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Mai Lo kct LO 1A.1 x �^ ti F•• V1 s, x Limi rr l� L� { OctM � J � .. li o LIJ c �- U 2 p dl&m 1!L C:19: E'q} Yam' Y kHNY'YYWM>'MAYlRO,♦wf+l{pIWM"�{�yi4+YM�yiYAiL�a2liNl.NH•rtlFv=Y�il,>,i♦'YMiMItM..rf�gfA11W4Yy�MIRMI�i.N.ir�{.N�./M���� Myc,F\Ma HAS'MN.Y•WV�LrPI♦YM.I•M.n.4y..C!'u,�.w�•W+n ,..s.� u.... .. w. a.. .. .•.�y . �� lei h '>�.,. �i 4 aR.Y.� ��M1�,,$�y�•� . • n- 5! ./5 . .. ., .. 1"`rN. 1 ,. .. ���TT"„- "♦' �"^!. rl... s..c:'....w'i �3S./' Mid,y,f�!'Y�A.nY!)'.(`•,1��.!J+} '6.ny.. ..'':. .. .... -: .., i uy •. _i ., "(i,."..... s.6. i ♦ tl.. _ :R � '.,. j. ,... ,. - tl-. ,1'_"T >�.' F a, 1 � r a 13. I4. 15. /6 IT 18. 19, 20 22. CONS TRUC TION NOTE'S REMOVE ) JALL �Ei.�► ISTING PAINT 5?-RiPE-5: TRAFFIC BUTTONS AND LA' 'MARKERS WlrlJIAI coA1SrR C t Tla�Y 7 lmr.4q REMOVE ,AND RELOCATE FLAG POL F. AND BASE AS D1R£CrLva REMOVE AND RELOCATE SHRUB,"; AND BUSHES QS DIREr., rf-D REMOr4 AND RELOc,ATE SHELL SIGN AS SHOWN (SEE SPECS). REMOVE AND RELOCATE FIRE HYDRANT AN40 GUARD POSTS. REMOVE AND RELOCATE WATER METER, REMOVE. AND REPLACE CURS AT BACK OF SIDEWALK FRoh,,r EQCE' of CUR& ro 8E ON RIGHT OF -WAY LINE SEE DET41L. 7NIS SHEET RE -MOVE EXIST1,Nfa y 1f1EwA 4,Vl CURB AND GU T T E'R, REMOVE` ANG REPLACE CONCRETE S%E?EWAL1!�, CURB AND G�TTEt�. INSTALL CURB OR CURB AND GUr rER (MAATCH Exls r1NG TYPE). INSTALL XNCRETE- ,.S/CE K, REmow EX1,Srwo PAVE"ME1v r WHERr RE:;UI.RcD. INSTALL ''YPE- I-C C4rcH BAs/N G vew Exi,37'ING oC'WNSPl7ur DRAIN fivSTAL L TL. F OF 8w PIPE CONNEC T 'rO EXISTING CArCW BASIN: INSTALL RAISED ISLAND W17-H TYPE "f,f"' TI4 irlc CU?8 AND ASPHALTIC coNcsErE SEE DEmm, SHEET Iil,!I 8 f IN STALL Fst1Nr sT.RIPEs FOR CH�1'AIEL�'%4TlaN AS JHOWN. YE-LtOfY AND w#lTE S"T+S�IPE.S' SHAI L BE S" WIDE. 'SEE DrrAIL BELOW FOR PLACEMENT OF LANE" MARKERS.) INSTALL CR03SWAL KS AND IB" WHI TLC STOP BARS. N''HI TE PAINr ,"mIPES' Of vROsS- ►wAL!t'" SHALL BE e " WIDE. INSTALL rRAFF1C ARROWS (WHI T£1. SEE OE frA1L, DRAW1W IN ,SPECIRCA rIOWS. OVERLAY sourHWEs r coRNER WITH ASPHALTIC coNCRE'TE AS NEEDED rO ALLOW SURFACE WATER rG FLOW WESTERLY. STREET SIGN ANZ) PARKING SIGN Ta BE REMOVED AMD RELOCATED BY OTHERS. u rI L 1 T Y P©L ES TO BE &vveD BY OTHERS. FOR SIGNAL IZATIOr�' DE TA IL. s SEE SHEF. r AK?. 3. 0 'k 1�r fl t -- R/ w I /IVF - )VF" W I ry A' RI t.IoVf' - £XI,ST _ J' GAS ISL AML} - Et'GE OF E X;S?" PAI'EME,11; _1; cIRE- HvrRANT y.' > ; _ CURB EXIS r BL DG GRVEWAY 9 moNUM£t!I r _- -- FENCE GAS VALVE -W -- - --/2" WA rER MAIAI r UTILtTy POLL r L IGH r PU! E WA rER METER �' CATCH BASIN T rugOf 1 Z_—_.-------___-- ,v �_�_—_—_—__-=-� A _ -wwrel - ... ST f�E "�; .. . ... / T�i-rgh> Stitnp 115 All 3p ' it'll '�/w�'y,�.r �+ p ��` •t~L/+ _ r..� w r -- — — — ` pE� , �40ouaLE YEd .L'To SrRI L ` •...- .•• f Jt f�'' f.+� V SllliGt £ .AFL -- .— b Q S �'� 4 ! WfI! Tf STR/f=fs DOUBLE - _�_ I2 AWN SINCL E SOL ID WHI TE Si'R'/PE ,y 3 r- ; ( , -- L t 3'G R£vfi?.sE CURVE' -- /3 / r I r_; ` 7-7 4" COVC S/DEWAi K - ' , �► ' If :I IIIIIIGUNTY A h% V I Z r .- - _ "YPE. "A yHEALTH ccrS ry rTE,� 1I Y BANH I I CEMENT COYVC PAVEMENT I MATCH EXl ST DEP rH "MI 1 �';� �w - - ADDITIONAL PAVE v ENT DETAILAll /ST - REMOTE£ uGHr STAND AND RELOCATE Ot/r&DC RISHT—OF—WAY ► REMCV E AND REPLACE EXISTING PAVEMENT' 15 ?5 r5 G" *w/TE PA/XT STRfPE 4" Pi- ASTIR LAVE MAWERS R - ENT DE TAIL i 1 " "A .' r , _, a J� off� y*' s t %1p Revo/v:Ing AA �0 1 _ -- � it `l �EX w / Aoll lip T5 R !. iI T' .SHEET AND VJClNI T Y A P - o. / f __. � .—. _ _ ._._ , _._ �_ __ � �..—. Ifil TERSEC T `ION DETAILS - l S ?" 41VE" NE. A i AUf1URJV AVE' � !c . ^ _ ;, x SIGN`ALIZATIOM L A/ts-ISYAVE. NEE AT AUBURN AVE SL'HENA RC W/RbWv DIAGRAM- I S r Ai+'E. NE AT AUSURN AVE b � i1v T'ERSEL' T/cW DE TA IL - EA ST MAIN S rR FE A T .1......... Si'''iVA' 11ATI0Af DETAILS- EAST MAiA' srREE r Ar jV" ,,ems RF E - J � � 1fI _ COVSTRUC ION � DETAILS �� E� r � �` SCHEMA r7C WIR/NG DIAGRAM - FAST MAIN <� TR� � o, TYPE E- I v URd PW.A. STD. A' IJacts rE If N rf'RS£C TION 0FTAIL.S - AUBURAI WAY SOIL TH A 00GWOO ; r T V VE 1 , RE'f ;' _ ' 'f '- r ' N 1 ' �i♦� Rl IMPROVEMENTS 5/GNAL.l.i'.cr: f,'Pd DE ?'AIL 4' Jr iJR ' WAY' !rL r ' C 13�iWODD f p r STREET MWM, CNASEiCI, CITY 7r,LRI_.IRN °�✓'M4 %5CHEIWG-(RW.Sai"O rrtr_R1 WASHltVGTt3N - ;►f?Er T COMULTIM SEA fftf i�la1N✓EERS ll WAS►*HGTo?q + ."�' " 74F 8 �, " _ 2t C` M1iCta1i1�R, i�lDit11Mf1t `` ' - .. r 3 IS/t, AwV4k Vt. 5 _v TYPE II 4 y ' � _ , r WIRING SCHEDULE — TO rRAFF1C 5164AL CONTROILLER Ar AUBJWN AVEN11f- & mA/;N srRE.£T % 2 SO /2 (SWIELDEti RAIR% 4 Ak? 12 ( 2 SUM/ELDEO PAIR) 6 NO 12 (3 W/EUVV PAIR) ,� /0 NO. /2 ( 3 SHIELDED PAIR) CONQU/T 2 NO. 12 ( I SHIELDED PAIR) CONOLIf r. 12 A{IO. j 4 NO. /2 I N ,2 2 CONDUIT, 14 W. 12 ( I SHIELDED PAIR) 21�CONDU! T: 34 A#I /2 ( I SHIELVE I) H41R ) k� e9 CONL7 MO /2 DoECT BUR/AL CABLE" `�, 314"CONDUIT, 2 w I2 (SERVICE) S 5 �c'�.lLR1 N J 4;1 I a� 1 —_j 6 1 I2" R 0 39 4, 3, 6 I, A7, 8 ,SIG'NA L N". AD5' DON'T j WALK I WALK 9 9 rA4RU /c PEDESrRIA N A Do / CY_'tC"A l fl i ff � i Inv, TAPERED' STEEL POLE WITH MAST ARM. TAP, ERFo STEEL POLE w1 TH MAST ARM ANC L UMINA/RE. SIGNA L HEAD JUNCTION OR PULL BOX RRIG /D METAL U.41DERGROU,ND CONDUIT (NEW) PEDESTRiA N HEAC I'V+DUC `IVE LOOP DETECTOR 20 SOLID STATE- CONTROLLER I "DIAM STREET LIGHTING CONnwr PfDff7'R_ /A,V FLISH V✓ OF C4 WAC 910 t f t .1 i tf I. i f ' t r TYPICAL POLE WITH .11!►AS17- ARM AND LUMINAIRIE I W AVE. NE e l 1 e 1 r I t e l 1 t ! � 1 � 41 ! ! !•� i �'!';�< °!�, .tl�t�.,tl �-{r, 'tt`�'It ,{t ,�.+rt,,l.r,�, tl�•etr, ! 1pC11t9 3 ]( �! ! � t Z 1"• i � 1 K• 5 + `rlicrolssm 040ar t 'Puget Sourof-lb nwigl f-a �f,:--..[ Eli ! !f ctsl F �9 t L S i > E F ■�t17Mt1Htl ���)��111lif �i�lfli �l lit lil�:li ! 1 l�ltllf.iftrlt. {�,.�1{, �I�t�t .:! Ili 1 11'ti ' i � a r,.!. { It �I�•I ( � 1!i'� '1 t 1 ii ft PHASE SEOUENCE C HAif 0�f 7wA`o IYVI cm.] /. THE Co/v7`r4UL.LE.R SHALL BE �+ SOL/p STATE MODULAR rYPE FOR rwo 2) ah',4._S_F._S 2. ALL MAST ARMY MOUNTED HEADS SHALL HAVE 8ACKrL ATES A,NO TUNNEL VISORS. 3. EACH HEAD SHALL HAVE ONE SPARE WIRE. 4. STREET LIGHT MOUNTING HEIGHT SHALL BE 30' MIN. 5. CONDUI7' SIZE SHALL BE AS SHOWN. E. ALL SIGNAL HEADS AND MOUNT/NGS SHALL HAVE POSITIVE LOCX Fi IACS AND FITTINGS WITH WATER, 77 HT LEAD WASHERS. 7. CEMENT CoNCRE TE FCR FOUNDA rIONS AND BASES SHALL BE CLASS 4'8. " 8. JUNCTION BOXES SHALL BE TYPE NO 3 C14 SIZE TO FIT REOUIREMENTS. 9. PENF. TFir.AT/0,V LJF ROL E FOR MOUNTING SIGNALS OR PEDESTRIAN .HEADS SHA L L BE DONE IN FIELD. PEDES RIAN HEADS SHAL L HAVE A MINIMUM CF F' CiEARANCE; '. ALL. POS i S AND ROL. f S SHALL BE PROVIDED WITH HANDHOL ES 4N'o COVER PLATES. I? FOR D>F' 7:4 IL S OF POL E SA SE SEE, iW S H O S TO 2/d /N SPECS. 13 EX/STING , `IGAfAL SYSTEM 70 BE REMOVED, SE2' SPECS 14 EXISTING STRE:EE T LIGHTS AND TRANSFCRMERS SHALL BE SALVAGED. 15. SALVAGEO E-(}UiPMENT SHALL BECOME THE PROPERT r O' rHE .C17'r OF A4181IRA% ( DELIVER rO AZ BUFFN MA IN TENA N'CE YARD i6. CONCRETE IN EX; ST/NG POLE SA SEJ SHALL BE ,4EROV.ED TO A DEPTH OF P-O" BELOW FINISHED GRAOE I7 LOCATE CENTER OF POLE 84SE 2,r5' FROM ,BACK OF CURB. /L? EXISTING UTILITY PC'L.ES TO 8E RELOCATED P'Y OTHERS /9. FOR /N TERSEC TION DE T,d i L S SEE SHE f T NO 2 2C FOR •SCHEMA'176% WIRING DfAG.RAAd' SEE SHEET No 4. INSTALL STEEL TRAFFIC SIGNAL STANDARD AT LOCAT/ON INDICATED IW'ITM 2 SIGNAL HEADS (0 8) AfO'S 5 8 6,/4 F T. 8 26 F T FROM CEN7-ER AF STANDARD ON 26 FT ARM AND 2 PE -DE 37RIAIY .S/r;uA! S nn's_ Ia 8 J4 , (a R B RA R<-saEr- TIVF'LY) c 1 INS TALL STEEL LUAI/NAIRE STANDARD) win. TRAFFIC S/GAiAL ARAM AT LACAMN INDICATED Wl TH 2 SIGNAL hFAD5(0A)N.7'S 3 8 4, 15FT.' 8 5OFr FRCW CENTER OF STANDARD ON JO FT. ARM AND 2 PEDESTRIAN SISNALS AV*$ /I 8 /6. (OB 8 OA RESPECT/VFkY) INSTALL STEEL TRAFFIC SIGNAL STANDARD AT LOCATION INDICATED W17- 2 SISNAL HEADS (08) AV F T 8 8, SFT- 8 20 FT. FROM CE,'YTER OF STANDARD ON2OFT. ARM AND 2 PEDESTRIAN SIGNALS NOS' !O 8 /5 (08 8OARESPEC- T/VEL Y. ) 1 NYSTALL STEEL t.