ~ ~ ~ ~ . ; _._". r „ ._ " LJ- R ~s~+oass cos r 2 ~ 4 • END STRIPING REMO L _ ~ \ \ 4 ~ ~ ~ ~ i u-.. ~, ~°ra.. , U __-..'~' ~- OP OP OF' 0? ~-- ~ PRaPasED EDGE of PAVEMENT SHOWN FC,` C ~ °i I I ILLUSTftATIGN PURPOSES UIILY. _~ ®® ~® o® ®® ~® ®®®, "CALL UP~lL7CP,GRaUND LaCATE AT 1-800-4~4-5555 C~EFORE YQU DIG" aEH~or+s t SAWCUT AN6 REMOVE EYISTING ASPHALT OR CGh1CRETE PAVEMENT. 2 REMOVE EXISTING STRIPING- 3 ADJUST EXISTING CATCH BASIP! TO GF~AOE. 4 RELOCATICN~ADJUSTMENT OF EXISTING TELEPHONE EGl11PMENT B`t GTHERS. 5 RELGOATION~ADJUST1dEhdT OF EXISTPdG FEWER EGiUIPMENT B'f OTHERS. 6 REMOVE EXISTING CEIJENT CONCRETE SIDEWALK PEF LI691TS SHOWtJ. 7 REMOVE EXISTING CEMENT CONCRETE CURB PER LIMITS SHQN!N. B SEE PLAN ~ PRQFILE SHEETS PPOt-PPQ4 FOR RELOCATION. REMOVAL LEGEND; SAWGUT EX15TiNG RSPNALT -- -- - G'SISTING STRIPING REMO`JNL °----c-----a- CUT AN6 FILL LdNE, LIMITS ~____E_""°E-"' OF CLERKING RNO GRUBBING REMOVAL UMITS ~ ~ IE,'OVE ASPHALT I - _ ONCRETE 1'RVEMENT EM ~ cEMENr "~h "BETE PAVEMMENT ~ ,~. .} ~~I ~ _ ~,~ PATE (! .H~ ONE IMCN A7 FULL SCALE. IF NOT, SCALE AGCOSpINGLY EXISITNG SYM60L LEGEND ~ FOUNG MONUMENT AS NOTED G CRLCUTATED PQSITIOtd OF MONUMENT 1~; = CP,LGULATE6 {~~ =DEED > STQRPA CULVERT ~~, POWER POLE P'!ITARY SEWER CLEANOUT WATER VALVE POWER STUBOUT C STORM DRAINArE CATCH BASIN ti~ FIkE HYDRRNT aiev IRRIfpTION CQNTRpL ;'pLVE C CAB! E TELEVI5I6Pd VAULT aT TELEPHONE RISER o-= POWER RISER Eessc~SRNITABY SCWEK STUBOUT ~a9 POVlER OUTLET (~ MA;LOOx ST^F SIGN L( ~T POLE ow WATER METER EROSION CONTROL NOTES; 7 CONSTRUCT SILT FENCE PER WSDOT STANDRftD PLAN I-4 SEE SHEET D702. 2 INSTALL STORM GRAIN INLET PROTECTICjN AT LOCAl10N3 SF'rOW'N PER WS60T STAPlDARO PLFTlS I-7 9EE SHEET DTG2. EROSION CONTROL LEGEND: -°~®Lg-~-® SILi FENCE ~, IhlLEr Peo?ECrIUN M2NECT MANE INEAWING M1G. YELMCOMMUNITYSCHOOLS TESfDEf~®LITON AND UTILITY aGF,s :~~,N~~mb~ a~ANNI„~.N„~I~NN~~r,~~l~,~~ INTERSECTION IMPROVEMENT PLAN RE~IOiOAL/RLCATIt}N PLANS E- sR sarrcARTER sT.rsRIC~TON sT. UT02 "" YELM, WAShfINGTON A ~{T "I ~~ ` ~ I~ CIA, P. lII+yJ. Lb L1.J___~___`~KI(,~`~ --~t~ aNCLE PaINT IB~i Jf VI STA. "h° 7t2+01.4 1h.5'RT ~ r 712+00Jj~ ANGNE 510315'56" E ~ If3+06 A UNE,_ 794100 775+00 716+00 7Y7~~ ~~e~r ~~wi~,~ ~Gr~Y ~~ r~ so~1 __~ __ __.a _... _ _ ~ ~~_~ __ _ _ _ . ____ ~ ' _. ~ _ , °. `+ - ~"F' °'F°""F ___. -p____ I ~__F`__ F 6°_-°®-® F ~ _f_°_==~r____~t __ __F ____p___ _p _~__ p _ ~_K_,,,„u -_,:_ - '.. - ~ _ ~~I ~_. -_._ \l F____.g_~ -F- p P _F_____p___e_f __ _p _____F_. F " F r / 111 r°C F __--p..__, _~ ~..~ \i 712*14.69 28.G'RT w, ~' ~~~,. " K"" 7," ~ v °~ - -UP- t " i ~ PFALI~+'E(iGE' UF- OP --OP -GP -~ ~'` J ;~ OP GP OP OP uFa. -- '~:. ~ ~ ~ ~ °A" g~ 3+~s.4~ 4a o Fzr ~ EE ~ - - --- - - - - - -- - -L ~L~~pl~ a=r eTi~E~s __ _ - - ~ - - - ~~~. `~_ ~ ~~ ~ t ~ p" z A"~71„+8 ~ ~+os as 4o.a RT - _~ .- ~ ~ ~~ LUMI AIRE BY pTl EP5 ~ LUMiIiX 7 6, ST_54' T -- - - - ~ ~ _ _. IH) _ i _~~ m®~®~m ®a®®®®mm - \ ~ `~ ` ra, •'A. 7 r+4~.3s. za.o'Rr # COh1STRIlGTIt~N Nt~TES; PRQPQ`z IaD PAVING LEGEN€}. BEGIN ASPHALT WE6GE CURE i 8 BEGIN PAlTNG i CONSTRUCT NEW PAVEMENT PER RQADWAY SECTIONS ON SHEET LGGi. , „~ ASPHALT PAUEIviEltlT 2 COhJSTRUGT CEMENT CONCRETE TRAFFIC CURB ANG GUTTER PER WSDOT STD. PLAPd E- 5. ``` ~ CONCRETE SIDEWALK 3 INSTRLL SIDEWALK RRMP TYPE 18 RS PER WSDCIT STD. PIAN F-3a. - ._.._ CURD AND GUTTER SEE SHEET LGOt 36C `; 35C 34C 712+00 4 CONSTRUCT CEMEhIT GJNCREfE SIDEWALK PER WSL14T bTD~ PLAN F-3. 5 MATCH EXISTING SIDENJALK. 6 CONSTRUCT ASPHALT WEDGE CUR6 PER DETAIL ON GMEET DTOi, SEE SHEET LGOi -SECTION B ~~ F CPC c".! RIGHT TOP OF CURB ,_ - --==-1--~-~ I } as ¢1' 1 ~ ' ~~ 1 ~^t ~~ _... 712+3G _..-. .... EXISTING OF"RUNE ELE '.~ QN (TY _._ =~'R uT F6P i `I~aF cLE1a. :I'. (TYf ~,. 4 '., I 1" I I i ~ ,. ,. I ~'.. "t',~ 713+60 -.... If3f50 ..._.. 718+00 _.-. ......7f B+SP spa ry 7P7f~Oq . r. ry ~ ftEN90MS pa7E @Y tiF.51SNE N GUEE PRbJECt NNAE b AWN ~'--~ $M CRAIG bNE INCH A7 FUL69CA6E IF N4T, SCALE ACCORpENGLY ~ ~P YELM GQMMUNITY SCrFIQC)LS V/$I~YYb~I L/~~BIVe~G E6~~rtI~~III~Q g SQF i.$ ® as C7R~ _~ I a 6L2444t 15002-PP ~' m sra~uveruuc,FUwxinc.exwnoxnearxaci€ucas INTERSECTION IMPROVEMENT PLAN PLAN PROFILE cHecxco '.~"°. ,~e No. u - f SR 5071CARTER ST.lBRIGHTON ST. PP01 ® 244-4f 7S-QG2 '~, y: , - w ~a u - rtaRRavFO ~ oare - e s a YELM WASHINGTON ~~~. 7~ 1'I"~~ TO a7~~k. 7~~~~ 0s Oi 2006 cxr~ xc i ;o , _ _,360 EXISTING', CCN"ERIINE EIEVAT16P1 j , ~~ dl P s ~! I~ INTERSECTIOFI -- ----~ ~ ~ ~ ~~ ("A"-UNE) SR 507 STA. 721+9624= ~ Q ~' ("B"~-LINE) CARTER RD. SE 10Gi-OQU ! ~ \ ') ( W ~ _. `~~ , Z i C~ _ uaC '" ~ ~< ~IGiw Z suRLfNCraN roorzrr~EaN ~~ ~ ~t W ~ `I~ ItI !.V'A` 721+fiq.73, 350'~RT C? O+bO # 718x00 N 51`33'50" E A tlNc 77A+00 N 5 t`33'SC1" E 720+OD ~ ~ ~ ~ YELM RAINIER ftfnlY. ` 1 (`S.R. 507) ~ ~ ~ - ~ .m. _ _____~__.~-- v? r ~ -. ff -;- ~ -- `F..,, d„F. f `\ ~C ._~ nP CF~- ~' ~° 6P OP- __em C C~ ~ _ ,P '. ,~- ~ C ..,,C_ / _ KGs -•; "- c ~F----- ~ I 'A° 71~+75 12 36 Q'RF G B T ~ -~- - - -- c ~ . ~ i ~ :1ThE@S LUMiNP,IRE 8Y 0 N GRS _ _ _ _ _ "A" 719+85.24, 29 0 FT ~ A' 7.26+85,24, 44.1 2 ~ BEGN TAPER END TAPER coNST~uerlaN Naas: t CONSTRUCT ~tEW PAVEMENT PEP R©ADPJAY &EGTIONS ON 5HEET LGO1. 2 C6h!STRUCT CEMEIlT CONCRETE TFAEFIC GARB AND GLITTER PER NtSOOT STJ. PIAI~ P-i. 3 INSTALL SIDEWALK RAMP TYPE iB AS PER WSCIQT STD. PLOP! F-3a. 4~ CONSTRUCT CEMEh(T CGNGfiCTE SIDEI"VALK PER 'NSOOT STD. I'LPTv F-T. 5 MATCH EXISTIPIG SICEI4ALK, 8 CQNST@UCT ASPHALT WEDGE CURB PER DETAIL ON SHEET 6TD1. 7 RELOCATE EXIST(fJG CATCH BASIN T6 NEW FLOWUItE LClCATION. ADJU57 T6 FIWAL GRADE. 8 ADJUST EXISTING rP.TCH €iASIN TQ FINISHED GRADE AND INSTALL SQL1D GOFER PER 36D- WSDOT STD. PLAN 8-25.00-00. 9 CONSTRUCT CONCRETE 4NLET PER WSDOT STD. PLAN 8-25.60-b0. lNSTAtL B'LP OF t2" STORM PIPE PE° CITY OF YELhS 5TD. 6-15 X0.5% SLOPE C(1NNECT T© EXISTING CATCH BASI , 35P 340 wj'I,~ ~~ Tf8+00 ~$ PRaPaSED PAVING ~EGENa~ ASPHALT PAVEMENT Sf^'F III FEET 0 2U 4n ~`°~~~~ CONCRETE SIDEWAEK ~~ CUR6 AND GUTTER EXISTING CEIITERLINE EIEVF RIGHT TOR OF CURB ELEVA CUP.B RETURN ELEVATION rbP/rACE of I CURB ECEVA7t6hlS NfJ. BECEN SFA. QFFSEi BEGIN 1/2 END ENG STA. ~QEFSEi R,40NS LEtdGTH fIEL iH S "A" 721+35.23 44,0' R7. 397.92 391.82 348. F5 SiA. "Q" 98#0.44 1a.8d' LE 45.Q` 70,73' - 90°63`22° _ `~E...SHEET-L6Q~i...._..5fG71QF4- ~EXiST 36Q 350 3aa M~ ~M ~ i _. 718+50 ,.ia9+OfJ ... __. 139+BQ _.._..... 720+00 720+5b 721+00 721+5Q 722+Q6 C 1\ Ieexs~~s Inat~ lev I~°y"~P~m„ram ar+e Eucr~ Ar Ru~L scare. IF NOT, SCALE ACCRR61NGtV r enr ~ r. C ~~T: I 1 f 1 (pfl EN6NVEEIUNG. "A° 72i+6Q.73 14.5' PT ~ I R 72i+~ P.NGLE POINT r v o' h - ~---i- - - a- _ ~®* ~ U1 G ;IW ceZ Im ~ ~Z U h . ~ a 4 .42' TI i~L 'B" 99+35.27. 23 70'LI ~_ _ ,~ . ~.~ END sIOEWALN - - y, I "B" 99+23~2T~ 18.4f1`LT a__,_ _.-.~° ~ ~~ CATCIi BA511`I ,,' RkM: 548.6 "~~ r - _ °" ~I i"'~ I GT ~, f -;0_ 0' 99+38.39, 44.2'LT ,'~ 3~ 5 ANGLE POINT ~''w I ~ 4~+T_(732 zl I ,~B„ 99Tzz67, 2g.c1'LT/'~ ANGLE POINT ~1 ~ ~ ~~ "B°` 99+iQ.4 15.64`LT ~f ~~ ~ 1" END CURB AND GUTTER ~~ ~ ~; ~: ; ,~} "B" 99+iQ.4, 14.84`LT,~/ V} \, EN6 PAVING ~ ~-R=3OQ` L=204.52' ti=39'43`40" TABLE ~ PROJECT NAkE vEL~ co~~uealTr SCwa~~s AVt-AY, DRAINAGE IGLU INRTIN oa6oF 13 lNrEftSECrlar~l~r~~ovEMENrr~f_aw PLAN PROFILE 5R S07tC,~RTER ST.lBRl6HTON Sr. P P02 YELM. wASHiNOTON STA. 717°4(1 TO STa 722+00 N a~ i ""~„ ,r 17.2_RT 1 ~ ~NC,LE F~a~w1 `~ '~t" Tao+so.Se~D.~s'RT BEGIN CURB & GUTTER MATCH EXiST(AdG B" 100+E3.96, 31.1`RT.J~ ~'` 6EGIN SIDEWALI( ~~,,:~ef/ ~~ .~^ MP,TCH EXISTING ~= . gy ~ ~ " '~ 1 ' ~ "B" 9rJ0+45.5 45.8TRT ~"~ '~ Q ~ ~ END S10EWAL4C ~` O,I~ ~' ~ B` 100+3&.34 40.25'RT I~ END CURB & GUTTER ,~. \I, ~ 5f ~ IN FEET' d ~i~~ ~ ~~~~ 8 1010+32.85 381TRT~ ~ I~ W `LJ i r i ~' ,i~`_ PN"^'GLE PC11N7 ~ W /` -- 0 20 40 ~ '"8 '00+44:03, 2534`RT... Bua~wcrorr NoRrwEaN ,~ ~ a ..IGLE PdINT ~, _ .~ ,..... ..., .., . .~ .. ._ .. ®®.. _. _ . .. ® ®® ®~ ~ ,.., .. s ~ ~,m, ~ ® ~ ® ®.. U7 _ li! U! "A° 722+11.23 37,43'RT ~ ~ 0 ANGLE PGIN "P," 722+34.66 14.C'RT j~ I~ ~ f6o ~ ApdGI.E PdINT ~/ ~ Yd 5t'33'50" E 723+OR p LINE 724+00 725+00 72&106 7211 N 51'33'50° E ¢ ~ ~ o . YELM ','~lNIRR HVV? : (S. R. 507) c, ~ ~ ~I ~ ti ~ ~.a,m. _ __ _ ..o_ ~i I l _ ,~ Iv ~~. B 99+86.44, 42.TRT ~ 'A, 723a~0984 2&.0'RT 2 END SIDEWALK ~~ `'~ J 1 _~v~"~~r ~ t pENP CURB AIJD GUTTER ~ ~-~-U r -c--~, nr- -uP ow---T-ov or --aP of Ua--ov U » ~ dGLE-POINT- - - r. ~ H' 3 ° STA "P° 725+12.25, 29.D6' RT ~ ~ ~^`e F. I P-iC' - _ __ ~~ BEGIIJ EUP TAPER ~ IR-ogre ~-==~ :17eRT i ®® __ ~.® ®~ ~® ®_ ~,~ ~® ®m ®~ ~® ~® m~ ~ a LEWALN ~, I t1~ ';~ ~'~ B" -~+- T4 . i.32'RT \'°A' 723- ~ 3e D'RT P CONSTRUCTION NOTES: 1 i fiNGLE ~„ T P.. ` O7 Y ' ~ ~ 1 CATCH BASIN LI ~ RIM: 345.51 ~ ~ ~„8,.991-28.33.15.33'RT f BEGIN CURB AND GUTTER AVI SEE SHEEP CCOt -SECTION V 33G pr; h Q ~ n 4 " r '1 722+00 ..... _.. 722+80 .. RENSION4 QAiE NTH EI OTHERS {f f CURB RETURN ELEVATION TABLE N0 BECth+ STA I OFFSET rot=/FACE of CUk3 ELEVp -C1JS -- . . ~~_ - EEGIN - t/1 Eh7D ENG SPA. OFFSET RADIUS CEt4&TH; DEt}A 2 "B" 99128.33 18.33' EL 34B.4t 346.65 346 62 "A" 7[2.5254 28.00' RT. 45.0` 60.35` &8't&'79° 3 I "B" tOQtGQ.58 20.99'Rf 347,48 347.35 34731 °0" )OP+3634 a0.25`Ri 4b.25` 31.89' )SEO RIGHT TpP Of CURB '. ~' pO,y - EXISTING OENTERLIfJE E r^-EXI9TINC CEFv'TERLIhdE ELEVATON (TYP.) -aIGHT TOP 6~ CUR9 ELEVAtI'CN (T`fP 1 _. _ _~ h' i ~ QNE INCH AT FUL~SGALE. IF NOT, SCALE ACCORQIMGLY 724+00. _. _. .. _... ,: r i ~ ,~W; ! 5~,^ t CONSTRUCT NEW PAVEMENT FER ROADkYAY SECTIONS GN SHEET LGd1. 2 CONSTRUCT CEtUENT CONCRETE TRAFt10 GJftB AND GU1iER PEN W500T STD, PLAN F-1. 