~A&E STANETARo NHTH rRAFFiC S/6NAI. ARM AT LUCAMN 11VOICATED #1rH 2 ,CNAL HEAD5(0* N0!5 / 8 2,/3FT &24Fr, FROM CENTER OF STANDAR0 ON 24 F T ARM 49 2 PEDESTRIAN SIGNALS A40'S 9 8 13 (OB 8 BA RESPEC77VEL Y.) (.5 INSTALL INDUCTION VE'TECTOR LOOP. SEE DETAILS � F AND SPECS. �" 6. ' N TA HEAVY DUTY JUNCTION BO-Ar S LL HE J �/ INSTALL CAB:NE'" AND CONTROLLER EOU1PIM£IvT. SEE SPECS. P S T A✓f- IVE ,9 4 61541RN AvE d � t MIS"" //VT1- R E-C `zJ�t�' oMPP. OVEIVE iVT,� wn Wrrrt ,l, _. aw�KL.L'._� I �+o , OLL CITY OF AUBUR*1*4 cw�rxrla`R L r , �. + WAS HINGTON wao I s WASHM STON 1 ow4-DIS ?" MALE �. �%, 7 gypsy - 11 NI vts.+ j Kira. Il -k7l• i. 104 mop v i goo > �! n z r ^ M V, z COIA T CC:p ; A g � n t .I ♦ G ' F ! ` i to n > 0 i S � z C 00 C -m Z v HE -AD P OA w HEAD / OA o �o cu v 7M4 -G rA�_ 72.G_ Tl3 --w _E. ' W _ L PE•DHD/3OA CIO ;k Q., :b no 1 }- 1 1 ' HEAD 3 OA PED. HD 9 jO8 PPB. 9 r-- *Mae ftuamb ~am 9 j--__ - ---- �- 0819 1 r IT, f j � rT nt 816 NJ Itb - C f tj IF 4-4— i { C715 j 714, .7141 Gp r + i i�4? �641 6541 /I636 652,633 $ La_ti .631 , i j _ Y. C', 771 L61 6 _ "U -t - - ' R- �7T t" j 516 i {516_ F {{�- �V !w d to ti•�,; r � ! 1 j �5r3 Q)i__G 5�4. `�G { { .�.0 W' S,Oi 509, 504. 5031 501 _ _ `1 ,ate+'...•.'.. f ..an•nr rjww( .rt....i e.�s+t. w.nc... 1 I{ L 0.4m Ilk R i I I j PED. HD // 08 ! } I ! ! i { j I Vl c� a i ,;;in Li I�r�CC� a n _—^_m 2A ✓�f v ra�la.aaald ---- R/ W LINE -NEW RIW LINE-EXISJ SACX OF 51DE AL. K CURB -w -----8� WArER MA:N sD ­-3rce STORM DRAIN -4->- UT/L /rY POLE 1-1 CATCH, EIASIN "I f iRc HYDRANT 50 mONvwN r T WATER VA V£ o MA&HOLE Jv�i a 5N / 1riSliP. ^fit '4i�—'i�C'' I✓'�'�iui11C'A�.'�i'LCi' Cii. �L.in' 'ii' � "CLY'Les'r7r' . w� " ---- ss � ow Ses TRfPE- s = = = a a am v it s i � t E i� Y! r SHOPPING cell rER j� ram• !�� � .WSJ t��— !�� .111 1w� r A !�_ —.— �Yw w� M� �.� .i Mr 'SRO �Y� ��f .®�P �OY4 +�� •aiiY O�� irli M�� �A al�� �� YS' ~—' ( 46 ww = mn- a= mt ser s�1c• a a1� •>ffi s is ar = sr � as s s ail 'a .YC a m! a as �c z.. a� ss T .� a LS �C fC fc .�: sx a s zw aG a, / H 4k- a S%OP 8AR - ._. )r - XA L K -8- -5 TOP -AR —DETAIL S ` HOUSE . Y r r ,.•�I `.��� s ���� ONL11` PAVEMEN e A+I sm i. TYPE E-! Cl." Ar BAcx of SIOEWALIt' (SEE DETAIL THIS SWEV BALL AND BURLAP ALL AFFECTED 9VWBS WI rg1/V �►� CONSrfiVCTED AREA. STOCX.P/L£ ON A0.IACEN1 PROPFRry a� —s� 4"CONC. SIDEWALK --- 2 x - T YPE "A "corn a Sl/T E . # A. PW. A. SrD A10 s 7 - f N-vRrHFAsr ccwNip ok%r ` S " CLASS 8 ASPt ,, CONC. Y --- a ".CRU HEO SJRFAC ING BASE CiJlal.RaE �. A cluI TIONA L PAVEMEN r DE TA IL. .4 �.� ,aaras aa�s. w w.e�u wwr «w� ��� r�� ��� aa,r nay rear w� aver w �.�� i� a..� —..� aa.—w +nay —>•� ,�� w� .ter• e� ...w .� .�� :_r �_ + w.s. ._... �. .�.� +.«r —,«r. �.. �� .rM. �rsw .rr� ,.sue. �Y� rr.t .Y� pt s x a _ ._. _ r = ffi a 71e a S 2s — x •les as ass An ra S r $O"REVERSE CURVE i -- _- /Q!7' 4 i .-� 3 0OWL E MLOW S7'•RIPE i �` SOL tO lYH/ T£ STR.'PES l4r / 3` s'!C. Sf#ALE rfLLOiV STRIP£ t : }� SINSLE L00 w#rf- e---- $ • , P T ! f , i rY . � DoUOL E rFc L ow SrRSPF- �� SINGL E .SOL /O WHI. 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IRSTAL L MA rg-i ARRGiyS r WN/rri % F nETA/L, CRA*7W AM 44*,FCIF1C'ArIONV. sk 9. INSTALL CROSS'- !�'ALiS ANO 1d" WHITE STOP BARS. N'N/ rE PAINT STR/Pl�S Y� l3q 0 f 10 OF CROSS -WALK SHALL BE 6" WIDE, f�-- y !O. INSTALL PA11V r STRIPES FOR CHA NNEL IZA TION AS .SHOWN. YFL L OW AWD WHITE STRIPES SHALL A.eL BE C*WIAE:(SEE LANE 40IARKE.RPLACEMENT DETACSivT2) U. V rIL I T Y POLES TO BE RELOCA1°ED BY OTHERS. _ g- 12. FOR 516WAUZ.,07 04' !)ETAILS SEE SHEf r NO 6 - - SD —__ __--- 5G SD SD1' RESTiAW PLANTER AREA ON SCtit/TtiEA,ST CC1!4AIER T0 ORIG/NAB COWD/T/C3N. �'1,�GLE• Y£LLifW :�Tf?!PE � _ 3� � � � 44 slnlol c` rx'u ow r It -s. RloE• �1 Li B ----- --_ -_ ;�r _ -- - -- -yip'- �� 7 ; a .x as m s,r aria ~ ~ mraasaas aec a aiu w Ara avc a seta as a� ns s >s r w w. tom. aoz a aaaa aaae nr av ,rra! rt a 's. 1 i iS - 4 r! ra a'a_rsc a+ra s �a+�-te >1s--: sue crier::--s - x:.r�-_�� "• -� L1 {1 k , 4 4 .tom_ rCH LIME ' I x - : i'F1tiF.�f�.`,�It.I.i.,.�.,.t.,,,�a� � f +.I, ! ,�: ,:,. ; ,t.•',;: ;q. .t, SI ' A.ysrx :io�e►�d�rrsfc f n k,, r._f:. r-!.'J_i ^JS :�-Y� 3k3 'a,p Cap, ('ZW 62t -;aC Sit pit cis _ zts I;, ;vi �i q ;s c I.')r'i``�'� I.it.E'lii:' (f� ;'iiii!it':+I� ail.p�ql;-;�tiit„liil!'I`�Iflift I...",;v1•'I r� ���� _ I I rERSECTlt N DE TAIL S a i s EAST MAIN S r'REET 4T nM er ,5 rREET •,' • `' AUBURN W TERSECT ON IMPIROVEME'NTS um CI. "`' `'IM.ram CITY OF AUBURN WASHlNGTCftj,F ' �w,Hier SEAml wrw o.— It _ WI►i!'i"TON j Hain . ■twu i -7i SlF It - .212 % 51 4,4' t LEAD - IN CABLE TYPE I A ,a js C p iaf t, L f-AU-IN r __. __ �_ _�f . SPLICINCa ARRANGEMEN. 3 I! !Af PULL -BOX l S RiC i COWNErti'r.IC1{i+' f vR 5EPARA1 rE LEA006 aI?iE`EIV OPERAMW / AWE APPR0ACH). r YPE LCI + LEAD -flit CAOLE IV#4, 1 SERIFS-pARALL�'�L CI "C?PlOff SACK TO adrX (/)1 OFFRATOW 7"W APPMUCA ES1 GOlimCT' APPROACWS 244 IN SERIES rO AMPL "FIER. - A r. 4E 1 a 1.00P Di TEC7V1? DEWLB EAST` AM/ 5TREE T o k/LN% rrFE�� I s s 'r i rrPE- 2 AAQ 12 fSHIELDED PAIR) {� fR 4 ND. 12 / 2 SHIELDED PQ/R:' G NO 12 ! 3 SHIELOED PAIR) 10 A10 12 (5 SWLDE"D PAIR) A5 , / 14 r CONOVI T. 2 MO. 12 ( / SMI£t. r?EG PA /R; Comm/r, /O NO 12 4 /110.. I 8� 2 " CONDUI r, 14 A10 iP (! SHIE'L DiE'D PA IR ) owul r. re 1w. PC r z SHfcLOFO PAIR 3>'4" co*DUl r, 2 Nt? IP (SERVICE) WAPIIIr <'Ar"r17111< ► ► I rr f f ,r s %y yr ♦ is, i.I V' W ir. } � r 8 e rrR r—.A son, rc._-_-__---I rAPER,ED STEEL POLE WITH MA.; T ARtit. TAPERiED STEEL POLE .W.IrY MAST' ARM AND LUMINA/RE, ----� SIGNAL HEAD JUNCTION OR PULL BOX ----- R1G/0 W rAL UNDERG+iOIINO CONDUI r (NEW -� PEDESTRIAN HEAD I.NDW TI VE LOOP OE'rECTOR 2 0 SOLID SrArE L FR -- L C -- I "DfAm s m E T L /GHrlw CaYD+f r ;,_�• PE'DE`Srf+TIAAN PUSH BUTTON(ARROi4' L'# sleNfN O1RECr1ov OF CR+Q SWAL 10 CUT 450 DIA60NA4 ON CHAMFER M PREVEN r i . ,.. A ,,-- slowr 8cws /N w/R6 S CONOW rOR MAXIIi!AW -� PER SLor. ,F htw REOtlIArA A&VrIONNAL SLOT SHALL Rr ' �i�►ADE. 44-31 43 411 iVt s11 -flple A 8" 8" 8" I, Ei, 59 4 5, 6, 7, 8 S iGNAL HEADS DON. i WALK , if 1 INAL.K I 9 T HRU 1r TRIAN HEAD� a,=. -i.r i., rr .r,!,..i'i i,+ r rr z, 2� .{ II• i ' si r. I cs��d-`� ��'�_E.w.�.�a-:,n+Grc�n'f;ci.�,c �.a�; iiab)i21•�57�0 ell 00 i!j!tf}t±iiii9!iriiiirN ;c f:LL swr As wrry A( - y I E NYLON am£ Z oOP swT DE rA x a a� = s� la_��£D♦ r r EAST A/AIN 2-1 • r i a Cl y oA 08 ,+tfAtOS CHANGE re) $ Cl4A"f TO ON j� r /1 �I 47 A r 1 /ri .'T I 1 A 5,6,Z8 R R I c- .04 i R i 9010A 12 Doi OW 'fit, D'W j _.y ♦s aw ♦r fl.Mt r h 4 Ira - i �a ,iarv�:i�lr<rnr [ur•i ASPKAL T OR COwcRErE ROADWA.r Pf ASE- SEOUEHCE CHART mr: a r V V' I Z: % THE CONTROLLER SHALL BF A SOL /D S TA TE- MODUL AR T r.PE FCR 4? PHA SE'6 ALL MAs T ARM MOVNIi -v AftALc IYNA L. L IfAV& CACff.NLA f S AND TL'N/1r'EL VISOt. S 3 EACH HEAD SHALL HAVE OIV£ SPARE WIRE. 4. STREET L /6H T MOUNTING HEIGHTS SHALL BE 30" MlfV 5. CONOUI r SIZE SHALL BE AS SNOWN. 6. ALL SIGNAL HEADS AND MOON rIN49S SHALL HAVE POSITIVE LOCK RINGS AND FI T r/NGS W/ TH WATER TIGHT LEAD WASHERS 7 CEMENT CJNCREr ' FOR FOUNDA:r/ONS AND BASES SHALL 8E 8. JUNCTION ,BOXES SHALL BE' TYPE M. 3 OR SIZE TO FIr RE,UIREMENTS 9- PENETRATION OF POL E FOR MOU.NrlAto SIGNALS OR PEDESTRIAN HEADS .SHALL BE OOV£ IN THE F/EL G. /0 PEDES rR/AN HEAO`S' SHALL HAVE A .MINIMUM OF 8` CLEARANCE I / . 41.i. POS rS AND POLES SHALL BE FRCYIDED W17 H HANDHOL E'S AND COVER PLATES !2. FOR 0i'TAILS O.F POLE BASE SEE W.S HD STD. J-Fld IN SPECS. !3. EX/SrING SIC''AL SYSrE'B?' rO BE REMOVED, SE£ .Sf'E'CS. I4. EX/STING 7 L/GH7"S AND rRANSFORMERS SHALL 8E SALVAGED. sALVAaED EOUPAWNT SHAL L Bfrak+E PROPERTY OF rHE C:'TY OF AUBURN (^DEL I Vr£R TO AUBURN 40A IN TENA; NCE YARD; r'6. CONC Rf TE' fiv E.X'ISTI.HG ROLE BA SE5 SIIi� L L 8+E' RE/NDI/ED TO A IAiEPT�'! r I' BEL.OW FINISHEV 47RADE- 171 EXISTING Ur/4 I rY POLES TO BE RE'LUCA rE'O 8 Y 01 HERS I R FOR IN TERSEC T/ON CJE U& S SEE. SHEE• r Nat 5, /9; FOR SCHEMA? iC WIRING DIAGRAM ,SEE SHEET CVO T A t INSTALL STEEL TRAFf IC SIGNAL STANDARD Ar LOCATION IND/CArEO . iWiTjV .� 2 SIGNAL HEADS (OB) IVO*S. 5 8 6r I3 F r 825 FT. FROM CENTER OF, ,SUAWARO ON25FT ARM AND 2 P.EL3F_S..ilh4 1' SlG:A!}4i fi NrrS 1` 8 /,E (0B AC C,r TIVE.. r. i INSTALL. :J STEEL i RAFF/C SIGNAL SrANDARO AT LOCATfEw IIYD/CATRD iYIrH 2 SIGNAL HFADSr/A) NWS. 5 8 4121 FI, 833FT FROM CEA!ft':f. R OF SUAVARD C11 5jFr ARM ANO 2 PEDESTRIAN SIGNALS AV OS II 8 /S. (0B8 0A RESPEr- TI VE'L r) ` INSTALL STL LWIMAIR£ STD_ *FrH TRAFFIC SI&VAL ARM ATLOC47XW INDYiCAIW WIN Z SIGNAL HEADS (08) NO"$ 7 8 8,21 FT. 8341Fr. FROM CE#YrER OF STANDARD ON Fr ARM AND 2 PEDESTRIAN S/GlYALS MD'S /0 8 13 (088 0A RESPEC- 771 VEL INSTAt L Sr'EEL rpuFFIC SIGNAL Sri+muRB Ar Loc,?rmw ImalCA Ter wi - 2 SIGNAL HEADS (0A1 NO'S 18 2,18F7- 8 301Ff FROM CENTER OF STANDARD DN iorr ARM AND 2 PE DE' rRIAN . JGNALS NO',c 9 8 13 *'08 8 0 A RESPEC- '/ V.E'L r 't !NSTAL L INDUC rION DE rEC70 L00P. SEE 11E TAII. S THIS SHEEP AND SPECS. 1N. S U L L HEAVY DUTY JUNC TION BOIL. T i INSUL L CASMwr AND CONTROLLER EDU1PMF1 ?7 SEE SPECS SIAEWAL K W S t ar r �i 9` RA&US op W: EP Po` 9- -- C r�s4e Dr4 Cc Er s rw r rt-R 3 i'zJRN.S PER Four THRo GH CONDU/ T 'O PUL L BOX OR S/GiYAL BASE. DETECTQR WIRES i raw` frd PAVEMENT CUT E" L E71jGTK AF vARAEw gOSF AT POINT' OF ! /p' comoUI r LOOP CONNEMON rO PULL BOX r � 1GNAL/.-_'AT/ON SET 1L,5 AAST MAIN STREE-T AT „M �, STREET AU8CFeN 1NTLRSECT,'0A1 IMPROV/EWNTS �,, 4% a"` .r ---- CITY 4F AUSURN { ""r<' , ' - WASH1NrC TC}4i,,y OONSe!LAW S"T" �~,� -t .V SiiNlriltS WAl�I�G i �. - __ 1 w t M ---,�, 71 1- TR •j i j 7 `. :.+a ...vn._.:.y. y .., ._ -.. s.:.._.r ,... _ i.. a. ,.. I�, K�1v . .__ °- •.4e•r+ .k. A/nilkk....._.r _ - 1 ma<a ll�l. ✓• .war«+srw..r►s: ..�a._. �Iw F.:a. s..rra+e..Jr .s. - ..,M.row.ia.V.Api1N �uik.w•.,A �.:+.. y�, wi.:... w.. yA "y.. ` ��k�. .-aw-•s.e.�..w+wra+.wwrw��.k.rewk��w���w�� _.. ____. __—_ i I I I A "1' 11 F AL T! G l T2� G.1-612 Pot4/ IYU 10 VA � HEAD / D. Mof ,7 VC4 ��- 72_ -Y- PR9 9 722 ru = / ITS /'"_-_J i _ M 721 j 7/4 17 or 713 ell - - - -- p 71/ 44 1 I I , 1 -i '646 6 �64x , 1 1 I i I6361 I -v - _— — -621 +--a_. 5/8I 5I7-i I i f i i 5/6 its; 1/4, j 5/3� t ' i,--Ij l�510 {` s09 � . I i l i l i I i 507 03 505 502 s '�0/ N j 1 �j tY jb � w > � of I i I C n r �l 4A � t zD LIB r4t �-� -V�b �Y- T' ,,�•? � «jjtj i�; �•-- ,, _-,�; — -� I �;f } A -�� IC[--�',�-�" ,c _- !I JJ��//��"",,�yyf"��//�'T.r� _ �'i^^'1y}R+ -� 7%'7 (- 1• C`. �I I�—`"•; A_dTl��ii /j .—.=Vti\ I�vGG :.y'. a _«'.'_:7 �.i ;i :J 1' 3 U •' ••v r.._._. _•- .��rl .! 72, QED HD 16 VA PElJ. t11 A15 WR ppr�y jj T2'� �A � 77 723 7,?P i 1 I I 16 PPS. 1 i I I I I i • I I I � I i i I! • J ! i I I � I j 9 I LEGE1 VP, s4. ti RIW 1 .'NE - NEW ' it R/W L Ift - EXIST i EDGE OF EXIST. PAVEMENT CURB FFNC£ P !, STORM ORAIN,06B ' UTI.: !T Y POLEf y! LIGHT Ri'L E w CAe CH BASIN ! �' i� MA1'JNOL TELEPHONE VAULT Jf Ryt�� 1 ci i U S U • S' N WA Y SOUTH 'i +Ve� s� ss. ns�. a� 40 � ..� � -�.� �� +�. �.� �� �� _A� ..—.. �� ��� a�w �+ ,•.� raw n.�� ��. �� w+ �� a�u� �� ,r.w .� a—• �. p f - �... �j � of ; sse xx ry zs. axa cs eur: ---- � u zxna � jam=m :�� i T -- _ �' _ ' 83.-----pull i SINGLE SID -- _ - T-- - rR/P�s -- ----- OL A RAISED ASLA-AV 'TYPiE Am' TRA,4,11C rJ•96 r Ili lq}I ilk} VVi 7Iti/ f i t 4� 1./ f f �f • - 0 v%IV s anry -_- REMOVE 4L . EXIST: PAI1V r• STR/AES, %RAFF/C Bl/T TONS AND LANE MAR1('ERs jo ii E ! � GON.S ?'RUC'TION L /SITS'. t?FmOVE E.i'1STIN6 CURa a GUT TE•R, 1 , -0, XSt'AL.L CURB B CUrrE`f. IIVS TALL CO3VCRErE t 01r'CINSTALL Trp,-, a' CA H SASIN OVER EXISTING PIPE. REMIOVE ROCKERY W17,HIA( CONS TRLIC; /OA( LIMIrS. STOCKPILE ON A1041 CENT I AS DIRECTED BY THE ENGINEER t 7 INS rAL L IO TRAFFIC FFIC 81/T rONS. # i� C INSTALL RAISED ISLAND W1 rs TYPE "A" TRAI�•F1C cow ASfWALTli' CONCRETE, SE £ DETAIL BELOW) fl (9 INSTALL rYf�lE "C TRAFFIC Cl`lRBNJ 4 f11 j tf K2 INSTALL TRAFFIC ARROWS(WHITE). SEE DETAIL, ,ORAWANG /# $PECIFVATII�NIS INSTALL CROSS -WALKS AND /8° WHIrE' STOP BARS WHITE A4ANr STRIPES 0 a ,� 1 WALK SHALL 8E S WIDE, ; :VSTALL PAINT STRIFES FOR CHANNELIIArI01V AS SI+UWN. YELLOW AAV WjYlT1 SHALL ALL BE 6,w W1AE, (SEE' LANE AfARKER PLACE'N'ENT 'TAIL, SET 2 k A + 4 FOR sS cmAL IzAvav IJIE•TAILs sec s HE rr NO, .9 amass 4i 1 - YIELO S/G/11 ....- t -,wI .�. : -- ti SOLID iApe=t !/ V� s -��- �r• _" _ �( _ -use ��� r IN SJNBLE OLIo ! Pe -REMOVE- EX1S ' STOP BAR D YELLOW TRIPE 1 ........... 7yp ►- - - -- r- J~ 1 , YE L LOW Jr �. ---- - 1� .� r�►� Q }TRAPFIC S `- /. am RE7HOVE EXIs i 21R ' STOP BAR - t 'X F — - -_— EXIST. GUARD RAIL_ � '— SA,Y �� _ --T..-----..mot 1 a1N6LE SOL!v MWE STRIFE !r. ' s r� .�� .�_ �� —. w_. _o� _�1� �� w. �� r �� �� �.+ ._a. �� �.. �� w w� .�� a _.� •yf�� �a �� V� /1 Opp 1 \fir �Z Y, £L D 3/6rl M`S1GitfsL £ } SOLID', l YEL Lop r +! STR ` s+ 1 QA / o , ! VARIES _ �;4R11`S �' t T�;L I —Fro N rYPE A ,�. �^+ C, B — y' •___.tea Q Q /1/�jj�f'� 141- jY 6" CRUSHED SURFACING 8sAS�£ COURSE ADDITIONAL I.I VEIWE1/T DETAIL MCAT �_ f �--- ' PIPE OVER EXISTING ' •., 0•• } v.i f INGLE SOLID YEL LOW STR1PlE ! �2 4i L ASS 41, .a,SPN. CONC. tiF ya ' jar TYPE "A" TRAFFIC CURB — - ---- ,L - ,EXIST A SPH PAVEMENT �R t• a �� RAISED ISLAND DETAIL " t 1 _ \ i y i _ y f i — Ill .49 Rk 9 �`f'j'i'�'f`�'!'�'t•1 !'t•t',!•�'('�'!�'!'1't': i ;�;�� ,�•1'r.i`,����-�=,.Ilfi!.l.,�il!•1,�•��j j MIC111Ef 1! :. �1 ai .. hi Micro iffn Oeafftm nt .p,.-_.�� ',P,F�' .-'.rv'3e"t,• Q%:621-.t:iu pt it O,! !K ;>; !L la L ,r jf it M� E?Nl.3A! l l lu<1l��.�l.Ilit�!lll,i;,I�.1,llrl!i!11!iii;ifl t�tiilj!Ilfi};�?liu 1,!;J(f!,�i�'}Il�t!:� ',!1 ii{i:.:',;'I ,�l.;�'Iflfi! :;!!il• 1 h { 1mmclo TERSECTIO/V DETAILS ,AUBURN° WAY SOUTH AT DJC• 1, mD STREET A&S�1RN 4AI TEI?SECTION IMPROVEMENTS 000wmwmw a� Ci0/1�U1.TW6 SIA1 U S WASH046TON Vv'�tH N repTONQ.f •�'' a 8 I2 l SHiELJLa f PA?i?,l ^^AjlX rr 0s �i.� r�g r ^u1c' rA/rT' i rdw i.. �lrv4v r, ,� lwv. in t f ,arrr�� , Ar %T, NO 1`L 2 0 CC',ri'.LV i T, 1380 0 /P l 3HiE'JrAFG PA/:0) 1C.dMZ%f/'r 29 AW len .f -5 lYfrLDEO PAIPR) i� COW Ul7, 4 40 4? NO i? %" t; 0i'+ ou/ 1; /0 NO I r? f f S&VELLW POJR i 2 y MYDdi r, J 4 NO /2 ! 1 SHIEL L07 A4IR 514* :SCrvt w r, 2 Nw !2 SERVICE.; ly IrRPvc SC ED .iL E r p yJf i �r r ry � tsJ rr} y /1 WA soui na r-- `r p. i J\\ f - y R Pam--_"•�__....�_._� w LC r�.nraw+'•a • .. a I i AO 2,.5,4o /3 5.,6,r, 8 SIGNA L HEA•CIS r W A V TIESTRIAN 14EADS i MOCKSiAl Y ..� �:i i ttr :1lZ2A�TE!�OAY f .kcr `xx r+-Iifiar:r;ri r., _. f r- A*% wee s ate^+ A I-._ .r L. Is N A 1�Ac VZ�./VLI WERE& F Wl i AST ARK. rtit-' STEEL POLE Wl rH ,V.4 S?' .d:P1! RNLI L UM-4,6rli ME SIGNAL HEAD v //J!' rlc?N G?p PULL 80X RE'DJESrR!AN HEA0 IAIDiUCTIVE LOOP OET'g'CMP 0 SOLID S TA TE" COlrcl rROL a..t :Y O4/1 r PC'OES, d'i<- PLU MIASH SiJ."r0 l% (AR ROW ON:z rG,V ills' ZJIREfC If OF CROSSWALK) v A hill `i®i� < r •:, s r ff r ,4 I ti1F ♦ Kwa -%or ?I' T8E A .:tf�f_IC 7-A r,`�- �0,91.I AR `YyPPE FOR 2 rRpNASC.S.. e . ALL .LdF_ 1405 :.� H%+i. L H,4 H'F ! ! i y!�t�. w. Y r'1. ®(•,{i ,i !4•' i •- ✓ �' A.d"f ' 'f .7SiJrf %1if 1 Lr� HiC /ii/ FArH i-iEAD SHA/ L HAVE ON-F SPARE W/R£ 4. s TREE- T Z i 4=H i MOU ri'lVG tic IGRI S SE 50' dfs,"Af. 5. ColVol // T .S/7 £ SHALL E7c AS ;sHGTWh`. S• .ALL SIGNAL HEAD-5 A NG` MOUNa INGS SH4L L HAVE POS#Ti �'E RI'JV ',; -! IVD F! i` MV 5 W/ rH WATER T/0 Hr L 1- ,s C 4A S,' EPS, 7. 