3 INSTALL SIDEWALK, RAMP TYPE 16 AS PEN WSDOT STD. PIAN F-3a. 4 CONSTRUCT CEMENT CONCRETE SIGEWALH PER PdS00T STD. PWN F-3. s MATCH EXISDPfG SIDEWALK. 8 0011STRUCT ASPHALT WEDGE CURE PER. DETAIL ON SHEET DT01. 7 RELOCATE EXISTING CATCH BPSIN TD NEW FLOV.LINE LOCATCGN. ADJUST TD RNAL GRADE. 6 ACfJUST EXISTING CATCH BASIN T9 fIN16HED GRADE AND INSTALL SOLID COVE2 RER .350 WSDOT STD. PIfiN 8-25.00-00. 9 CONSTRUCT CONCRETE 1NlEf PER WSDOT STD. PIAN 9-25.60-00.INSTALL SLF OF 12° STORM PIPE PER CITY fiF YELh4 STD. 6-1G X6.57 SLOFE GGNNEOT TG _.;340 __ _ .:.330 N' q 7F6+00 ...... .....I26;-5Q ...... ....._ 72706 PROPOSED PAVING LEGEND ' ASPHALT PPVCUCNT CONCRETE SIDEWALK CURB AND CUTTER RR6JEC7 WXNE ~ pRAaHNG H0, v~L~coMMUl~lTrscwoacs RADtNY,rygpAIAGE CLLUM{NAT`IN 7dF,a ew~~xeewrw.vraxxlxa.exvixareaeurN. xiexexs ~NTERSECTlQf~6 IP~PR®YEMENT PLAFd PL~9N f ~{~G s~ 6o7rcARreR sr.reRlc~tral~ sT. CST p 7 T ry^ A ey PP0 °, ~ YEIM, WASHINGTdN ~ 1 at, P ~Z°~`Q 6 J 1 Pi, 7G7'~°d~ B f*k C d ~I FI S d g n0 728+0t7 i~ ~ s~~335p^ E A LINE tzs+oa r+oo 1ai+oo p. -- _t ~-- - I-- _-- --;---- -- - -- Nsra3sa"e ~r N ~ --~- - - --- - - ~` ~_ Y~LM fiA(l1ll~R HUItY; (S.R. 5(77J ~ 4' ~ _ ._ j ~ ~ _ -- ____ F ~,p___ -f ____F__ -jj'1 .f ". ` 4.. ~.. •.. F__~__F_-___ F' , ~ f----f--`'! OP OF ao dP --.;- QP OP __ oP _. - ~.~ ®« 33' ou N~ N 6' Cj. fj MI ~, 7z7Toa _ 72r+9d . _- 728+00 fENSIINfS CONSTRUCTION NOTES: i CQPlSTftUGT NEW PAVEf~ENT PER ROADWAY SECTIOhlS QN SHEE? LGC71 h ~' r+~o __. 723+a0 729a5d --r_,.__ END EOP TF `~ EhJp PAVING -pl= 01`'' ~x -- _. - PROPOSED PAVING LEGEND: ASPHALT AAJEf3ENT C~._~ ~ COPICRETE SIDEWhLK CURB AND GUTTER r, MF: N1 7 ~+ud.. __.. 730+5Q e Ri Ir n. ~: r. 73f+ad 356 340 _,. 330 M. m F, ~ "~} .._73t+50 _..... y ileiw-~, ONE INCN A7 FULL SCALE. ~ d~ IF NCYT, SCALE ACCCRCt{NCaLY .,.I„ N OL24A4175n02-Pp I. r. ~ ENGINEERING. ®LAHNNiG.ENNAbNMENip19GENGEB s9H Na -g, -_ 20.4-4175-ab2 "~, 4' RT 1 rp ~c_ G 1 E E E u GENERF;L NGTES jSTREETGONSTRUGTfO?N) 7-100 1. ALL N KMA-dSHIP AND MATERIALS SHAM 6E IN ACCQRDANCE WITH CITY C?F YELM S ~! "S, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SrtcfFiLATiONS FOR READ, BRIDGE, AND LdUFJiC'IPAL CONSTRUCTI6N. 2. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CGNTROL IS IN PLACE. 3. ALL CURS fiJVD GUTTER, STP,E@T GRADES, SIDEWkLK GRADES, AND AMY OTHER VERTICAL AND/(7R HORIZONI'AI_ kLIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK. 4, WHERE NEVI ASPHALT JQINS EXISTING, T'HE EXISTING ASPHALT SHALL 8E CUT TO A NEAT VERT}Ggl EDGE ANO TACKED WITH ASPHALT EMULSION ]YPE CSS-1 IN ACCORDANCE WITH THE STANDARD 5PECIFICA.TIONS. THE IdEW ASPHALT SHALL @E FEATHERED BACK OVER EXISTING TO PROVIDE FOR A SEAL AT TI!E SA,W CUT !OCAT;QN APlO TPE d0(NT SCALED vVITH GRADE AR-406QW PAVING ASPHALL 6. COMPAGTIOfd OR SUBGRADE, ROG'K, AIVD ASPHALT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. 6. SUBGRADE INSPECTION SHAT. BE PERFGRME6 BY AN APPROVED TESTING FIRM AN6 FC1RM5 SHALL 8E INSPECTED FOR UNE AND GRADE S'Y AN ENGINEER BEFQRE POURING CONCRETE. 7. CERTIFICATION AS TG CONFORMRNCE SHAL BE PROVIDECI TO THE CIY PRIOR TC ACCEPTANCE DF WOftlb. B. THE CONTRACTOR~DEVELOPER SHALL FURNISFI AND INSTALL ALL PERMANENT SIGNING. AEN516NS Ipp7E ows fwcH ar FULL scnLE. IF NOF, SGkLE AGGOftOiNGLY ~f ~~ rE it . ~, ESA EO U _ - r , rouw. _~ f _ -- i -t-- I _ ~ n: iu. ., -~---- r, ~-~... - mEiH00 B I ((} /r i - nr _ ,-n dniur. c,, vt.... ~. I _ ~'EA -~ ~ n rthtE-i, _ ~ ~ -. ~- ~ ~~ ;n~;c r~ !Ek!T t ,.;~~ - :ik00 C I i~ r hln7E$' t. aLLi ~'. I. ~~. ~ I cAa~or rvauE QRf.WINC N0. ~ i ~E~r~caM~u~lrvscwaaas gq soP,a ei+ciNetaiHC.euranixc.~uviaaFa~wrusaN~cFa fNTERSECTIaN IMPROVEPAENT P[.AN PiLek4D AY sR saricARTER sTasRlc~rard sT. DETAILS ~ P H 6~~ .~a~a~ ~ m v~M,wASHIMCraM ~~ _ ~ 6` : TI-: -- 5"MAX./~-_._ TRIM GECTEXTILE _ ~ ~ ~~_ -. _ FRAME -~ _ ~ -_- OVERFLGW BYPASS °, I --SEDIMENT AND pEBRlS " ~ i I ~f~ % ~, ~ F[LIt1AED mr,-aE ~;' CROSS SECTION NQ? TO SCALE NoTEs t. PERFORM MAINTENPNCEIN AOCC1FiDANGE WITH STANDARD SPEGIFICATIGN &01.3(15). 2. SIZE THE BELOW GftA7E INLET DEVICE (BGIQ} FGR THE STQRM WFlTER STRUCTURE IT W4LL SERVICE. 5' THE~BC'Id SHALL HAVEABUILT~IN HIGN~FLOW RELIEF SYSTEM (OVERFLOW 6YPh.S3). n,. THE RETRIEVAL. SYSTEM MUSTALLOW REMOVAL OF THE 6Cr10 WITNGUT SPILLIPlf3 THE CQLLEOTED MAFERIAL, GRATE -. ~-~ RETRIEVAL SYSTEM ~., r ~~ \ '~ -~ __ ems" ~. e''I -- OVERFLQW BYPASS GEO7EXTILE-^'~~ N ISOMET~ II. VIEW NOT TQ SCALE PREFA6RICATED 6ELOW ORAI`E INLET DEVICE DETA{LS STEM ~,~I ~:AIN fNLETi EOTIaN S1 ,NC ' ~ Y PLAN I~7 RHFFT 5 ' M1 CNFFT NOTES 1. MAXIMIZE DETENTTON OF "TORMVdATER BY PLACING FENCEA6 FAR AWhY FROM THE TOE CJF SLOPE AS POSS'IEiLE WlTHOU7 ENCROACHING GN SENSITIVE AREAS QR OIJTSIdE OF THE CLEFlRRJG EOUNDARIES, WHEN SFECIFIECi IN TI1E CONTRACT, INSTALL 2. INSTALL GILT FENCING At.6NG C4NT©URS WHENEVER POSSIBLE. BACKUR 6URPORT FOR THE GEOTEXTILE 3. INSTALl7NE ENDS OF TI1E 51LT PENCE 7C PQINT SLIGHit.Y UPSLOPE 70 PREVENT (SEE STD. SPEC;, 8-05.5.