4 EMENT COA C RE TF FOR �nVAIDA i 7C`IIS AI+dE EASES SHOL L 8E CLASS "9 8, JUA-V T'r`..)' N 9 v^A17S . f:+A L : YE 7 Yam" !ifGJ OR 5127F rO F/ T 9. PEI E MA TION JF POLE roR mouvrING sIGNA L S OR PEDrsmmv H.EADs SHALL 8E DONE tA� 7 HF Fi'EZ-D, S/ iVAL t/EAOS MO✓N rF0 ON Pas r;5 GR ow cmes SHALL HAVE A MINOJy VA( OF IC' CL E'ARAr'ti'CF_ .. ,x=ES'E'.57RiAIV READS •a�'Ii,As „AVE- A ViNIMUM OF 8" Ci EAR..°.NrZ, a? 4L i. PO'ST15 ANC) POLES E .SHALL SE PRC410E'Li 0-17H HA'NOHOI ES AhV COVER PL AT r5b. 3. F�dT Ui ti eL S v% POLE BASE SEE' W S. H ' TL7 a - Zi d N SPECS /41 F-11s5 T/NG SJ16N.14 SrSrfV rc SE REM0VE40 SE-E SPECS £ �I: ; der �, SrP6 E r i IGH " ANO �,F��°�i 5F0RMc RS rO SE" SALE -AGED. lS .S.4�:AGE, REicawc !"HE PF:wPE..:4'TY acr i'HE' c/Tr OF .4te4mv; `4;EL!AM`l 7r, AtI£URAl YAFr'1'i.r 'T "9sHG_^�RE4OVE� rONRiPTH OF r'HELOW C lid EXISTING U TIL I i ' ,r-'GL £S ?"0 9` PFLOC4'rED BY OrHERS. ! FO+ ? t' %-'_ %'� Ec' T.?U)'i! iL�" 1 %�01`L S SEE SHEE T A10.. 8 r-:10 IL, c_ CA77r' c'! �.Es1l� TFR OFPOL Ely ,416D 2. 5' FROM 6ACK OF CURB. 5%e. ,'{7�jFMA•. rx WIRtr't,'r' r'�'CiRAM sFE sHG. r vc, f o TR7F�fSNAL4?iAT14'SrALL STEEL LiMfIVAIR£ 57ANDARZ �/.,.r— LtC4rloN I D IC•'s 7CD WITH 2 SISN:4L HEADS (t 8) AV $ J 8 4,3TFT. fffT-*F'kr , fRCa d cdNrER OF S7.ANOARO ON37 F'" ARM INS",rA.LL STEEL TRAFFIC S'vNAI arAN[)ARD AT itocAT/ON IND/CATED wirh � SIC=hiAL HE'•ADS !' ; A 1 • `S 5 +r 5, ; 'FP : , 3 F T FROM C£/ViER OF SrAlIfIJARO .� ON 37Fr..4P41 /A'STAL 4 STFr"D LLJ%WAXF 57XJVVo4FD F 'ITtI Ti?AC' s7zymwL AAA A COCA TdC`N lAV/CArFD W177P 2 SIGNAL M- .4 05 i i?BI NOBS. / a S , Z? F 7 8 ¢ l OM :: EN S-R OF S T.d.r3 DARO ON 2P ,F r ARAM, ANL? s PF OESMAN w ' -tV,4L S NC= S / O B .� / (OB er ATA RE ,.S`PE`•C rl vEL Yd . I?t.5r4 L L S ELrM rW FF/C S: CNAL STed N ARig 47 0CAMN INOIC.4W .'�►''% T t. 2 slG svAL HEAO3 rw) IL-dO `S ;pa 9,2oFr 8 ;.3F Z" ;RO!If CE•N?'E•R OF SIAHDARC +9dv JjFT ARAM, SIGNAL HEAD (0 8) VO. 13 ON .STANL ARO, AND ;' RE DESTR/AN S/CiIVA4 NO i< 10A: I.NS siL L 1,,V40UC'"10-ji UF. TEC MR LOOP, 'iF L'f T-AiL .: SH F-, T i'AJCi 6 AN40 SPECS ��+ ;;y,/ALL. �avr /.Li-Y �Ur�:•rs��.�v :�ci.�: :1 'S?A'J. C.AB:hE'' 41W) C0NTR0 - L ER E OVIPd4 ENF SEE .SPECS. ' NS'TAL L -PFDE STRiAN SIGNAL s rA ,voA ?O Ar ;.ccAriojv lP/DICr47"Eo W/ T,H ,-0F! f-,3TR/A!A1 SIGNAL "N0 .9 ' 0 Lr ; i /47 AiJgav f V wAy scum 4rDoGwooc STREET VAT* ! 1WItAi ( tt7f�isei.ur ; — �� N CNASE rQ. � L CITY; OF AUBURN j �OILS..�� YI�MiWts wAst+mt� ' { .��,.� ^.- I Sid A / 4 7 SM -I .- o z,ev} N- ➢P [ .. _ �. � , :r'., l �: . .•<... " �;ih h•.. "� _� et. I. 1 ry4` a ` t `•': _R`' ` �'. �'� g e� 1f��i�e4� +•b `v �' 2.. 1 -I ,..I a r e'-... �'. �.�.'. �. r� ,t .,. :., r_..T.,- -�•. .... jr -. `S. ,.y„� _ `R. 4S' .-er �� ��r � "S.�cl ��F � 7° E, .,:*M . •r.. I � _ . :; <.; i „ . ! �-�h r., .n• 1;, ' ;4 7,!hS s �y. rY '�. .+. i.= n' R k_ r, u SA M i • HEAD 3' 08 d1M qq 'I, 0 '__r r ,� t A •�-... C�2 . y W HEAD 4 08 i "MOM r._ I r- c B/9 8/ I AJ6 �? 1 .� 1 2.5 we 4 722 7/5 I 7/ 4 I 7/2 712 696 644 643 642 i y 64 r 1 !t �•. 6361 1 5.34 6.32 626 63/ y / f r9 i / 1514 51 5// I 5/0 I 9 f I BMW 504 WmMim '"Mom 015 ._._ .......__ J L ._.. _... �..._.. 1} �y,� �"'? r • 1 t�2� k, 1 ��. I f. �/ Y r: SV�Y i+ -� �..._R K^Y.tiT• i� / y^ . • • I , 62" y . � i r "L k • 7/2 6 _ I W •4 , 6zb ,v PED HD. / / :OA PED. HD 1008 j i !I w ,- ��we MEAD HEAD Y. /8 ' ml O 1 IL m —t—i 'A . .. a �._� F el.- _ _ - r:.a .q�;,/.. {•. ,.��.. �I ;� , ,i `y d yN, r I . 1 -.. - ! ,µ„dap q{��¢,`Ey.ife�w•��" - . � r .. - � � _ � � .r - -- - - URVE_____ DATA LOCATION DELTA RADIUS TANGENT ANGLE -A EAST CURB 23 -°5S- 2B` 250. 50' ' g8. 80 96 . / B B C�NTERL/NE 23'59-28 W3.g0' GO-00' C WEST COR8 23-59-z8" /76.5*0' 37- 79' 74. 5'Z _ 2727� I Z73. z �•I(� .?4 ►-- GUT EXISTING"PAVEMENT :AND REMOVE ' PAVEMENT TO THE SOUTH NEW PAVEMENT 70MATCH AT THIS L/NE. �;:�.._ ......, ,, .,,. . ,�::�m�•_:•:�:�,��:,,�_�_ •�.. :.. ._ .. a _:, L ..... . I _ REMOVE EX/ STING -DR/VEWAY AND REBUILD TO MATCH NEW CURB AND G UTTER. _ .; STREEr SECTION_. T3 10I 27 5^ pl - VARIES VARIES cl _ e _ j 2n2 •$6 ` ' Z ` _ I VARI ES 5' 2 5 VAR/E5 FROM 17 ' 7D 2 ro • E -- , -VARIES FROM /7' TD V ' ' j I I • N - - -'SLOPE - VAR/ES SLOPE VARIES - I . t P v r 2:98 ; ' ': (`� 1 A5PHAL 2'- ..___ TYPE A"CURS GUTTER - S' . VAR16: 3 =, CLA55 "B 'ASPHALT CONCRETE '` • II I __. Z" . s/8" MINUS CRUSHED . STONE I(! I G" -PIT RUN _.GRAVEL F3 �I 273,pg NO TE. I • I UN X/ST/NG PIT R IS SUITABLE, j „l DDIT/ONAL ' 2 OF S/6"MINUS : - - - ALL W RK WEST ' " �I �I'. /I I W - CRUSHED STOAiE ' SHOULD BE OF ADDED AS DIRECTED BY.. THEA JO BE ENGINEER - CITY .. __ _. . ._--- '� 4 2. PAINTING �_TO BE `,DONE BY Z ..3` r; � � ( I ` -I ¢ ---- 3.- ALL WORK ra -BE-/N 3 __ ;.. I ; t \� , a ACCORDANCE WITH THE 41 STANDARD "SPEC/F/CAT/DINS TOFE CITY OF AUBURNH-- — - t,� . I' � LEGEND ti REMOVE EX l STING ' PAVEMENT AND " EPAVE -W /TH _ - -- R 3 . CLASS B ASPHALT. COIVC'R ETE PAV EM ENT- ' - 1 t \ ti �.IL�' '' ~ REMOVE EXISTING °PAVEMENT AND REP _ + 3. _ - 2'_ CLA5S B ASPHALT. CONCRETE PAVEMENT. ___w/Ty;_ Q `-- _ - - - W EXIST/NG ELEI/A 7-1ONS_ # - O 73.45 - - - HS . SCO ELEVAT/O - - 273, 47 REMOVE EXISTING CONCRETE _.S/OEWi4LK AND W . REPAVE W/TN 2'. CLASS BA 5 Pl-1A L 7- CONCRETE y :`'ti�ti�,�`,.�\•,ti,. �' ` � �--___ PAVEMENT. - __ _ / 273 AO ' ?/. � " `1.� ''�`��: �oa I �� I cX I _. 273. 3(0 \ , --- -- TYPE /G _ CB - I CONNEC T_ TO MM _ 4- '�� �.�` I `� I • / 4 /� ! ADJUST MH. TO NEW GRADE _PRO VIDE NEW - - - FRAME AND GRATE M 3 EX /ST/N G STORM REMO.V EX (STING— i cOL E TO -BE REMOVED BY OTHERS cv 'M - ----- -- 1' MATC )4EXISTING PAVEMENT AUBUPN WAY 5OUr H SS i i ASPHALT Z".__.-__-_ APPROXI MATE.-_ :- QUANTITI ES I PAVEMENT - "REND VA . _. ro a ":- S .-YD. -__ 2. S/DEWALK 'REMOVAL -" 98 -7SQ. YD. _- 3--- _= BANK ' RUN _GRAVEL /50 :-= TON 9 -_ t . r 5/a " MINUS ` cRU5HE0 ' S1bNE -� 70 +TON �- CLA55 B ASPHALT CONCRETE PAVEMENT _ _ -- 5 _TON .. -/05_ 59 yp. 7• -� <o�CONCRETE S/D_EWAL_K _ SO 5Q YD._ 8 _ _ ADJUST: EX/ST/N _--.-- INSTALL NEW FRAME GRATE l EACH _TYPE;. I-C CATCH -BASIN _ /O. _ 8:" CONCRETE REMOVE _f_A15T/NG - CURB .:.:_ ,AND G UTTER .::. L F. INSTALL NEW CURD AND GUTTER _ REMOVE -EX/STING __ CATCH _ BAS/N _:._ ___ _ l EACH 9 I DATE N0. REVISION Qy CITY OF AUBURN AUBURN WASIHINGTGN REALIGNMENT DOGWOOD STREET S. E. DESIGNED M E.T. APPROVED F.VN p SCALE 1 " _ IO' Ci.TE 5/ 2 / 69 SHEET Imo/ I DRAWN G T 8 CHECKED. F W. P i r A • s I I CO/VSTRIJCT/O/V - = NO TES , 1 _• 220 . F CURB AND GUTTER. _ 1 7 .2' 2 3 ----__ © _ _ 14EMOVE EX ST/!VG YC.,6 MOVE -TO NEW LOGAT/ON, I - 57/ NG _ M. H. _ REMOVE_ 8(o7 SCE_ YD. OF '-ASPHALT_- PAVEMENT ---.— ` - ® REMOVE _y. EX/ST/NG - C URB GU7l'ER AND SIDEWALK. :•' 2• o 5O MATCH_EX/ST/NG PAVEME7VT�W/TH_-3"OF NEt�_ ASPHALT. �._ _ . S 80° '_ 2i2 �(o - -- © _ _ _ /N 7-ALL_=GONG. _ DR1VE WAYS 72.83 Act_TRAFF/C 5TR/P/NG _ DO/VE BY C/rY of AUBURN. _ Z7 2. Co7 -_:' @ - � MATCH "EX/5T//VG = SIDEWALK -- - - 9 MA TCfi+- E7UST/NG ASPHALT . W77fT 2`.� OT NEW ASPHALT 10 __. _ _^ _--AQl .__-. _ UST MANHOLE =ro /vEW GRADE 273.3 g Frf . - - —_ 28'TONS-��/NSTALL OF - Z'.'_ �ASPHAtT. w_ .... Cl/.RVF AT/ON '" " 0EL7A - RAO. VS 7.9N6EM L C41R!,j 23°54-2r 230.50' 98.80' 96.V8 rAZASIr' 263.90, 60.00' //&2b CURB 23 " 5y. 2 8 /78. 50' 37. , 74.52 , VAPI Es L•9� �� 21s�? I -I, 1 /© REMOVEAND REPLACE_ FLOWER _ Pl7LE (BY PUGET_ E�'3WER) I 4 / •. 2 � 3 zrz 98 z 3 s 73.qi nI ' r ,, I1 • "" '" _ 2 t,i kp �f I I - ' .. . . ,. it I `NOTE' A Q ANT/TIES AR _ PROXIMATE __ is 1 273 q ' t aI VARIES VARIES 4`'�� W �' 0 5 5 �; o I _ Q, 5', 2.5 VAR s ' SLOPE' VARIES _. k SLOPE VARIES 5• VARIESs I ` `1_ VARIES -FROM __ 17' TO 2fo /� : . , VARIES 'FROM 17' TO Z6' 25 M I► cl'° h� r' O• ... �3� 21ti ASPHALT' 2 • .. _ S :ASPHALT TYPE —.. A• CURB E GUTTER 2'• 3 CLASS '8'- ASPHALT"CON RETE ` I I 1~* 2' 5/8• MINUS CRUSHED.. ,STONE 6• PIT RUN 'GRAVEL �� a NO.h NOTE,.,',01 2�3 , IF EXIST. PIT RUN' IS SUITABLE, ADDITIONAL 2' OF 5/8 MINUS `U 73 9 pD CRUSHED 5TONE"• SHOULD BE 2j I 1�_ 3 ADDED 'AS DIRECTED BY THE •. 0 CITY ENGINEER ol 73" 3/ 2 1�0 AL L G7/1'TEA, 6X,4,9c 5 svi«• BE ' .P.9/,.SED 2 " FGZP FUTU.�' , 27 • • "' M1. 1 5 _ (AUBURN WAY. SOUTH ` ONLY - T to ,�/ I y 1 I 11 I ' ,I:: n r >3.36 40 10 T. , . ... ..:..... V O.7-5 % -'BY W t .. , . ,.•., . , �,�, —'a•:."ram ....::� ..�:-•. �/ . �`� 8 E NO.� -- ' RE SON CITY OF AUBURN'. GN Ex1571NG , AUBURN WASHINGTON MPT .90 e REALIGNMENT DOGWOOD ST. S. E. 21h A . G"Q ED APPROVED FWp SHEET EXI5TING _ PK h�jf M.E T jj DRawrl G T B. SCALE 3/32"= I' , tom` CHECKED >' F. W.P. ^r' DATE'S 4 1 L6/69 ix�4i'..�o�..4. i•.... xaaPr:.`aw.J! � "s ,..".r ..� � ,. 4 M_ Cl A W HIGHWA ENUM - , -♦♦! W Proposad Raalignmant 17, 1 I �1 )) DAT!AL REVISION BY Y 4FuFURNURN WASHINGTON O ' CHAIV NEL 1 ZA7TION I O I1 O CI DOGWOOD 4 EIVUM, HWy Q DESIGNED t APPROVED SHEET ORAµ"I •- �•• - Z D 69 STR �tZ7 SH — 3 ; �'"•��. scAt.E ' 02 J J� i. CHECKED DATE Eel - - -- wAY S O v T f-{ i " F CONSTRuCTION__ / VQTES - '_._._ _-- I ,I 5- _ g � -__ / /NSTALL 2ZO L/N.FT. OF CURB _AND S/OE W�?GK_ 7-� W/DE..: INSTALL CATCH BASIN' IN /lEW_LOCAT/OAI- .TYPEXC AND _CONNz-ZT_ToLX15T/NG I ! I 4� _REMOVE-=EX/ST/N6=CURB=GUTTER_AND'S/DFWAL7•C" _. _ !U 3 O5 —_� MATCH=EX/STING: PAVEMEIN,rT.: REMOVE --AN � Q '---- 6 - - D;REPLHCF.:_EX/STNG /__CATCN.._.BASIN— Q .L✓�lY -�---- --. — - -- -- i ® --- ALL .:__ PA VEMENT`. PA /Af 7-_Z5T R I PING (BY. THE C /TY_ OF AUBUi4N�: O ADJU,ST_ MANHOLE- _TO NE-W 9 7 _ i Y r. _NOTE T+ ; -ALL.-_ (?U)VITIES -ARE APPROX/MATE-.._ J U0 I� II I� I II I I AUBURN DATE NO. REVISION BY CITY OF AUBURN AUBURN WASHINGTON APPROVED F.W.P. SCALE I"=20' DATE 3/27/69 SHEET �... . LOESIGNEDM.E.T. G.T. B. 4 MAYOR STANLEY P KERSEY CITY' COUNCIL .GORDON DARLING STREET COMMITTEE RICHARD P FIEDLER HAYE S HOL MAN ..ROBERT KLINE TE D N I C K SO N CHAIRMAN, STREET COMMITTEE FRANK 'SHAUGHNESSY RAYSONNEMANN STREET COMMITTEE ION i EAST- MAIN "STREET at "M" STREET . t}} u N r •• ._.. ..._� ... ...ssjtyiiif i{il il:i�iiiFii ifiij " 11tT� c "r S C en-r Th IJ LL j r- ` SKyx°Y �t%na i 1 .1 ! � u ji SC ZZ.1 I� nn.o. • I F A UBURN WAY SOUTH <6T1/ TT �- -` - -aid`. L== , at DOGWOOD STREET HILL, INGMAN, CONSULTING EMENTS c- I DIRECTOR OF PUBLIC WORKS 16 E E R S J a12--7 S/1-S ai - ... ..,. .. 'mow. .., CTL7/ //•T/nAI AI,^-r-iI-.. �. t E f /. REMOVE ALL EXISTING PAINT STRIPES CONSTRUCT/ON LIMITS. LIjENO, TRAFFIC BUTTONS AND LANE MARKERS WITHIN I�. :. 2. REMOVE AND RELOCATE FLAGPOLE AND BASE AS DIRECTED. ._, 3. REMOVE AND RELOCATE SHRUBS AND BUSHES AS DIRECTED R/W LINE -NEW - SIGN 4. REMOVE AND RELOCATE SHELL SIGN. AS SHOWN (SEE SPECS). —' _ ---- — — R/W LINE- EXIST. o o GAS /BEANO REMOVE AND RELOCATE FIRE HYDRANT AND GUARD REMOVE AND RELOCATE WATER METERPOSTS. 4 '------ EDGE OF EXIST. PAVEMENT V FIRE HYDRANT NEW EXIST 7• REMOVE AND REPLACE CURB AT BACK OF SIDEWACURB L K. FRONT FACE OF CURB TO BE ON �� EXiS r. BLDG. RIGHT-OF-WAY LINE. SEE DETAIL - THIS SHEET. " DRIVEWAY MWA9MREMOVE EXISTING S/DEW44K CURB AND GUTTER. �9 MONUMENT 9• %-= ''=`:` REMOVE AND REPLACE CONCRETE S/DEWALK, CURB AND GUTTER. �� 'p I �— FENCE /0• INSTALL CURB OR CURB AND GUTTER (MATCH EX/STING TYPE). / e GAS VALVE �0 h h W /2" WATER MAIN / /• \\\\\\\� INSTALL CONCRETE SIDEWALK. REMOVE E. XI 7-ING PAVEMENT WHERE REQU/RED. C,Q �V �2' / /2- INSTALL TYPE I-C CATCH BASIN OVER EXISTING DOWNSPOUT DRAIN. INSTALL 7L. F. / -O-SD STORM DRAINAGE OF 8" PIPE' CONNECT TO EXISTING CATCH BASIN. " �- UTILITY POLE /i �1 /3. INSTALL RA/BED ISLAND WITH TYPE "A" TRAFFIC CURB AND ASPHALTIC CONCRETE Z���,° / a / (SEE DETAIL, SHEET NO. 8) I -�- LIGHT POLE /4. INSTALL PANT STRIPES FOR• CHAN s / /�u / f J� / ® WATER METER NEL /ZAT/ON AS � SHOWN. YELLOW AND WHITE STRIPES �,. SHALL BE 6 W/DE. ( SEE DETAIL BELOW FOR PLACEMENT OF LANE MARKERS.) / u V 0 CATCH BASIN I5. INSTALL CROSSWALKS AND /8" WHITE STOP BARS. WHITE PAINT STRIPES OF CROSS -WALK- SHALL BE 6" WIDE /6. INSTALL TRAFFIC ARROWS (WHITE). SEE DETAIL, OVERLAY SOUTHWEST DRAWING /N SPEC/F/CAT/ONS• r /7 SURFACE WATER TO FLOW CORNWESTER y ER WITH ASPHALTIC CONCRETE AS NEEDED TO ALLOW bJ I 0/V TZ /8. STREET SIGN AND PARKING SIGN TO BE REMOVED. AND RELOCATED BY OTHERS. _ �S/ KL /9. UTILITY POLES TO BE MOVED BY OTHERS. � �` 0 20. FOR SIGNAL /ZAT/ON ' DETA /L S SEE SHEET NO. J. tlj� I`Q r / I �� �� I BOATS ` 2L REMOVE LIGHT STAND AND RELOCATE SIDE R/GHT-OF-WAY. 1 i.� 22. !Il!/JIf1 REMOVE AND REPLACE EXISTING PAVEMENT. �� B CUR /4'') F r /5' 25' � - n /5 25 /s I /Ov, AVE. N.E. ST------ i „ . •:1 AVE t 6" WHITE 4" PLASTIC 3'(7YP) PANT STR/PE LANE MARKERS cl _ o / /SE . 5OL p Wf►I T LANE MARKER P LACEMENT DETA/L �' S "�`E / /.� ,; , /�'G,Q _ AND � 5I ,W I �� rtr • �: m �s->' 2�R �� STRIPE rye- a o' Revolving Sign Light _ O / Stand' N T AVE.- R/ — — ,.. .� ry PE PE ----- N E. 4 ,. /5 Y �'� STRIPE "' _+•� -�'� �" YELLD S/NGLE SOLD WHITE I I SINGLE SOLID l WH ITE /T E STRIPE — _—_— ES rRIP r DOUBLE YELLOW' STRIPE DOUBLE k #a b BO' REVERSE CURVE � SINGLE SOL /D WH/ TE STR'/PE • 87.5' � - /5 50 � ,... --------------- Na /7 BANK (V/ //- �\�� ci < Q- IST AVE NE, N8604/'/5 "E l a w IST AVE. NE. o_ 200081 a\ l= /7°00'-1 ___.p °J0 �/ qi --________ - a r aI D - /7 00 y�al'15" k D = /7°00' N89 49/5 N� Jcs i CONSTRUCT/ON DETA/LS i 0 r I i I II II II I _ 2S ODgLE s D - , ZIP /O t, SINGLE. SOLD 50 i.-�XtPar?k x:,�4HITE_STR/PES----I�--------------- -- � ,. /2 t--= 6• LAWN l 2 it I Rhoda, hh//y C` Other /� �—Downspout4„ CONC SIDEWALK -`~ e. TYPE E-/ CURB, J ��, A.P• W.A. STD. NO. 6 ` rrhh/ KING COUNTY o: u I o ` / P B L I C .HEALTH „ „ i.., PU EXIST. n TYPE A CURB 8 GUTTER 7 PAVEMENT ,.ram... — — — CEMENT CONC. PAVEME NT I -.�... / EPTH (8"M/NJ / MATCH EXIST. D ADDITIONAL r PAVEMENT DETA/L � INDEX OF SHEETS __--------------=------------.------ -� -----------------— L TI TL E SHEET AND VI CINITY MAP. 2 INTERSECT/ON DETAILS - /ST. AVE.NE. AT AUBURN AVE. Z 3. S/GNAL/ZAT/ON DETA/LS /STAVE. NE. AT AUBURN AVE 4SCHEMATIC WIRING DIAGRAM - /STAVE NE AT AUBURN AVE. 5. INTERSECT/ON DETA/LS -EAST MA/NSTREET AT "M" STREET. -'.IV A `•A'''r , i 6. S/GNAL/ZAT/ON DETA/LS- EAST MAIN STREET AT'M"STREET . 7 SCHEMATIC WIRING DIAGRAM- EAST MAIN ST REET AT J ,IG "M "STREET. 8 INTERSECT/ON DETA/LS - AUBURN WAY SOUTH AT DOGWOOD INTERSECTION DETAILS STREET. I ST AVE• NE. 8 AUBURN AVE. 9. S/GNAL/ZAT/ONDETAILS -AUBURN WAY SOUTH AT DOGWOOD STREET. a►� ,NITIAL AwISI' oN � . „ � AUBURN INTERSECT/ON � /MPROVEM ENTS /O- SCHEMATIC WIRING DIAGRAM -AUBURN WAY SOUTH AT DOGWOOD ' HILL, INGMAN, CHASE & CO. °� TRACRODAM A""°�"°°; DiR{CTOR CITY OF AUBURN °N«T_2 O, j0 Ill[ NO. EET. - CNCC:KcoRLp Of VKUC WORKS a,T WASHINGTON' CONSULTING ENGINEERS ASHIE WASHINGTON '.= A'^'°• •/� °uu Zss� M DAT. 2 >� .. / 20 /Q S 6 ' /" " �.r rK,r^.'��••i—..y�""_!'.J"..I_Ic.u.'w.]+'s.WJ v;.yyJ..r..`..:I..w....: '~ LEGEND _ TAPERED STEEL POLE W/TH MAST ARM. NOTES. I. THE CONTROLLER SHALL BE A SOLID STATE MODULAR TYPE FOR TWO (2) PHASES. TAPERED STEEL POLE W/TH MAST ARM 2 ALL MAST ARM MOUNTED HEADS SHALL HAVE BACKPL ATES AND TUNNEL AND'LUM/NA/RE- VISORS • 3. EACH HEAD SHALL HAVE ONE SPARE WIRE. SIGNAL HEAD 4. STREET LIGHT MOUNTING HEIGHT SHALL BE 30' MIN. r JUNCTION OR PULL BOX 5. CONDUIT SIZE SHALL BE AS SHOWN. ' - - RIGID METAL UNDERGROUND CONDUIT (NEW) 6. ALL SIGNAL HEADS AND MOUNTINGS SHALL HAVE POSITIVE LOCK RINGS AND -� PEDESTRIAN HEAD FITTINGS WITH WATER T/GHT LEAD WASHERS. INDUCT/VE LOOP DETECTOR 7• CEMENT CONCRETE FOR FOUNDATIONS AND BASES SHALL BE CLASS "B." 8. ✓UNCT/ON BOXES SHAL L BE TYPE NO. 3 OR S/ZE TO F/T REQUIREMENTS. ® 20 SOLID STATE CONTROLLER 9. PENETRATION OF POLE FOR MOUNT/NG SIGNALS OR PEDESTR/AN HEADS SHALL _ BE DONE /N FIELD. - ' L C- D/AM STREET L/GHT/NG CONDUIT /O. PEDESTRIAN HEADS SHALL HAVE A MIN/MUM OF 8'CLEARANCE. ALL : POSTS AND POLES SHALL BE PROVIDED WITH HANDHOL ES AND COVER DESTR/AN PUSH BUTTON (ARROW ON SIGN /N DIRECTION' N PLATES. OF CROSSWALK) , • /2. FOR `DETAILS OF POLE BASE SEE, W.S.HD STD. J- /3. EXISTING SIGNAL SYSTEM TO BE REMOVED, SEE SPECS SPECS. I4.