(9)A} SEDIMENT FROM FLOWING AROUNd THE ENDS OF THE FENCE. k. PERPOR.M MAINTENANOE IFV AOCOftDANCE WfTN STANDARD SPECEf-(CATIONS &~01.8(3)A A1JD 8-Q1 u(i5}. /-- GEOTEXTICE FOR TEtdPORARY SILT FEPdCE (SEE STd. SPEC. 9-35,2 ,TABLE 6) I l ~ Iy i l ~ ! i I I ~I _ _~ JJ I- - .~;. ' _ ...... I_ ...._.. ,I' 6' M,AY.. SPACING WITHOUT BACKUP SUFRC7R7 10' MAX. SPP,CING WITH BACKUP SUPFLYRT ' ELEVATION VIEW PO,iF fSEE STD, SPEC. 8-0L3(G)A)-, I~ ~4~1 _ lid! -~ li i1 ~ ~ 7 BACKFILL WITH NATI`JE - ! ~ I I 9oiL AND COPhPACi I ~ ~':aw I'' o ri "I _ _ z ~ _ g a~ FURY GEOTEXTILE IN TftEPlCN-~C ~ ! SIDE VPEW r SILT FENCE STANEfARD PLAN i~ REhSIQIJS QNE INCH AT FULL SCALE. iP NOT, °^AlE ACCOR~INGEY ""6-FLI- b 5/36, 1~ Po20JSGT NpplE DRRINNG NQ '_ YEL~A ca~uNiTr scHaats tpsA~ r 1ooF ,a Enrixcewx' "~"""inc ermx°"m~eN saLxr~s INTERSECTION €MPROYEMENT PLAN SI V Iti t ~E g' ~® SR5071CARTERSTABRfGHTONST. DEAfLS ~~°~ " "" YELM. WASHINGTON EDGE OW ROAD (NO SIDEWALK} SIDEWALK IN -ALLATION FRETERftEb LOCaM I :&"'.X, BU7 !r ohuuaLPrrtt ou . +s aucN as wLbrucs oe wren ~.~s, rusrw ac 1NalUFEb 6ELOW. rnlcu a --" wrN 2' MINIMUM ~nl OF LENGTH OF P6Si VARIC5 Puff YARfFS (f0` MIHtMUMf (IO' ulNirwvHJ, qq ~ r ~ L Y ' W 7 ~ 2" UNISiRVr ~y lELFSPdR PQSF " I ~ .WPROVEb EaUat UNIS1P.ll7 T rELESVna Posy U " 6R APFRU~EC} EQUN. ( .~ R^ x z r/4^ RCUO St€EVE SEr tN 5UttFAt Qa1GY. SErrikG ~ / ri CONQREfE M1t-07ERW. _ ~ ~ ~ ~ ~~ " fa` x z r/a• s<EEVE --Z__,, ~ ~" a «ovr <' caree Hae ,,~° s~bcwuk oRULEO !w sroexALN ~ .^ stew ' uerE~ sro:wuR ~ACr~re aacnrm re CpILOM .A?E CONTARIEN atr .a ~ ¢v .,." . seluc, E i qUF /Etf! ~ 1.t<J niE POST SNALL 1 ai :m: nvnc 1 1". :. aE c.a~s c ' d '4E GGMPgCF S61L fiFMLY ~.FEn „ ttY.4M2£0 bEOUNP k1U ON rOP S'rFEL ~~ -..~ bR €OG ~'., OF illCHbk. IAlMIMUN < " RhfiS SiwlL M ~x ?pCH SIGNS TQ MC au, av ra, s ar s" S?UAPE, Pr-~P- ',~av~~ srEn NGNI'1G 5t4N F v ' ~`. # h,S ~ a'STANCE Pmt Eak" OF RQ4H Mkr vArfl OUE kkWVFAGNkP A t~h .,. "i 8R350G. ro aesracLES ar Lc~snaN wHERc srcN a ro s/ts` cwt n I. sr < srEer aar ~ P~CE6. WASHER 9WW. Bf _ ~: 4 THE SIGN w+b R~r NET.:.: [: _:: a,r;.;, m swn Purr. TYP[CAL SIGN INSTALLATIGN DETAIL i i i 5` '~ TT t '.I r ':'.7>: 1RE, ,. ~ rr Ald R FLASHING BE . Wilr! VISOR ~.~ S4 5 I._ ._ SPEED R2-1 LS S4-¢ 70 BE CrR EP.TED mEU. u0er. CAST N-PL CE GOMMERCIkL„--i[`7~"'"'f __ h CONCRETE FOUL DAtI01J, p ~C„S-~ BEACON A5~EM6LY CON,~`:TR IC716N NOTCc f. SOLAR-P6WEREu GEACbN trl ~ SNALL 6€ COI,wLr iE .:..k '." ii '4CI.UJE GO WAIT PkNEI(S; 4" 'Y 75' h1L'.4 POLE, G' ~C ~b L ': ', CC641RCk. EtEGrn6NIGS, BF.i7EF.Y. [N( _-F.SrAt BA5£. 2. IN5TA;i hMGi6R BC7Lr5 AIdD 4L ~' PER ~ ':: i(IFfk'S RE 'MMEH6An01dS. C .GUN A` / rnE -~"Uk rrrucreu a~ rNe Boa wAShlacror sr,re 5 P~E61 - 5PE > ~.S7Ef) ON T1~ $P EE`. '~EACC71;1,:;~Ei~BLY GETACL BEAC(;rFJ ASSI '.iI ~LY SF'EGIFIC'ATICtf'` SPECIAL PRn~ ,llc THE F(7LL04„ FU'L PROVISIONS = i PART OF iH" CON I : ^T {:?z SUPERSEDE Af#Y C6NFt1CD`: I •, SION° OF THE `L066 i -::CIFICAA FGR I -~VS, BRIDGE, ANI} MUNICIPAL CONBTRUCTI01 tnNGUSH), THE "61VI516N 9~ AI ..A SUPPLEMENT AtVf. THl FOREGGING CITY OF OLYMPIA SllPPLEMENTAi SPECIFICATIONS. DESCRIWTION OE WORK THIS PRQJE07 PROVIDES TOR THE INSTALLATION OF EIGHT (2) S6LhA-POWEP.ED BEACON ASSEMBLES Mt-0 SIGNING IN ACG~RDANCE WITW THE COM'P:ACT PLANS, THE CONTRACT PRDVISiONS, N#0 THE 5ikV#OhR6 SFECIFICATIGhtS. FIiL- SCIIODI. CROSSWALK IS LOCkTEO 6N NfIRTH STRECT AT FIFER ROAD, SECTION &-20, ILLIJMINRTION, TRAFFIC SIGNAL SYSTEMS, P,ND ELECTRICAL 8-20 f DEBCRIPTIOH SECTION 8-20.i IS SUPPLEMENTED WITH THE FOLLOWING: THIS WORK SHALL CQNSiBT OF FURNISHING AND ALL MATERi,^J.S ANb ECJIIIPMENT NECESSARY i0 COMPLETE THE INSTALLATION QF SOLAR-POWERED BEACON ASSEMBLIES AT SCHOOL SITES AS SI10WN ON THE PUJJS. - O.1 1 A EGTRICAL PERMIT MARCH 16, 1998 SECTION $-2C.1(t)A IS A06ED WITH THE FOLLOWCNG: THE CONTRACTGR SHALL OBTAIN AN ELECTRICAL PERMIT PFiICR TO PERFORMING AOVY WORK ON THIS PROJECT, RCGUTAR ELECTRICAL INSRECTfON9 SNALL BE 8G1iEDUlED ©Y R;fi CONTRACT6R. ALL COSTS tO 68TA!lil THE ELECTPoCAf. PE&MIT Ar#U COMPLY W171i THE REQUIF?EMENTS, 5HP!I. BE RdCIOENTAd. i6 THE PROJECT ANO NO OTHER COMPENSATION WILL &E ALLOWED. 6-202(2) MATERIALS SEC116N 6-26.2 IS A60 7 WITH THE FOILG'WINC: EACH BGLWt-POWEF-- -ACC- ASSEId6LY SHALL COME COfhPLEIE FROM THE FACTORY TO MCWDE THE FOLL6WIM1 ( NTS "ND OTHER EQWPMENi REQUIRED BY lliE MANUFACTURER FGR PROPER OPERAtION. THE E_ ~kBLIES SHALL BE NJ9TAlLE6 IN ACf.,ORG~E WITH THE MNJUFACTURER'S RE EC#pr6TAN. THE MFP,'UFACNRER OF THE ~JLkft-P6WEREfS BEFfi4N b~'EIdBLY SALL BE ELTEC ELEui TECHNICS CORP., 1310 COMMERCE STREE(, MARSHALL, TH 75672, (6COj 227-1734 OR APPR6VE0 EQUAL. 