- EXISTING STREET, LIGHTS AND, TRANSFORMERS SHALL BE SALVAGED. /5. SALVAGED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CITY OF AUBURN. / ( DELIVER TO AUBURN MAINTENANCE YARD), / [ /6. CONCRETE,, /N /' EXISTING POLE BASES SHALL BE REMOVED TO A DEPTH OF -D" V BELOW FIN/SHED GRADE. /7 LOCATE ; CENTER OF POLE_ BASE, 2, 5 FROM BACK OF CURB. /8. EX/STING UTILITY POLES TO BE RELOCATED BY OTHERS. ' / [ / FOR INTERSEC /9. TON DETAILS SEE SHEET NO T2. 20 FOR SCHEMATIC WIRING DIAGRAM SEE SHEET NO.4. J" C 5 6 6 / t (p I 7 2 Lc 9 L _ ,L�_ , 5 6 5 E E. NE. Q io /ST AV9 —�i_----------- �/ �� /5 8 [/ 7 2 5 1 5 5 L1—� e II TYPE IT 5 4 3 S _ -- ---- — �j h /4-------- DEt , 5 rYPE r 6 ..6 ';i11 ,{ II 'e4 67 3, 4, 5, 6 /, 2, 7, 8 p / WIRING SCHEDULE TO TRAFFIC s/G � L % SIGNAL H CONTROLLER AT AUBGRN FADS ' AVENUE B MAIN STREET 2 NO. /2 (SHIELDED PA/RJ 2\ 4 NO. 12 (2 SHIELDED PAIR) 6 NO. /2 ( 3 SHIELDED PAIR) /0 NO. /2 ( 5 SHIELDED PAIR) DON'T NT 0 /%4" CONDO/T, 2 NO. /2 ( / SHIELDED PA/R) WALK © 2 " CONDUIT, /2 NO. /2 WA L K 7� 4 NO /2 9 THRU 16 2 z CONDO/T, /4 NO. /2 ( / SHIELDED PAIR) 9� 2 %2 CONDO/T, 34 NO. /2 (/ SHIELDED PAIR) PEDESTRIAN HEADS 8 COND. NO. /2 DIRECT BURIAL CABLE // 3/4"CONDU/T, 2 NO. /2 (SERVICE) I-9,4 7 j Q Q j m Q rt VE• NE. I �u PED. ��.ae; '.O A ,.. 08, HON S 3 CHANGE TO 3 CHANGE TO h B, A . \ tic /,2,3,4 G A R, R A., ,5,6,7,8 R R. G. A; R 9,/0,I/, /2. DW DW 3 o DW /3,/4,/5,/6 3 o DW DW DW UM/NA/RE PHASE SEQUENCE CHART O INSTALL " STEEL TRAFFIC SIGNAL 'STANDARD AT L OCAT/ON INDICATED WITH ' 2 S/GNAL'' HEADS (0 B) NO'S. 5 & 6,/4 FT 8 26 FT. FROM CENTER OF STANDARD ON 26 FT. ARM AND 2 PEDESTRIAN SIGNAL S A&S. /2 a /4. (0 B a OA RESPEC- INSTAL L " STEEL - L UM/NA y /RE STANDARD W/TH T 2 RAFF/C SIGNAL .ARM AT " LOCAT/ON INDICATED::? WITH 2 ;'SIGNAL HEADS(0A)NO'S 3 Q 4, /9FT. Q'JOFT. FROM CENTER, OF "STANDARD ON 30 FT. ARM AND 2 PEDESTRIAN ' SIGNALS NO'S ,A//.. a 16. (0B & OA RESPECT/VELY) INSTALL STEEL TRAFFIC SIGNAL STANDARD AT; LOCAT/ON ° INDICATED , WITHµ, 2 SIGNAL HEA DS (08) 'NO S 7 8 8, 9FT. 8 20 FT. FROM CENTER ' Of 'STANDARD ON20FT. ARM AND 2 PEDESTRIAN SIGNALS NOS /O 8 /5 (0B QDA RESPEC— TIVELY.) INSTALL STEEL LUM/NAIRE . STANDARD W/TH TRAFFIC SIGNAL ARM SAT } LOCATION,.INDICATED WITH 2 SIGNAL HEADS(OA)NOS / Q 2,/3FT &24FT. FROM CENTER OF, STANDARD ON24 FT• ARM a 2 PEDESTRIAN SIGNALS b INSTALL -9 a /3 (0B a OA RESPECT/VEL Y.) f INDUCT/ON DETECTO <V R LOOP. SEE DETA/LS .SHEET NO. 6 AND SPECS. 6 INSTALL HEAVY DUTY ✓UNCT/ON BOX. 7. INSTALL CAB/NET AND CONTROLLER EQUIPMENT. SEE SPECS. 0 e�pQo y CNN /�o e S/GNAL /ZA T/ON DETAILS : =, — / ST AVE. NE. B AUBURN AVE. DATE I INITIAL I REVISION AUBURN INTERSECT/ON . IMPROVEMENTS 9 's'o��L E HILL, IH6INAN, CHASE & CO. OeMNRLP A M760My , CITY OF AUBURN •TRACCO CONSULTING SEATTLE °"«"- A►ry e DutCTOA Or ► •UC �OR1U �Il.i NO. OAT. yzlf%1 WASHINGTONIg A' ' ENGINEERS WASHINGTON ,f'=� .' �3 �J aua r N /� 3 TR -thil Sf/- DET 6 DET 7 a DET 8 DET. 9 DET /Oj 7 9f 1 i '1 f/ ,1 CONTROL L ER. . CAB/NET TO SEFr VICE I n1n1�N•,���N h�t'�tMh bQ•^�c��tp I m0mmm4�mm�h'NN``"'���,erha�►nMMM`N►�N�':, �b�^bhV►h'. N�INNnI����������am h1►�r�►�r�t�r�r�r�►�r�E�r�t�t��tobb�obbbbbchobc�o�bcobbbhin,i�j��� N O hhhhhhhhhhhI mmmm 33'��33 ic�mmm I 1.m FIRE PRE -EMT TO CONTROLLER AT AUBURN a MAIN TRAFFIC SIGNAL 1 I INTERCONNECT If T -IT --------------- Tr --till I 41� R 62/ R R 62/ R DO •' 7// - A 622 Y ONT 72/ R ✓B I A' 622 Y AL 7/2 G L 722 G' G 623 -G G t 623 G 7/3 W 72 W I 626 W 626 W r-- — — PED. HD. /5 OA PED. HD. /O'pJB dB, �- HEAD 8 HEAD 7 I 1 725 w I ` I rdB OB 724 Y 723 /O w �- to 11PPB.. 722 G mb 72/-R ��^^^�� Al o c p �L_] DET / I J o oil W ..� �MDET 2 7/ b 3 A 62/ -R PA 62/ R DO ONT 72/ DET 3 Q 622 -y _ 622 -Y R AL 7/2 G AL 722 G G 623 G 7/3 W ►`� (� • - 626 W 626 =W 723 W ,.<,..:. HEAD 6 PED HD I4. OA PED. HD 11?O Q B p HEAD �^ r �Q Z OB OB •- 725 W,6p DET 5 o • 724 Y 72 Q 3- —j -W - a PPB. 722 G -- o Q /2 � N^ � b W W W W Q ��►�� to co b to O SCHEMATIC WIRING . DIAGRAM �`` T.AVE.NE.B- AUBURN AVE. L'�+ AI REVISION AUBURN INTERSECT/ON. IMPROVEMENTS DATE INItI . "VI, G �� Nlll IN6MA °WN N, CHASE & CO. T"Ac�e CITY OF AUBURN '""T _+t,o• <O_ DAM_ DIRECTOR vu¢ No • RLP /Ti WASHINGTOtfl f CONSULTING SEATTLE �►.r ° _- ASS.f ENGINEERS WASHINGTON SC�u a — .,.. , none 7 S t 4—-f--�j- S�i g 0 b .--rWWw=—�'3.,.i•..Jrvr.._.s..rw..w.r....:+.:W.:.�._.._ �; .. ...1,�ClY�w,w,,;,,,_,. ,.� _� .i -°ram'^-;,...,..�-_. • _ � .-�,,.z..,. � LEGEND R/W LINE -NEW — — — — — - R/W LINE -EXIST -- ��M a ST. / E. —_ - W MATCH LINE -------- BACK OF SIDEWALK •YEW II CURB I II W 6" W R R I I II 4i WATER MA/N I II ' CURVE, Q � SD 30" STORM DRAIN _ —SS - SS SINGLE YELLOW STR/PE - I i ICI -� UTILITY POLE y O CATCH BAS/N 80' REVERSE CUR E•STR/PE I u Id I I FIRE HYDRANT ' / rI duoW, ______________S0 MONUMENT 3 0 o 0 a)WATER VALVE ' II . //r/I . I W II ----- •II p 0 MANHOLE n fl I I1 I, � .: AI 7' (Oil r T. aI ,< tu _ 1�• II I I 1 � � � . rt � �h 40' II II I I< I I II Q ql olt ' I tu I � SHOPP//VG CE/V.TER ,Zi I I a35 y ro`�s�l I a lu O,c F'QC�c - ♦------------------------- EAST—_MA/lV 577 A— W W 8,� BOW REV - RSE C W 8„ CURVE /00' W 46' W — SOL/D WHITE STRIPES AT /0' O.C. SINGLE YELLOW STR/PE — DOUBLE YELLOW 'STR/PE 7 p r _� ` S/NGL E SOL /D WHITE STR/PE /20` REVERSE CURVE 80' REVERSE CURVE —� — SD S p — 30 SD SD SD w 3O„ ,I. SD /' a . —c= • g5 RE \\ 10 f GARB _ p �\0f p jj0 v MOBIL GAS STAT/ON :a..�► b..Il � j� II 3.. �_-=a----= v I II 44 SD SD Sp 1 S0 II II I � I II lI) II j S/NGL E YELLOW STR/ r b0 ' 41 II a: ck C,i 11 II � II up � ul ..4v a`v Ila:� u li X WALK 8 STOP BAR DETAILS u II I I II II .,rAe HOUSE EXIST. Lu NORTHEAST CORNER'ONLY ' PAVEMENT L+ II g,r� I INSTALL. TYRE. - AT BACK OF a II II n�" G S/DEWALK. (SEE DETA/L THIS SHEET) j25, I I �� BALL F AND BURL AP ALL - AFFECTED SHRUBS W/THIN ;' Pi J6 CONSTRUCTED AREA. STOCKPILE ON ADJACENT PROPERTY. II ZO,R of ir; 4 CONC. SIDE WAL K : fl TYPE "A "CURB B GUTTER e - _ TYPE - E--/ , CURB A.PW. A. STD- NO. 6 (NORTHEAST CORNER ONLYI �L3" CLASS B ASPH. CONIC. 6"CRUSHED SURFACING BASE COURSE Z � FpG ADD/TONAL PAVEMENT DETAIL V- Q SINGLE SOLID WHITE STR/PE ..; 47 5 6 T YP. DOUBLE YELLOW STR/PE O� Q SD _ 0, " �• /50 REVERS E CURVE 36 .:.. �osf, •� CONSTRUCTION Y N OTES � •q�, �� ' - ~ . •EXISTING II � � v. / REMOVE AL L PAIN T STRIPES, TRAFFIC BUTTONS a LANE MARKERS W/THIN CONSTRUCT/ON ' L/M/TS. 2• 38888 REMOVE EXIST/NG CONC- S/DEWAL K, CURB, a GUTTER. c ° ° 3. . REMOVE AND REPLACE CONIC SIDEWALK, CURB & GU T TER. cell d o v ail 4. , %//////� INSTALL CONIC. `SIDEWALK. a 3 — 5. /////// REMOVE AND ;' REPL ACE EXISTING PAVEMENT W/TH ORIGINAL T YPE Q DEPT y I R/CHF/EL D 6. GAS STAT/ON REMOVE AND RELOCATE EXIST/NG CATCH BASINS. (2) . y II 7 INSTALL /5L. F. OF B" P/PE. CONNECT TO EXISTING PIPE OR EXISTING MANHOLE. }ARROWS II p 8. INSTALL TRAFFIC ( WHITE). SEE DETAIL,DRAWING /N SPECIFICATIONS. 3 O II 9. INSTAL L CROSS- WALKS AND 18 ", WHI TE STOP BARS. WH/TE , PAINT STR/PES OF CROSS -WALK"" , SHALL, BE 6 WIDE. �p M III /O. INSTALL PANT STRIPES FOR ' CHANNEL / ., ZA T/ON AS SHOWN YELLOW AND o WHITE STRIPES'SHALL ` ALL BE 6 W/DE. (SEE LANE MARKER PLACEMENT DETAIL, SHT. 2) UTIL I T Y POLES TO BE RELOCATED '' BY OTHERS. FOR SIGNALIZAT/ON DETAILS SEE SHEET NO. 6• II /J. RESTORE PLANTER AREA ON SOUTHEAST CORNER TO ORIGINAL COND/T/ON_ — PE I� I 4 44.3' II S/NGL E YELLOW II II STR/PE.