56 :PAN -2 Fi.(VY} X 2 FT (I ~ UL kPF )VED 55-WATT 56LAR FAtJEI W1TIi SitlGLE OR GIAAL MOUNTIN9 BRACKET ~ 1'EOUIRED -HIGH-EFEICIaNPY r"I^~`,~r ",r pF SlNGLE ~?1'STAL SILIGOP! > "Erl^ -iAMIh;FFE6 ~EU.a nE'. L '. QF CCHrLENE ONYL ACE(ATE Ii:MPEREf1 CASS lWTH FEOLAR BACYSHEEf -BRONZE-ANODIZED [ I-UP`0 ALUMINUM FRAME WI1H PROTECTIVE ALUI' 4UM BACKPIAtE. -SELF-CLEANINe, IMFI"! k'.: - STANT, HIGHLY TRANSMISSIVE, TEMR8RF;0 GUS'S SUPERSTATE. IT(RDl PN6 C Ei r H~ -i55 IN.(w} 29 x r4.75 IN.(D) v€!~ED auf>~NUM CdRINi7. -WEAL'F_RPRfJOf SEALED ELECTRONIC COMPuJ'tiMEl tili POLICE L6CK WVD KEY. BAiTFC_ -i" NP " SE FO I '.'! --.#C'E-FREE, QEEP t ' LE, GEL LEAD ACID T'(PE Y2-V6LT pC BATTERY M '~. FAGTBF l7 D. 'ilEi,IFICALLY FOR SqU APPLF.'1GNS. -I ; 'i n0 AT SEAN al 1 At 25 C. -i % TE I„ t „ci i6U : TEF~9NAL5. 6C FLASHER -EITEC FS-2 P°"^ "LE ,,°QLID STP.FE UC FL0.SHER OR, kPPI?OVEC! EQUAL. _Ml..l~'LV LOAD 4C ~ ~~ Ift -M':'~. 'UTPUT i 1 i A -PFn;,J~ .~ ,ATE FROM 35 t0 70 FLASHES P€A M7NUTE. TI. Mi;,,i.,,~ -ELTEC NTC 17E YLID STATE LIME SWITCH. -NGtdV01 f : °E#A~IRY. -THREE i'~l-TOP `'6 0"~: 'JItS. -HIGH-SPEED '~ Ff T ili '.CItIT. -OUTPUT !"_- I "~, -7 76 A 26 iroC. -Difll''iA~, =5S"TEG Fr:.-'. ,=6RMINC. -256 BBC-fF~e~-1'~-G ~Tt l'S, J6 EXCEPTION PERIODS, ktdD 36 ALTERNATR+E RROCf+AMS. ~u, - I -' I 'll'. r i P~' P5-S5 SOLAR CONTRtYILER. -tS 'N, ~ r -sHr r m1 r 'ruERLaaD PROrECrION. -10~: SGCIp STATE. -CURP,ENT COMPEN5ATE0 LOW-VOLTAGE 61SCCINNEC7 ~JP -8-IN. YELLOW LEO (AMP WfTH MOUNTING KIT. -MEETS ITE CIiORMAGTY' AND ]P#TENSITY 9PECIFlGATIGhS. -VOLTAGE SPIKE PROTECTED. I NA H A6 -COLOR: TRAFFIC SfGNAL GREEN. -ALUMINUM SIGNAL HOUSING WITH STd1NLE5S STEEL HARDWARE AND MOUNTING KIT, -ONE-PIECE ALUMINUM NNNEL VISOR. -WEATHERPROOF/DU5! TIGNt' OPTICAL ASGEMBLY. MISCELIANEOU5 ItFMS -4 IN. DIAMETER X t5 FT LONG ALUMII ~ M P6LE, -ALUMINUM SOVARE PEDESTAL P ' f"LY WITH ANCHOR BQLT HIT. -91vE-PIECE POLYCARBONATE 6 '-LESS STEEL HARDWARE. -ALL COMPONENTS WITHIN CONTi,ul =i.. 'JHALL BE PREWIRED WITH CIRCUUR CONNECTORS, -CONCREfE FOUNDATi6N X20.5 4 fOt"'il"~ SECTION 6-20.. FD !DRTIONS SHALL BE SOPPIEMELITEG WITH 1'HE F9LLOWfNG: TI'F -0Uh i!:' SHN.L 8E CtASS 36Q6 CbF#CRETE ANQ CitINORIOAL Oft CUBICAL NV SHME IN AI ,RDA( THE PUUNDAIION SCiiEDUtE 6I4 TN(i PLANS. DUE TO CLGSE PI I'~. nc UWDERGROUNG 0Y(LITIES kT 54kAE FOUNDA-ON LOCATIONS, THE t ?CTI SNALL L (~'~.-A PRECAUTIQNS WHEN EXGAVATIfdC FOR FOIINDATIGN&. EXACT h.~f¢IUiNTAL Nd6 VI I P = _ LOCATIONS OE UTIL(tIES SHALL BE VERIFIED PRIOR TG p.UGURiNG AdE FOU! ~': AiION HOLES, 8-20,3f t i FIELp TEST MARCH 16, 1ss6 SECTION 8-2Q.J(f t) PARAG ~hI 2 SHALL B€ DELETED AND REPLACED IYIfH THE €OLLOWING: TFIE INSULATION RESISTANCE SHALL NOT B£ LESS TWP! 50 MEGOH#dS 9ETWEEN THE fX7NDUC70R AN17 GPDUN6 N ALL CRCJITS OE ANY LEhGTFL SECTION a 28 SIGNING MATERIALS AND TABRICATIOtd ~-28.1 GENEPI,L JUNE 55, 199& SE~ IGN 8-26.1 IS SUPPLEMENTED BY f VIC~o- THE FIRST P --',APH SC kEAD: ! .SS TED "'"0 "-~ W tI1E " " ='!. BE CCNSTRUCTEC OF SHEET 1 IU" TE! ' e' -' E t -: 7TED 9F EITHER MEDIUM- DR hl~n-DP ITY Ov . WI I '``S 5 1.:3E QE9-INCH ALtiMINUM PNvEl.5. 1 . 5GN5, EXCEPT INTE TNALLY ILLUn r TED S(Gk': SHAf1 6E REFLECTORIZED. SECTIC„ 9-28.1 IL SUPPLElAENTED 6. rrGDil~O TEI~ FwLLGWtNG TO FARAGRAPhI THREE: - 71 HARD ?JtE JUNE 15, 1968 SECTION 9-26.91 f5 BUPFLEMENTEG BY ADDING THE FOLL6WING: P.MEfS SFlN1 8E USED TO AftACft SIGNS t0 CAlYANIZED STEEL POSTS. THEY SkN!1. BE AS MANUFACTURED BP UNISTRUT, PART ~iL38O6, 3f }8-INUE DLLMEtER, OR 0.PPROVED EQUAL A 3f6-INCIi DIAMETER STAINLE6S STEEL FLAT WkSHER SNALL 8F. PLACED BETWEEN THE 3fGN ,AND RNEi. 8~- $ f4{'1< STEE. STRUCTURES POSTS JUNE 75, 1948 SECTION 9-28.14(2) ES i 3PLE!?EItlTF.O 6i BODING THE FOLLOWING: SIGN POSTS SHALL ~, 2-i' ICH SQUARE, PRE-PUNCIIEO GALVAN2ED STEEL TI IHO, UNISTRUT TELEGRAR, Oft AFPI 'EG L. 1 IF. P05T SHALL BL MOUNTED IN A 2'~-INCH sl EE ~ AR IN FIVE-GPILON SIZE CONTA J OR EQUAL OF CIAflS C CEMENT CONCRETE FOR A rut"" THE SL EEVE SHN.L BC PRE-PUNC?D GALVANIZED STEEL 1U61NG, UNISTRUT TCLEBPA , t 'I CEP EQUAL. Gam' W REwSIOrJS PATE BY DESIGNED I PROJECT NAME K L.HOUSE A QNE INCH AT FUII SCALE. i;Y ~ ORAM7HG MC. M.RTAriDR irNOT,~eA~EACOONOINCCV ~` ,+3Y YELMGOMMUNITYSCNOOL5 p~ p/+~y p~aypp® f1QF13 ~` ~~'-° A ~ EkG,NEERIWC.PUNWING.ENYIPtlNNENrFJ.SCIENCE9 INTERSECTION IMPROVEMENT PLAN ®~!'t4~6J~t1~78~IB1®LY crEr~E~'--____- No oL2444775o02-DT e, ,.:I SR507tCARTERST.l9RIGHTONST. ®ET~1~~. dT~~ 244-4175-002 ~ ®1 -:.: !-,f aRFROVE6 oa ~9 Oi 2006 eG Tae. ~n%AE ~ YELM, WASWNGTQN D A 717-+00.00,_0,3" LT ~"1 BEGIN DC,L `YELLOW CEr1TER LINE 1~/ MATCH EXISTING "A" 7t2+45.74, 0.&'RT BCCIN DBL YELLOW CENTER LINE~J ?i3+G6 '°A" 713+60.79, f BEGIN EDGE LIPIE MATCH EXISTfNG DBL YELLOW CENTEP,LINE 7P+GG 7.4, 15.1 ~~ ~` A°_712+00 1t.7`RT -- - ~~ ~~ ~ BCG1N WIDE LINE TAPER 11 \ ~~_ `~ °A' 712+00 '\, INSTALL BIKE SYMBOL, 15.1'ftT ~..~ ~~ INSTALL BIKE SIGN, 3t.3'RT 'x ~,°A` 711+580 f6.TRT EQGE LIfJE A.P. `~1 o. \ "A° 71 i+59 39 28 a`RT_f E'y BEGIN EDGE LINE ~f d Ell NP e! L~ f - a -i7 ~.. -17 24"' x 3G" ~#`~ CANNELIZATION AND SIGNAGE NOTES ~_~ i INSTALL ELASTIC rRArPlc ARROW PER WsGaT STD. PLAN ~-24.40-D1. 'L hNSTALL i8" PLASTiC STOP LINE. 1 INSTILL 4` PAIIdIEG EDGE LINE RER WSDOT ANG T(J PLAN M-20.10-00. 4 INSTALL 8' PLASTIC WIDE L(N6 SUPPLEMENTED WITH @PM'S TYPE Z PER WSDQT STD. PANS k1-20.10-00 ANG hd-20.40-00. 5 INSTALL 4" PAINTED DOUBLE YELLOW CENTER LINE SUPPLEMETNED WITH RPM'& i`tPE 2 PER WSOOT STD. PLAkJS M-20.16-fJ6 AtdD M-20.46-00. 6 INSTALL 8'" PLASTIC GOTTED WI6E LINE (P.D.W. LINE) FE'R WSDOT 5TD PLAN M-20.10-00. 7 INSTALL PLASTIC CROSSWALK LINES PER WSDCiT STU PLAN N-15.10-06 STAiJGARD PATTERN, 8 IfJSTA.LL 8' WRITE PIAKf1C 61A6QNALS PE6! WSDOT STD. PLAN M-2.4Q-6Q. 9 fttSTpLt B!OYC`lE LAPJE 5Yi,184L PER WSGDT STG. PLAN M-5.50-OQ. 10 CONSTRUCT FOUNDATfON AND INSTALL FLASHING BEACON ASSEMOLY PER DETAIL ON SHEET GT03 11 INSTALL &" PLASTIC WIDE LINE PER WS01QT STC}. PLANS M-7.0.10-Od. ,--~ o "a" 716+6a ~-`--' IBIKE SYI~BQL, 23.TRT s-i7 ~ _._ _.:,I itJS'TALL BIKE SIGN, 3i.8'RT i I _„ < x 3G" 718+00 "A" 716+55.10, 28.0`P END EDGE LINE "A" 717+4G. 24.a'RT c i ~ L. W ~~. NaT~s °""°~ ~. 1 ALL G STIFLE BE ;NSTALLED PER WU?Ol' STD. PLAN G7. ti cY_.p ~ A' 722+401.3, 3$.Z'LT 2 SEE GIGN SCI IEDULE SHEET CH62. - ELL SCHdOl Cft0~SSWAIK Y2~ ~ WE._.ING ASSEMBLY wis-xl' ~.. _.~ ~ ..A., . ©EG1P "A' 721+24.86 C.L. END 66L YELLOW CENTERLINE 4 A" 721+24.86, 12.a'RT dD WIDE LINE` Tie+oG ~~« t~~~r~~ ~w~ ~s.~ ~aT~ E ~ ~.Aµ ~~ i0 INS 54-3 E~ I - R2-1- . ( ~ _. ~~~~; a4 '4 ~"" ~` ---- ~+ -- 97.2, 31.5' RT 0H 2-55 WATT SOLAR PANELS 9 "A" 7i + ).0 1 RT td. YELM REffN/ER HWY, (~S.R, ~O7f 714+00 715+QO J \"A" i26+74.88, 7.75'RT ~zo+oG TAPER ~ A 7201+855, 32.5"Rl' LINE _----__-X--.fi___ '-; L BSI" ` 7F,1'ftT ~(11 __ - _.. ~_.. u ~ I r 3 .... ..~ .-.rcw~. - _ _. F _ ~' 3 11.5 °A" 719+85.24 EtJp VADE LINE, 24.0' RT 4" PLASTIC -- ~I BEGIN P.Ct.W. LINE, [4.D' RT DOTTED EDGE LINE -j ~ - x 36" "CALL UNDERGROUND LOCATE AT 1-SOD-424-5555 BEFORE YOU DIG'" FENSY4NS pk1E BY pESIIX1E0 k L HpUSE DRAWN ONE EHCM AT FULL 5CA1-E. _, _--__.®,.®_® ____ _ _ M.R,TAYLQR €f NOT, 5CAL€. ACCQRpINGLY 3 "A' 721_ 45.24 END `~~ I V; 1 "A" 722+fi0.05 23.0'LT b BEGIN EDGE LWE ~~ _. - -- ~ O "A° 722+E2.5 BEGIN DEL YELLOW CENTERLINE, 12.Q' RT 4 5 .~' ' G Z "A" 721+82.Q5 92.0' LT ~ ~ ti ~° ~ BEGIN WIDE LINE, 0 LT ~(? END EDGE LINE I~ I f ~,a+2s ~ q C? g ~ 1 A 722+8.83, 16 5 LT r Et1 Etu i r -,, ~ _..., ._ I h -. "A" 723+t2.3, 4.3`RT LIB i 0 2+oG ;Pas+GO ~~ __._ ~ 72 ~ ~ P '~ m ~ I "B"89+Bt ~ 2 T ~. ._ - ~ --~~u ,n /% - _~ E ~~, Ti ~, A' 720+85 24 E QP V ~ 2u-. _ f 'T LIP' 4~ F' L ~ _~ LINE TAPER, 4D.D RT aECIN w.~ uNE, 24.0' Rr BEGIN WIDE LINE, 28.0' RT ~ ~. a . e e I :, a o.~i~ 1 72i+oa WIDE LONE, 24.0 RT EPtD WIDE LINE, 28.0' RT END EDGE LiNE, 40.0' R7 FACE OF CURB LINE, 44.0' R7 of I °A" 722+47.83 24.0' RT 5 a, _ EGIN EDGE l'"'~ h: ~ ° Ee I ~ u ' U'OSSWALK si-i I ~ .,. .,_ -~ t I Bli ~ ~~ ..~4 ~~ f U Wis-7P `°" a~ p + 1 j "B° 99+.51x40 RE~dCATE STOP SIGN, i8.S-1' II, Rt-t SCALE IN FEET I INSTALL NEW PdST - _ < < ~ 1~ ~ , D av 4d Iii-i 30"x;;u° PAOJECi NAIdE DRAYdNG NC. y.,4 YryEI.M/aCpOME.MUW~SIpT/Yy`SGFL~AOpG~gS~ p t2OF t3 ENGINEERING. FLANkIkG. ENVIR(RIMEki'N.:CIENGE9 1{®{`Ett,~E4il®Ik11Mi'RV YEMEIY'1 CWN A~NELI~-ION ~4N r SR5Q7fCARTERST.tBRIGHTONST. SIGNING PLAN HA1 • v~LM, wasHlNCraN 4 x U LLI W G1 _ , ~~ Lt! F ~ ~~ 'F ~~ CV tb ~~ E -~- ~_ f° d °A" 725+11.25 __ _ BEGIN Ul3L CENTERLINE TAPER, 124' IiT EDGE LINE A.P. 24.p' RT ..~.. .~. ~ ^L[ IN FEET ~"_, ~ : , G 20 40 "A' 73Ct,~57,25 END DOUBLE YELLOt'd CENTERLINE, BEGIN EDGE LINO TAFEP,, 12.0` LT. F,4ATCH EXISTiIVG --- ~ Y[LM RAlNtER HtM'Y. (>.R. c~~7} oa 7a'+aa ;I N, ...N 51'3354`. E. { _... --}-~. _ .~ qg E d v ~~ _... w._ ... .. SIGN SCNEDIJLE .z ~} "A° 7311Q4.56, 10.8'RT f1, END EDGE LINE TAPER 0'f ~ ~ MATCH E%ISTING _ ~ ~ r ~ `-PPOPOSED EDGE OF ° e ~ PAVEMENT SHOWN F (}P f. ~ ILLUSTRA7ICN PURPQSES 6NL"f. ~'IGN N0. 570N GGDE PlUMf3ER ~ SIGN MESSAGE ~ LOGATION SIGN X 312E Y LETTCfi' SIZE OR COOS REMANK5 1 R3-17 61HE LANE °A" 719r5a.00 ftTftT 24" 30" STANpkRQ INSTALL dtEW SIGN ANp P69T -~ Z R3-97 SAKE LAN€ "q" 721e52.60 LT 24" 30" _ STANpARp INSTALL NEW SIGN ANp P05T F1-t STOP "q" 721+15.00. RT 3Q" 30"~ STANDARp INSTRII NEW SIGN AND POST ~~~ 4 k1-1 STOP ~_ ~ "g" 9g+3t,4Q RT 24" 30" STANDAftf} RELOCATE EXISi1NG SIGN ANp INSTALL NEW POST 3 54-3 SGNOJL "k" 77&+97.20 RT 24" id" STRtdORRp INSTAIL~NEW SIGSIGN 8 RZ-1 5PEE6 LIMIT "A" T18+37.