�11�g � III /20' REVERSE CURVE II 4 I W 8" W W j it I 8�o II h u �Q II M ST.sE till o,�ll � u cn c.all r �� II Q ':.d II In W 3 II • o II O� � II CO Qa I� II j U u MATCH ' L /NE �p 1. CIII v� 4w m v A�fl O T in��° � N0011AL Eg-%*9 r INTERSE CT/ON .DETAILS - EAST MAIN STREET AT M STREET AUBURN DATE I INITIAL REVISION .. INTERSECT/ON /MPROI/EMENTS HILL, INGMAN, CHASE & CO. P DWNR.L.I" A..R to my CITY OF AUBURN s Or ' TaACEDD __ •. CHEC«[D� pR[CTOR p! 1[ pMs DAT ,,. . WASHINGTO C IIL[ NO. 3 CONSULTING SEATTLE ENGINEERS WASHINGTON A►PV•D • • J S Ir1"1 .� �� 5 DATE t-.•• SCALE N P/ O - D -7/ _ /� ��� ! ' f ,; t 9 LEAD-IN CABLE LEAD - IN CABLE TYPE I 6' 9' 6' 9' 6' A B PT 1 SPLICING ARRANGEMENT IN PUL L-BOX SERIES CONNECTION FOR SEPARATE LEADING GREEN OPERATION ( ONE APPROACH) TYPE Ir 6'_� 9' 6' 9' I 6' A B c LEAD-IN CABLE SERIES -PARALLEL CONNECTION FOR BACK TO 84CK CPERAT/ON( TWO APPROACHES) CONNECT APPROACHES IN SERIES TO AMPLIFIER. TYPE M, LOOP DETECTOR DETAILS O6I II '•' .-.::•c.r�`'y=='•+,2'4z'.:,F+.ti+wH.�.ww.e '.:...m •...i »w+'aw+..+.rwa;-.• t�,: �� _ - �� ---� C. TAPERED STEEL POLE WITH MAST ARM. TAPERED STEEL POLE WITH MAST ARM AND LUMINAIRE. ---•- SIGNAL HEAD JUNCTION OR PULL BOX J ---- RIG/D, w METAL 'UNDERGROUND CONDUIT (NEW; --m PEDESTRIAN HEAD INDUCTIVE LOOP DETECTOR ® 2 O ' SOLID STATE. CONTROLLER —LC— / "DIAM. STREET LIGHTING CONDUIT _ 0— PEDESTRIAN PUSH BUTTON (ARROW ON SIGN IN DIRECTION OF CROSSWALK) r" CUT. 45" DIAGONAL OR CHAMFER TO PREVENT A SHORT BENDS /N WIRE L, A b 3 CONDUCTOR MAX/MUM PER SLOT. /F MORE REQUIRED, ADDITIONAL SLOT SHALL BE MADE FILL SLOT AS NOTED /N SPECS y NYLON 41.7 3/' JO, I = N r 6 4 6 - --- -- EAST MAIN STREET s --- - - . CL 30 , r — ------ (� ONDU TOR NI . w 5 - -- - t A -A B-B 1 7rn TYPE ) J rrPEa' / 5 5 - 16 I� LOOP SLOT DETAIL DE D E. j B 6 E E 5 5goo/5 41 TYPE I 12T b < / / ? 5 5 TYPE IT 4 --- ---- /--------- —. -- — •^ it 5 5 0 // 32 6 I ' 6 2 NO. /2 (SHIELDED PA/R) I I 5 I II W 2\ 4 NO. /2 ( 2 SHIELDED PAIR) /2" 0 6 NO. /2 ( 3 SHIELDED PAIR) i II II al R ® 8 4\ /0 NO. /2 ( 5 SHIELDED PAIR) I II b II 4~I O /2" O 8" / 50 /14" CONDO/T, 2 NO. /2 ( / SHIELDED PAIR), /2" G 8" EAS II I Q O 66\ /i2" CONDO/T, /O NO. /2 I I II I STR /, 2, 3, 4 5, 6, 7, 8 77 4 NO. /2 I II II ' 11 • � I 5/GNAL HEADS © 2" CONDO/ T, 14 NO. /2 ( / SHIELDED PA /R) 2 %2" CONDO/T, 28 NO. /2 ( 2 SHIELDED PAIR) 314" CONDUIT, 2 NO. /2 (SERVICE) WIRING SCHEDUL Ek II Il I II I - • II I • DON'T WALK WALK. 9 THRU /6 PEDESTRIA N HEADS i T EET-- o� �.,,• � i I s- - - PED♦ MAIN I HEADS 3: CHANGEON TO 3 CHANGE TO A /,2,3,4 G A. Ra R A 5,6,7,8 R. R. G 'A R 9,/O,/I, 12 DW DW 3 DW /.1/4,15,16 3 OW DW .. Did — :d ASPHALT_, OR CONCRETE ROADWAY PHASE SEQUENCE CHART NOTES I. THE CONTROLLER SHALL BE A SOLD STATE NODULAR TYPE FOR 2 PHASES. 2. ALL 'MAST ARM MOUNTED HEADS SHALL HAVE BACKPLATES AND TUNNEL VISORS. 3. EACH ' HEAD SHALL HAVE 'ONE": SPARE WIRE. 4. STREET LIGHT MOUNTING HEIGHTS SHALL BE 30' MIN. 5• CONDUIT-:S/IE,, SHALL BE, AS SHOWN. , 6. ALL : SIGNAL HEADS AND MOUNT/NGS SHALL HAVE POSITIVE LOCK RINGS AND F/T T/NGS ,. W/ TH . WATER TIGHT -LEAD ` WASHERS. 7. CEMENT CONCRETE.. FOR FOUNDATIONS AND BASES SHALL BE CL ASS "B " 8. ✓UNCT/ON 'BOXES ,'SHALL BE TYPE NO- 3 OR SIZE TO FIT REDO/REMENTS. 9• PENETRAT/ON OF POLE FOR MOUNTING SIGNALS OR PEDESTR/A N HEADS SHALL BE DONE /N THE FIELD., /0. PEDESTRIAN HEADS SHALL HAVE A MINIMUM OF 8' CLEARANCE. //. ALL POSTS AND POLES SHALL BE PROVIDED WITH HANDHOLES AND COVER /2. FORT -DETAILS OF POLE BASE SEE W S. H.D. .STD. ✓-2/d /N SPECS. /3. EXISTING SIGNAL SYSTEM TO BE REMOVED, SEE- SPECS. /4• EXISTING STREET, LIGHTS AND TRANSFORMERS SHALL BE SALVAGED. /5. SALVAGED EQUIPMENT SHAL L � • BECOME PROPER TY OF THE C/TY OF AUBURN (DELIVER TO AUBURN MAINTENANCE YARD- ) /6. CONCRETE;, /N . EXISTING POL E BASES SHALL BE REMOVED TO A • DEPTH OF /'i BELOW -FINISHED GRADE. /7. EXISTING ", UTILITY POLES TO BE RELOCATED BY OTHERS /8. FOR INTERSECTION DETAILS SEE, SHEET NO. 5, /9. FOR SCHEMATIC WIRING DIAGRAM SEE SHEET. NO. 7, . tl a v: va.:'.'r .' i .:. .. :. 3:6i„"ir .•F. i'.-.1 •:... as :i..j ai"�rv".:..f. ,.. __ ^ Y . INSTALL STEEL TRAFFIC,. SIGNAL:.! STANDARD, AT,., LOCATION, /ND%SATED s W/TH 2 SIGNAL HEADS (8B) NO'S. 5 8 6, I3 FT. 8 25FT. FROM CENTER OF-STANDARD' ON 25FT. ARM AND 2 PEDESTRIAN SIGNALS NO'S. /2 8 /4. (8 B 8 0 A RESPEC,r T/VELY) ... s • ,per r';E ,, .., ; . �4,I .•. O • INSTALL STEEL, TRAFFIC SIGNAL ' STANDARD , AT LOCATION:INDICATED W/TH 2, S/GNAL HEADS(0A) NO'S. 3 Q 4,21 FT. a33FT. FROM -CENTER OF STANDARD ON33 F -2 PEDESTRIAN �S/GNALS NOS I 8,'/6 (0 B Q BA RESPEC , , -•- T ARM AND OT/VELY; > »;:� " .. ,.,.,. .. . •.....�;>k{��-;�*� .: ...:�- • _.�.f; _ ��x��. �� .... Y.r-.��. ,;:.: _ INSTALL •STL. LUM/NA/RE STD. WITH TRAFFIC SIGNAL ARM ATLOCAT/ON /ND/CAT ED WITH w 2 SIGNAL ``HEADS (08) NO'S 7a8,21 FT. a34FT. FROM • CENTER OF STANDARD O/V 34FT, ARM AND 2 PEDESTRIAN . SIGNALS NO'S /O 8.15 (088 OA RESPEC-. ' T/VELY-) 1 .�: t 7'!«"'a ,.:•.,, ::. ' .•. -, 3PJ,,.r.,kb. .. .Ika '- ,.s.:''... O INS TALL STEEL TRAFFIC „ S/GNAL STANDARD AT LOCH ' ' INDICATED , p WITH 2,, SIGNAL HEADS (OA) yNO'S / Q 2, /8 FT, & 30FT FROM CENTER OF.. STANDARD ON 30FT ARM AND 2 PEDESTRIAN ,;/GNALS NO'S 9 a /3 (0 B 8 0 A RESPEC— ., T/VEL Y. l O 5 INSTALL INDUCTION DETECTOR. LOOP; SEE DE TAIL S THIS SHEET AND SPECS BOX. V 6. INSTAL.JUNCTION,. L HEAVY DUTY T INSTALL CABINET AND CONTROLLER EQUIPMENT, SEE SPECS. SIDEWALK —.� CURB OR CURB & GUT TER 3 -TURNS PER FOOT 'THROUGH CONDO/T TO PULL BOX OR SIGNAL 0 BASE. n DETECTOR WIRES i��.�rri/\\\ m�\\\•iirr� 'iiri,\\\.•i r,w�i ow /N PAVEMENT CUT ^"'^ " L ENGTH OF GARD SWEEPING "L"= 6 /2 EN TIMES DIAMETER HOSE AT POINT OF OF CONOU/ T. M/N/MUM _ i ENTRY 9" RADIUS. /12 CONOU/ T DRAIN "T" OR "WEEP HOLE" L OOP CONNECTION TO PUL L BOX E SIGNAL/ZAT/ON DETAILS r EAST MAIN STREET AT /lW STREET AUBURN IN IMPI?oVEMENTS t A►rROV[D.1 - CITY•. OF AUBURN `"`rr-6-°'/� TIAC[DYsM FILM NO. , o-eccToltl OF suc rowRs CN[CK[n R.L.. CAT WA sHTON G -; f �- '+ SCALE v�—� � f E DET 16 DET I7 DET I8 DET Is DET20 i J Q a Q. 0. ITTM M 6a W 0. 0. (1: �,0it: Nh (WOV � Z —hti..'���-...... •... _, _.'. , ,._r.'-..�...i��.s..+'-�<'•y]:.:�w:;i�ti'—"R....r.'_"`.a:��,.�.,.Y�., 5�.�, �� °..a6;=� - - - � - _i+x,. ea. ,l►a- — 'C.w�'Md...+t'W.ir.u�'�i.uYalw'v1•`dY'�r'..r � +.n.W'w.....,.,...✓ti...wi,awy.. 4 N� ' ...r�.�.�+•.YM/iR•4Yb.MN'awM�Mtiw[M•,..�W!]Iamv 1,+M.'•.'�v'k.w+.i.�..F��.r+. �.+'^7.r!'"A�tY CONTROLLER CAB/NET _ bmr\bp�m�bh NNNN�.� I mmmmmK I a NN 'II, II.�r.��•►.rZ MNN��^ NNN}NNhba�M�NN9:,aaaa�MMMMM'NNN i. i.iz r.r��r�r. cob�o�ob�obcolococobcobbbbb�nhhh Nbr7N NOD ^bh�t�N ������ h hhhh O �g hhvi v",z" o '�mm 0M`q mmmmmm 111 I I caomm I I I I �o�.m to 3 0 I I I - ✓B. R 621 - R A 622 -Y G, 623 G- 626 -W- HEAD 6 OB HEAD 7 OB 7/5 WB 7/4 . YJ PPB, 15 7/3 w_• R 62/ R DONT 711 - A 622 -Y WALN 7/2 G 62 `_G 7/3 1 — 626 -W HEAD 5 PED HD. /4. OB 174 No F, 1 J �3 W 0. �b I. co co co p tQt. W@ Z H,� Z --JBI LDETW t 'M DETI2 —��DET/3 , ]DET /5 t to w cif R/s SCHEMATIC WIRING DIAGRAM EAST MAIN STREET AT M STREET coo a►r11 INITIAL REVISION IMPROVEMENTS AUBURN INTERSECT/ON �,,e HILL, INGMAN, CHASE & CO.�°aA•M CITY, OF AUBURN A"41OV90 By `""'�°'� .,LE "°. S/DAL E' w.rcro« or uc vo�cs } "«RwoR.LP. DATE WASHINGTON a i CONSULTING SEATTLE APIPV v ENGINEERS WASHINGTON DATA T + SCALE " n0/1� 7' r - ,.., _ i :.:..,..,,:. _+.,,. �,.%tL.v;1".r:.M,K' u.Ris.::.+.^+::..r,•:. +i.y6r.,w:.,.m .�, ., s.:..sn•r.•''�..f+4is..... .,, ..aar Lr+.']o..=.Lti. -.•s...+r:zr. : ' - ut.i�.l� II I� '3TirF,.iss:•'L•,-,.vL...+�+-�,+r•rM+s, :sc'��,,..:,a:.t:1r,:.. yy„'..YS,.� - - _ . - .. -'►•••0•---4:.,.w,-•ii-. 7 i�",�•.w •tea LEGEND I �� CONSTRUCT/ON ''NOTES ' 11 q II 1/ REMOVE ALL EX/ST PAINT STRIPES TRAFFIC BUTTONS AND LANE MARKERS, -LINE u 1 O x r W/TH/N R/W L /NE —NEW U I CONSTRUCT/ON LIMITS - � II u III _ ------ R/W L/NE- EXIST. II U III O REMOVE EXISTING CURB 8 GUTTER. , --------- EDGE OF EXIST. PAVEMENT l !I 11 1 I 1 NEW _EXIST _ _ CURB `— _ If " 11 I O INSTALL CURB 8 GUTTER. FENCE ////�� j I)U4 INSTALL CONCRETE 'SIDEWALK.////////// ' SD =--_- STORM DRAINAGE .np ' 1 O INSTALL TYPE I CATCH BASIN ---'- ---' � OVER EXISTING PIPE �I G • -d- UTILITY POLE - / U � O � All : I � 1,1 O ROCKERY WITHIN -COREMOVENSTRUCT/ON L /NITS. .i TOCKP/L E ON AD ✓ CENT PROPERTY -¢- LIGHT POLE '� �` 4 `'�� .� I AS DIRECTETRAFFIC BY THE ENGINEER. O CATCH BASIN 11 _ I . l �l C� w7. INSTALL /O TRAFF ....- . w , C BUTTONS. 1 O INSTALL RA/BED ISLAND WITH TYPE "A" TRAFFIC CURB AND ASPHALTIC O MANHOLE // h 11 ! CONCRETE. (SEE DETA /L BELOW) l� - \ 11 1 "ONO Wi INSTALL TYPE "C" TRAFFIC TELEPHONE VAULT t � ` /l - !! I / ' rr^^^ �Q FF/C CURB. O Il �,. �1 / l � /Q INSTALL TRAFFIC ARRSEE DETAIL, DRAWING /N SPEC/F/CATIONS. / 7 //. INSTALL CROSS WALKS AND /8 WHITE. STOP BARS. WHITE PANT STRIPES OF CROSS- WALK SHALL BE 6" WIDE. - �y ..r • ... ,,, __•. . ,.. . _ >.W., ..' _ .r .-''. , ,, �,. :r', • ' _ I/ i4• l/ l . ��a_ /2 INSTALL PAINT STRIPES_; FOR CHANNEL AS SHOWN . YELLOW AND ' WH/ TE STRIPES 11 l SHALL ALL BE 6 WIDE. (SEE LANE MARKER PLACEMENT DETAIL, SHEET 2 A O Q ,,' //. j /3. FOR S/GNAL /ZAT/ON DETAILS SEE SHEET NO. 9. O -7. - .l� / - - - t - i I II • 4, #/l \ \ YIELD S/GN a: R 2' 2'R t t ArUBURN WAY SOUTH _---� STR/PE — — — — — ---------------------------------- / WHITE_--- -- _--___— M � _ . r• • 1 --- —� —• _ _ _ _ _ _ =— �� tr 8 RA/BED ��,._� ; � `_� �� �—' ; • , — — — — -- — ._ a / • /"BL N . --•— T�■S/NGLE OL/REOVEr�--STOP B�EX/ TRAFC CURB 3 YELLOW A a ...4 63.5 a ,of, —__-- cr---c, O • , :; c - TYP. I I SINGLE SOLID 5 c : YELLOW STRIPES---- -_--- 5=� k �> — TYPE n C • STRIPE TRAFFIC CURB t SOL ID WHITE _ 4.,. .� :.,.1_ar. ,: • _ , I I •� . - � • ,.t, . . e} � SINGLE _ , . 1 l r c — REMOVE., EXIST I i y�„ N r� _, v a •�r . av R 2R • ' ------ --- ,, STOP BAR JI �V C•4:. r: �,,,,,,,° : ,_ ,.v. . ,.. -- —_ —_==_ ------ __—_-- S EXIST. GUARD RAIL — -- u� t '� MHO , Ir .Qt r _ SINGLE SOLD WHITE STRIP E I { '¢ c LOCATE � NEW G B , LI =� ,► OVER EXISTING PIPE �z I _ — _ _• � I i SD Tx C { uT 3�w 3X3 ,'cif it c ,wo CI YIELD SIGN \\1--S/NGLE I a7 - t ' `' �.. ,, Cl�+: s'" ���c=i . 1 r "'"I 1 11 SOLD !.. It '''' P/NGLE SOLD S 1� q YELL r II :;' i� a 3 YELLOW STR/PE �i• t t s 2 " ASPH. CONC. ,k---- , 11 . 11 111 s � K Y.- f // CLASS B -. 1 7�s 11 ''r ' Il :_? ,: :.. Il '• °`✓ �• e- .. . 211: —TYPE "A" TRAFFIC CURB - .; 11 Q,,,1 / r_� EXIST. AS_PH- d_PA_VEMEN_T — — 6" REMOVE G; { .a., I — 2'R 1 (. P'" EXIST PAVEMENT 3 O 1 11 2 ,. f ►� - RAISED /SLAN u D DETA/L — VAR/ES VAR/ES VI 1 Ib'T �I ! is _ u � 1� 11 11 • 1 '� 6 C Rvs►1 ro Roc--- EXIST. PVMT_-Ji _ TYPE A3p.' C. 8 G. Q 1 Il ! 11 1 . � 3 CLASS "BA'ASPH.CONC' c� 6 CRUSHED SURFACING BASE COURSE ADDITIONAL PAVEMENT DETAIL L u I INTERSECT/ON ' DETAILS • AUBURN WAY SOUTH AT DOGWOOD �'STREET ' REW:I AUBURN IN IMP ROVEMENTS GATE INITIAL , Nlll; IH6MAH, CHASE & CO. Rp A CITY OFAUBURN `"[[T�cr /0 :. C"«�.,R.L , °A /. WASHINGTONM.� FILE NO. , CONSULTING SEATTLE APIPWO ji a<S 8 ENGINEERS WASHINGTON I« ' STR , S , ;4 V 8 NO. /2 (4 SHIELDED PAIR) 12 8 NO. /2 (4 SHIELDED PAIR) 3i / %4" CONDUI T, 2 NO. /2 (/ SHIELDED PAIR) /4 / 2 CONDO/T, / / NO. /2 CONDO/T, /2 NO. /2 1-6 4 NO. 12 0 2" CONDU/T, /3 NO. /2( / SHIELDED PA/R) A8 2 %; CONDO/ T, 29 NO /2 ( / SHIELDED PAIR) /2CONDU/T, 4 NO. 12 Lw1 /i2 CONDUIT; 5 NO. /2 / %2' CONDUIT, /O NO. 12 (/ SHIELDED PA/RJ © 2 % CONDUI T, 34 NO. /2 ( / SH/EL DED PAIR) 314" CONDUIT, 2 NO 12 ( SERVICE) EIRING SCHEDUL E v _ AUBURN--WA''�_ SOUTH.,, I10 L-MM., LEGEND TAPERED STEEL POLE W/TH MAST ARM. TAPERED STEEL POLE W/TH MAST ARM AND LUMINA/RE. --.� SIGNAL HEAD o JUNCTION A4 PULL BOX — — — — RIGID METAL UNDERGROUND CONDO/7- (NEW) —� PEDESTRIAN HEAD El INDUCTIVE LOOP DETECTOR ® 20 SOLID STATE CONTROLLER — L C — / " D/AM. STREET LIGHTING CONDUIT �+^ PEDESTRIAN PUSH BUTTON (ARROW ON SIGN /N DIRECT/ON OF CROSSWALK) f r, l /2 " rDl 8„ O/2„ O 8" O /2„ © 8„ /, 2,3,4, '/3 5, 6,7, 8 SIGNA L HEADS DONT WALK WA L K 9,10,//,12 PEDESTRIAN HEADS AUBURN SOUTH k W cn O O O WAY PED.t7 i Irk HEADS ON 1' 0A 08 CHANGE TO CHANGE TO O B` A 2,3,4,/3 R. R G A R '5,6,7,8, G A R I R A 9,10 IDW DW 3 o OW 11,12 3 DWI DW DW PHASE SEQUENCE CHART 14 NOTES 1 /. THE CONTROLLER SHALL BE A SOLD STATE MODULAR TYPE FOR 2 PRASES._ 2. ALL HEADS SHALL HAVE TUNNEL VISORS AND MAST ARM 'MOUNTED HEADS �- - SHALL HAVE BACKPL ATES. 3• EACH HEAD SHALL HAVE ONE. SPARE W/RE. 4. STREET LIGHT MOUNT/NG HEIGHTS SHALL BE 30' MIN. 5. CONDO/ T S/ZE SHALL BE AS ' SHOWN. 6. ALL SIGNAL HEADS AND MOUNTINGS SHALL HAVE POSITIVE LOCK RINGS AND ST RS 7. CEMENTCONCRETEFOR FOUNDATIONS ANDBASES ' SHALL BE , CLw ASS :'B `: _ • 8. JUNCTION BOXES SHALL BE TYPE NO. 3 OR SIZE TO FIT REQUIREMENTS. 9. PENETRAT/ON OF POLE FOR MOUNTING SIGNALS OR PEDESTR/AN HEADS SHALL BE DONE IN THE FIELD. , /0. SIGNAL HEADS MOUNTED ON POSTS OR ON POLES SHALL HAVE A MIN/MUM OF /0' CLEARANCE. b% //. PEDESTRIAN HEADS SHALL HAVE A MIN/MUM OF 8' CLEARANCE.., /2. ALL POSTS AND POLES SHALL BE PROVIDED WITH HANDHOL ES AND COVER PLATES. /3. FOR DETAILS OF POLE BASE SEE WSH.D. STD ✓-2Id /N SPECS. /4. EXISTING SIGNAL SYSTEM TO BE REMOVED. SEE SPECS. /5. EXISTING STREET LIGHTS AND TRANSFORMERS TO BE SALVAGED. 16. SALVAGED EOU/PMENT SHALL BECOME THE PROPERTY OF THE CITY OF AUBURN. ( DELIVER TU AUBURN MAINTENANCE YARD) . • , /7. CONCRETE IN EXISTING. POLE BASES SHALL BE REMOVED TO A DEP TH OF /' BELOW FINISHED GRADE. . /B. EXISTING UTILITY POLES TO BE RELOCATED BY OTHERS. I9. FOR INTERSECT/ON DETAILS SEE SHEET NO. 8 20 LOCATE CENTER OF POLE BASE 2.5' FROM BACK OF CURB. t 21 FOR SCHEMATIC WIRING DIAGRAM SEE SHEET, NO. /0 ' INSTALL STEEL LUMINA/RE y STANDARD WITH TRAFFIC SIGNAL "` ARM AT / o� LOCATION INDICATED WITH 2 SIGNAL HEADS (08) NOtS 3 8 4,37FT. afk3-FT. U£,,-,,m Gwp ' FROM CENTER OF STANDARD ON37 FT. ARM. t' Q INSTALL STEEL TRAFFIC SIGNAL STANDARD AT LOCATION INDICATED •'WITH 2 SIGNAL HEADS ( BA J NO'S 5 8 6,37FT. 823 FT FROM CENTER OF STANDARD ` .ON 37FT. ARM. OC S/GNAL ; INSTALL STEEL LUM/NA/RE' STANDARD W/TH TRAFF/ �eARM AT LOCATION INDICATED WITH 2 SIGNAL HEADS (OB) NO'S. 18 2, 22 FT... 8 // FT. ~' t.. ; FROM CENTER OF STANDARD ON 22 FT. ARM, AND 2 PEDESTRIAN SIGNALS NO'S /0 8 // (OB 8 OA RESPEC T/ VEL Y). 4. INSTAL L STEEL TRAFFIC `S/GNAL STANDARD ATE; LOCATION INDICATED Wi Th' 2 SIGNAL HEADS (0 B) NO'S 7 e 8,20FT. 8 33F T. FROM CENTER OF STANDARD ON 33FT. ARM, SIGNAL HEAD (0 B) NO. /3 ON STANDARD, OAND / PEDESTRIAN SIGNAL NO /2. (OA ) INSTALL INDUCT/ON DETECTOR LOOP, SEE DETA/LS SHEET NO 6 AND SPECS. I 6 INSTALL HEAVY DUTY ✓UNCT/ON BOX. O7 INSTALL CABINET AND CONTROLLER EOUIPMENT, SEE SPECS INSTALL PEDESTRIAN SIGNAL STANDARD AT LOCATION INDICATED • W/ TH ' PEDESTRIAN SIGNAL NO. 9 (08) � z p % I SIGNAL IZAT/ON DETAILS R S� f-goo AUBURN WAY SOUTH AT DOGWOOD STREET � m AUBURN INTERSECTION IMPROVEMENTS • L DATE INITIAL REVISION �° GryTtA Nlll IN6MAN CHASE & CO. °�~ �� A►MovtD er CITY OF AUBURN ' sNtrr�o►_1Q_ , , TAAC[D DAM CN[CKEnRL _ DATE WASHINGTON FILE NO. CONSULTING SEATTLE A►F-WD ENGINEERS WASHINGTON OAT•' ' r SCALE NL" - ?O, 71 S1'1Q43 5,q —' ./ I f DET / DET 2 f DET 7 DET. 8 �;�I:III• Q m 07 t ? il�; , -f�:�: i� o 00 -, II17 � O "Z t.) 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CHASE & CO.' •w•. oaMi �, CIT'( OF AUBURN _ I io ��o_ ...�. MAI E� RLP I �:prCTOp OF%I WASHINGTON .� Etw;:t+(E°; NASr. �I;7�•. I , • ' raw / S Q- .., " 1