[0 ftT 24" 5!J" 5TANOARp ___ INSFALL NEW SIGN ANO POST ~~~ 7 54-4 WHEN FLASHING "A" 718+97.20 RT 24" 10" S7kWORRD INSTALL NEW SIGN w 8 54-5 SCHOOL "A. 724+95.50, RT 24" 10" STANOAft6 INSTALL NEW SIGN B R2-Y SPEED tIM{T "A° 724+9&50, RT 24" 10" STkNCARD INSTALL NEW SIGA! ANp PGST t0 54-4 NMEN FEASHING "A" 7a .c RT 74" 90" _ _ STA NpA INSTALL NEW SIGM ~~ ti 51-1 REDESTRIAN k-LNG "A" 7 .± 3C, lT 3@" 36" _ SiAN6ARD _ INSTALL. NEW SIGN ANp POST t2 W18-1P M ARftOW ~ ~ "A" itz+40.: LT 24" 12" STP"" "` "`"1'All. PlEW SIG6d i3 57-f PEPE5TRIAN k-fNG "p" 722+4n 30 RT 36' 38" _ _ STAL_ ~P "ALL WEW SIGN AtJ6 POST ~~ 14 Wi6-7P ARRfJW "A" 7?2+4",.30. RF 24" i2" _ . 5'.,,. INo~ALL NEW SIGN __-~ G ~ ° "CALL Ut~DERGR6UND LOCATE RT 1-BOD--424-5555 BEFORE YOU DIG" °t~~`'' ~ ~ ~' rs€~na~orls oarE er ~ Hc1USE .~ ' (~'p Td'2dR ONFi INCH AT FULL $CElt@. IF NOT, 3CALEi ACCOFk[iIXGLY ~ I S' ~ ~, 5. "' dM ENGMEENN6 PlPoNN&G FNVIEONMENtAi SCRNGES 6L2fi~44175002-Gi . . . JCa No. 244-4t75-002 . - aPaaaveo on1 Ot 2066 -- - [ ~-"" ~ °A" i24+3988, 16.5'LT 1 S4 e TURN ARR6W, 4,3`RT ~, ~ I END WIDE LINE, 0.6'RT R't-t ~2~ 0 "A" 724195.5, D1.8' L7 ~~ r 1N;,TL WITN 2-56 WAT'C 54_4 '~^ SOLAR PANELS tG - _.`~,_ ._ YELM RAGNIER HWY. (S.k. 5'07) 725+00 72ctro0 - - ----i-- - - --°--+ - - 1- PROPOSED EDGE OF PAVEMENT siFOVaN PoR ILLUSTRATIOP~ PUP,POSES ONLY. GENERAL NOTES i ALL SIGNS SHALL 6E INSTALLED PER WSGGT SID. PLAN G1. 2 SEE THIs^ SHEEP. _~ W Z 0~ 14 PROJECT NRME ~® ~~®®®~,~„~ov0 6Rk't~NG Np. YELM CQMMUNI7Y SGNC10L5 1aoF is Ir~reRS~crIa~I~P~ovt;a~E~rpLara CH~NNELIZATION AND sRS~rreARr~RSr.isRl~lirarasr. SIGNING PLAN ~~~~ YELM, WASHINGTON E of ~~ >' F ~; ;. ~~ N.~ `- - -l Burr-ER DATA LQNGfTUDINAL BUFFER SPACE = B -- SPC.ED (MPH} 2.5 -I--i r--~ r 80 15 i 40 i 4b S0 5,s FO 6.5 ~ 70 A LENGTH (FEET] 155 20 305 , ~ I -- ~i .. PROTECTIVE VEHICLE WITH TMA R01_L AHF..AD DISTANCE TYPICAL PROTECTIVE. VEHICLE TYPE TYPICAL PRGTECTIVE VEHICLE (WiTHTMA)LOAE7EGWEIGHT ~ STATIONARY pPEk4TI0N VYITH TMk _ {LLiS) (FEET) 4 YARD UUMP'TRUCK ' MINIMUM WEIGHT 15,000 LBS ~ {MAXIMUM WEIGHT SNALL BE iN ' SERVICE TRUCK ACCORDANGEWITN 3(j ~I~ FLAT6E0, ETC. 'r_ _ MAP7UFACTURER RECOMMENDATIOD3J _ __.. -- --- , ROLLAHEAD ST©PP INGDISTANCE ASSUMES DRY PAVEME NT ~i EGARI7LESS IF A TMA IS AVAILABLE IF Nd TMA IS USED, THE PR©TECTIVE VEHICLE SHALL 6E STRJtTEGICALLY LOCATED IN THE FIELD TO SHIELD WOR}(ERS AhdD hd0 ROLL AHCAD DISTANCE 15 SPECIFIED. j ~i3GULGr ~ ~,1(h~ i ~;1 ~l ~ ~ ., -_~ ~ ~ - _L u3 ---- -- - - SIGN SPACING = X (FEET] { fi J RURAL ROADS & URBAN ARTERIALS 35140 MPH 350.k RURAL ROAdS, URBAN AR'FER(ALS 25/3p MPH I RESIDENTIAL & BUSINESS DISTRICTS 200't 2 (( URBAN STREETS 25 MPH OR LESS 100'+_ (2) ALL SIGNS ARE 4& X 48" BLACK ON C?RANGE UhlLESS QTNERWISE DESIGNATED, _- - (1) RII spading may be adjusted l~o adcammodate interchange ramps, at-grade intersectians, and driveways. (2}This spacing may be reduced in urban areas to ft roadway oonditions. -- - - ~Az ~, ~ c~~ ~ '~ 1 ~ ~ o ® ~-- ®- ~ o !~'~~i_if=,'I~; W20-1 W~ 1 5 __ MINIMUM TAPER LENGTH = L (feet} ~ Shoulder ` Posted Speed (mph} ~ troiatn rteet> 25 3~ a5 40 45 50 55 5~ e5 7a -- 6 ( 63 9Q 1231 1fi5 ~ - I' _ 8 10 - - -- 84 120 1 fit 121 Q~A - _ ~ _ _ _ ~ 705 ~ 150 204 270 ~ - ~ - -~ ~- E 3 DEVIQES MINfIMUM SPACED 10' Q.C. IN TAPERS FCIR SHOULDER WIDTHS LESS THAN 6 FEET I i ~_ --I CHANNELIZING DEVICE SPACING (FEET MPH TAPER AGENT 35 (40 -----30 ! 60 45 / 30 24 40 - i _ ~ '-_~~ ~` m --~ - 1oa° ~ i -°i 50~' MAx. ``-`SEE NOTE G2azA EIdD _.I DOWN STREAM TAPER TO ROAQ WCRK i G8" ~ 24" OR SHOW END OF WOPK AREA _--~i BfQ NOTES 1. Protective vehicle recommended -may be a work vehicle. 2. When used, device spacing far the dav~nstream taper should be ~0' O.C. .,, ~._,„u~, ,..., ,..~,,,~„<-~., ~ ~ PROJEr9' DIANE Tip ~ ~ HAWKS LANDING TRAFFIC CONTROL PLAN tat jute 507 el ~1 , " rFFEP, C%17A L l n F' )I rC~ 5F ^ - E. °t EEG f i 1 , E- c ! 540 ~ ~, ~ T.T i I- - 'CIJGrh~~ II 11 I ~ !~2 53Q5~~T ~ I _ F~Rrr~~ IIGE r,~Fhr_~~ ~urTFi ~i_ __ r, I~a~ F~ re rlvr~ 11r I. - n-c~F vINJrLc rPE i~~,~ri .u ICF!'~ t -~ ~~~ ~FEEII 4 1 :', lid i II f -- E ~ EE I[%~~I `~. r4. F- ~~ r~o411 1 EAO rTOPPIA .' F- -RENT r 7I vE f~Fl r F --- ~ +pAr)A(jiF_ _ - VET ~E 1-TALC 8E S TE _L L ,TED IN 1hE t =_~l- ~ SHIELDWORRcr N 1 4HE D E E_ F~E2 ~= ~'t Ise ~F r iv r* ~ r rElhiih~iUC4 TAPFR L, '~ Th' _ I I e!~ t i l one ~ Fos fe -"rr ~ hj 1G 1 . ~ l.c ?%)5270 4~0 ^(1C ~50i 1 ~- i rL~ i G ~;T~f, ~ f` I if '~;-e, flEtli E: ~_-~~ F~-®- ~- ~- ,~ ~-, <, A~I. ~: f+~~I ~ Y I EEE fd07E~~ ~x*awrioNtiE IE q-o I~pH or EErs LEGEi~D 4 ~, r ~> ~ F~~cclr~r; srar'a~ o' E 1, ~I(:I~ Lr)~~,SS 11 DiV oG e ~ ~ ~ CHAt'NELIZING DEVICES d i- ' ~ ~~ ~RO1ECTlUE vEl-IICLE - REC'OMM,ENDED ~^ p <,. UvARNItdG E'Er~,COI~(- PEC!UIREi! 1a ~a ~C1 ~'~~~6r~~ BATE: 0fi17al06 L49pm FILE. 451-TC F9k '" VG IR FRC DE'~I~ES _y ~; ~ J 1L' IJfJf nc ~ I ~E r ~'Pl ~ E r ~? ~ r -- cr_r_ ~ -5 ~ +J +_ ~~~ ^~~ { -- ~ r~I E rEs 7. Erc~ective vehicle rECnmmended - may be a ward vehl~dc--. ~u ;_ r E Re~~ornmenr' extending device raper 553) across u? houlder. 3. If exisfing signal is present, signal ` sE~rfl de set to "red fl rash mode" or fern off --- ciurl ng flac~ping operatiur~s. 20-~ 4. Law enfarcefrent ofrlrer rrla}/ be used In IICU of ff ~ 'S tc control intp~sec(rcn trarfic. ED. ~i- I C)r S~i`Gef~ ~l(711t (Ef EE 17I~)E ar ~F,'SS taSE' SrC717 ~~-E IYl ~I2U of S~1CJYr iY~-i~. E lvla(ntain a min~mul~~ at ane access paint for ea^f-~ dusir~ess within wark arc-.a lirnifs. ~~ Eonsidrar using, PEME iar addifiarlal advar7ce orarninp. TENlPOF,~ of b ~H~RT TE~,~;~s LANE CLOSURES TC EFLED' TS & EX. E ~. 1 „1PH -- - ~_ ~ -~ F tG hlil~~ RIJPA~ '~1GNL A ~'S - P,, 'H ~3u!1 RUPAL POADC -_-- 4_ MPH _`O:I T EU~~sL RaAC75 & ' BA~1 /-l_ AL; 'f;,4D w1PM _ _ f F'UPAI Rr~AD TE 2b ~JO t~iPH -- RED UEN nAl ~., ;;fJE ~ C ~_, i _ uRa~r~ srrrECrs s~ rsPH o~ ct ~ it f ALI II;IJS ARE Qd" x ,5 EL-t~ K _IIV oR.ANI'E UrdLE~ S ~IHtRl4/ISE DECI~fJA TED, p; All ,F7,:ing may be il~sted n~n~:~afe interchange r:7rnp;; at-~Tade mle- ~~~ dr~~ ,ys. (p; Thls sc5aar~ mcv f +uc-~J fn uraon orea~ ~~ n~ loarlu<~~Y CGII Ci'I 110115'. 'r1_~~"~ -I 1~/4 rROJ~Ci NAfsE HAWKS LANDING TRAFFIC CgNTRaL PLAN tats jute O Yelm, m2 l -- ,Tj P~~ ,-., ~~ ~~> _, ~~~~~~~ r, ~~: L Q L' -----~ r ~I'vEl_I~~,I~!"!J DLI'i~~E ----- L F~~ ~ T~ ~ _ ~,.~~ EC~EG F ! ~I PI TE ~''rJI~,Jh~i' TI ~?P~1 S T~ SU~~ LEMF,~iT IN~EI-~IIIF~J~~ ~~I~~J~~:; ABRUPT ~~ ~a~~~GY~~E~ i LAN H L use ~~~~~~E ~~~T~a~ l ,- '~~ - I (r_:-~ ~~ ~ I T, 01 4 q~ q r ~~, ,; , E '' E ~~ ~---- -- --- -r ~`7~ MIN. HEIGHT - RR~_LcC'ORi~cCl S~-;G;~ ILnLR ~~,!C;~R,L; AR~r;~~, a 0 f SiJBGRADE E/,~T, VA TIO~v Eye ~ ~~I~,~~G ~ ','dL -------~ I4:. ~~JEDGE OF COMPACTED STABLE MATERIAL AS PER STG. c,PEC 1-~?7.2~(1) o~Ef~~,~ ~;an~aL rvar~5 aE a~ -U ~E ~a v oh o. <a a ~~ cv ~d G ~a }. sr-touiQER ExcAVArioN ~I~~a~~ ~E ~II~ITEQ ro rNE sloE of ~rArwvA~~ Ar ~ r~~E. 2. T'~'F~E "C" STEADY BURN LIGNTS ARE RECOMMENDEC ON CI-1fi(dNELIZA~Ti01~1 QF_VI~FE2 70 FP,~?AIDE AQQITIOIVAL DELINEA,TfON. 3. REFER i0 S;~D. SREG. 1-07.2 ~ FOlY' A,CJDITIONI~L DEIAItS ON THE MITIGATION REQUIKEMEPJT~" FOR DROP IJFF PROTECTION. ~~~"~~~~~~~ PAFE~. 6G(281661:49~m F4E; 199dC ~rtt~u~~~t~ 4NE1t~~ ~'~~~~~ PRt~TECti ~~ ~,! r.,. ~~E NCiw-1N(3RK[N~ HOURS HA~9lKS LANDING TRAFFIC ~~~'~"RQL PLAN TCP 1 State Roue 507 Yelm, TCa _ .. ~~, .__ __ ~_.__ . _ . _.. _._.__ _ _._ w___.J ~a~~, ~. _ _ ~._, i ~ t URC"„ ARTERIAtS .5b t kU Mr~H ?~~(~'~ _~ ~_ _____ ---- 25 / 30 MPH . _._ ~~ .I I UP° '°'`~RIALS _._ -~-2QQ" (2 L~ _- -- -__ _.____e _ ~.__ I ~`, _.______ _ _. I URBAN STE'EETS I LL ______~__. 1t10`* (2 •, ,s C_rty~.V_{(_(~C(~ ~~+eA1~+ (~[~_}__._n_ry _F1._A_pv4_~~h.~ ____ _ °_~_-_ 7 Y:E.L JIEJ NJ MR~ffV~~.'#!~~Ut XiS.r[i'JEY® U~ML .i I ___~ Y,~•..__~ D~sI~NAT~D. ~_________~.._~___.___________ ___._._____~ L ~ ~ r kr to acc~mrnodaEe Enterchange ramps, a. - J r--r, - ,cRnd urtVeWByS. ~ L 62} TI ~ ~d~ uG reduced in urban areas to (it roadwa} ~. -.~~~ .- 4 n r; ~ -- ~~ - ---°-~ ~~ ~ND~~ ~~~ ,CrVrF_. "•7A _ - _ ~\, C2t3.2A 48" x 24° -- B~Ct (OF ,L IF 4~ MPH f~R LESSJ ~ ~ ~, ,, ~•. ~. ~~. ~ . ,, f `~ '` ~.. ~° i `~° ~ `~ ,. i ~ ,,: ~ '' ~. ~ *. i ~ ~ ' ~ ~, mot`, ~ ~ ~ ~ `~ ~ ~ ' , ~ .. v `, '`3ti~. '. A ~ `` :~~s' , . .. f '~ '/ TICJNAI.i ~ LESS ti, ~ '`'4 r 1'. 1: r-.~rcrnrnc~rarrnnr ..rm'•9 '~=~ ~_ ~~~ ¢ ~ 2Er ~ f ~ 5(1 ~ 55 ~ ~~ ~ ~7tY LBN+BTH (~ PTj__ _-~ `~5'i ~ ~ 3k j I d~ -----___-___._ ___ ~ _ _ _~___ _ ' 1 f i' %TECTI VE VEE I _° i" "MA I?OE.L ;~' TYP(GAL ~ ~ ~~ ! ~ Tyr 1 i Th~ `vcE~ r,Y VFHlCL~ i L I tvvi i ~ } GUxt1E0 WEIE~HT " ( ~ WITH T,tSA tLBSj {~ __ _ ~ YARD DUMP TRttCi(, MENIMk. M ''~i~~ !~ET 15,Q00 LB5 ~~.~~ SER~~ICE TRUCK (MAXI~1lJi ~ FiT SNALL BE IN , FLAT BED, ETA` AC f ,E WITH 30 MIN. ~NUFACT'a ~ ~ ~~~~ ~tMENOa,TI~r~, ___. I I ! ft DES DRY ~~, rv (1 j A PROTC.C ~ " ~ ~ <~,)EG FZEGARDLES_ IF A TMA i~ USED, TH~ PF;OTECTIVE VEH(G_E _ w . v ~ .Y ~a~R~rE ~'°~'E FIELD Ta SH?ELD 4NC 'a "C ~ L 1 !IEPo[l S SPECIFfED, C€~ i ?iNt~ DE`t R ~; EET~ !' -f TAPER ~ _____ _ i ~ R ~ -_ ~-_ -' __.._~ ~ r' I 40 ~ ~ g ~1 1.G_W__.{_. _._ ~~ ._~ ~'~: ~~ NQ7ES .\ `,~~ ~'~~,~ t. Night vu®rk ~~~r~ °+~ e~,„~E r~ ^~ . ~ ~'iQ -tations, `'~~t ~ reFar to W5D~ - a fs. 2. Recarnmend ss shoulder. 3, Proteath ~ ;le• 4. Sign sequen is 5. When used, the c er c _ ~Id be 2D' b, _. ~~~~~ DAPS: Odli4fU8 t',4~wt FItE: 969.TC, C ._ ~'i EL-_--- ---e pF6JECT ~ ~ -- ~-- ' 'q