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HomeMy WebLinkAbout77STR2605■ .r _ - - - • • yy , i MAYOR ­­-­N r -CONTR T.KERSEY :Y• a. it a. .. ..;.. ' <._ +: . t.i `%,.Ii. 7.-• ...'•i s:' .0 .may .`' - .. t i a _ 1 , _.::.•. • ST. N. c r v yE 3RD ST. NW/NE--STm _� - .� - .� - i .f• r j - .ram—' � ,• SCHEDULE B . -. . __ .�: - :3. - r , •- F.., � - . _ - i 3RDNW/NE.�SEWE JR O YNA -IMPROVEMENT - CITY COUNCIL - Y . d l - i SCHEDULE :' � _ . i lino T > i . WEST &EASTMA��TR�RO6ERT ANDERSON STREET C 7th STREETSCAPING PE _ .. r: • .. fir. .,.- .+.. r-._ .... _ '_' a. '•. - + - _ , • r , . OJ , • RONALDCRAIG VICE CHAIRMAN STREET COMMITT- ^• • - - 1' ,. �; � .�x_ Y x• " - N.E. - t o : M4. ., 3RD ST.NW ALFRED ' 3 .,.t , _ : _ •• • -.N •s MAIN A . � N.M.N LILLIANKITCHELLTr CLARENCE 11 B U D11 LARSON Q�� - =�It JOHNLEA CHAIRMAN - •--.. "'" :"•` _ - STREET COMMITTEE �_ •� - v - - -- -• - �.' s .df „r . � I .. - t Mrs,•_ •-,`t- _ ROBERT A. ROE S 3 36 fh g, GNER :f - �+ 15 th ST. S.W. AIE129 iE/EAAI OErrr' 0 1 r • .16 DIRECTOR OF PUBLIC WORKSj o :. PAT NEVINS - • SNOT AS BUILT4 A PROFESS s, DATE1 I CANAL• ,oRGA N I ZAT .� CJ N STREET 1111PROVEINENTS 3RD STREET N VV - /___ N E Fi( I P��L, CONFORMS TO DESIGN CONDITIONS & NOT S E A T T L E, W A S H I N f IELD VERIFIED G T.O N -� - - ' _ Contrort N2. 77-12 W.0 04402 4? 70 $ 77 STFt 2605 SH-! z .j�_ GENERAL LEGEND —EXISTING N,- Ol 0­3� UTILITY POLE � A-MCHOR. �--( FIR.E HYDRANT - f VALVE ® WATER METER 0.5 5 2.5 22 22 r .5 5 0.5 - STORM DR.AIM IKII_T ____-=•_-_-== STOR..M D> ZAIt-4 =_ PROFILE GRADE 2% C.TI - O 2% 2'\ 5S SAM ITAtZY ..5EW ER. P Ut1t0ERGR.0um0 POWER 3 / (VAR. @ INTE-RS 3% (VAIZ @-III a.....• - Tkxz ,�• �� i�' :•.i/:W WATERMAINA T UK10EPCaR0U1dD TELEPHOLLF- Ap LC;.EMEKiT COMCRSTE SIDEWALK , TYPE' B' _ - _ CaAS MA1 N STORM SEWER MAt�l1-tOL_E _ O�IO MIM. OVERLAY -ASH PAt_T GOI.ICRE.TE PAVEMEt`IT _ _GLASS .`P.�`_._WEARIMC= COURSE -GEMEt1T GOI�GRET'E CURB - _.__. TYPES `5' OR'D' _ E.XISTIMG _PAVEME_MT T0'PEMAIIs IKI PLACE O SA,I�ITAczY SEwE1Z MALIHOL.E. --o- 3ICa1� SEE, DETAIL) TYPICAL ROADWAY SECTION 3RD ST. N.W./N.E. - a.o O.I`7' - o I�' _ -__ 0+00 TO I +33 INDEX OF SHEETS -SCHEDULE A _ O 25' ASPH . CANG - 3+ 50 TO 13 + 86.17 3Ol - - _ -- - - - - - - - ---- — - -- - - -- - - - - _. PAVEMEi1T.. GLASS _C� _ _ - ---- -- AsPH.-COCK.--.PVMT_--Cl' �'�..�_ - - VAR. SLOPE - SHEET N0. - -- - - --- DESCRIPTION -- — _ _ ----- — —_--------- ------------ - - -- O.l?.' CRUSHED SURFAC_IMC=x ;. 0.5& GEM. COLIC. BASE _ -- -- I: TOP . GOU2SE CRL15H. SUR.FAC-I NU SASE . _ . - l -- - - - -FACE---SHEET-- - - - ------ --- - -- -- - -- - - -- - � 0.so'CI�tIIv) Gtzusl-QED y� -� - - . COURSE AT DEPTH LOCATIOM TYPI CAL ROADWAY SECTION As DIRECTED 13Y THE. EI,lGitlEEh. SuRFAGN& - SASE cot�IZSE- - 2 -_ _-______- _.TYPICAL_SECT_IONS _ & __SHEET__ INDEX _ 3RD ST. N.W. 3 -.D ETAILS---- 1+33 TO 2+33 - RT. & LT. -- _ 4-7 _..PLAN. & PROFILE 251 8 INTERSECTION _ . 'C'. ST. & W. MAIN ST. ly 9 _ .. _ SIGNALIZATION - _'C'.-ST. N.W. AT 3RD- ST. N.W. O.50.5 10 _ _ _ WIRING -.DIAGRAM --_C..ST N.W. ..AT 3RD ST. N.W. 14.5' 29.5 5' 11 SIGNALIZATION__&_CHANNELIZATION -- PROFILE GRADE AUBURN __AVE. _AT _3RD._.ST._N.E. & 4TH ST. N.E. VAR.- 20/0 12 _WIRING -DIAGRAM---. AUBURN -AVE.- AT_ 3RD _ST.-N.E. - 13 WIRING DIAGRAM —AUBURN AVE.. AT ..4TH ST. N.E. � ',e ' O.0 • . p•. • i?.�t. - ----� --� .� � �.. —... _. .� _.� ...� � � � , -O D• � ti ' "���moo ���`/ 14 SIGNING PLAN MOTE: FOR, PAVIMCG EL.EVATIOW LAYOUT OF IKLTER.SECTIOI..I OF 5 2D ST Q.E. -- AUBUIZ" AVE.- 4TH . ST. N-E. SEE SHEET 3. d TYPICAL ROADWAY SECTION . AUBURN AVE. 0+88.75 TO 1+43.67 PAVEMaklT IE ASE. TYPE THICKt`,1E.SS FOR AUP�URN AVE. �_ 4TH sT. W.E. TO BE. THE SAME AS Ak3OVE FOR 3RD ST W.E. 30' 30' O.5' 0.5' 7.5 2 2 2.2 5 PRO F"I LE GRADE 2% _ 20/Z"/ /. Q n0 'e A .O p -r —__. —... _ _ . . ..ram ._ .. Go- N • . p • A o- \ TYPICAL ROADWAY SECTION 4TH ST. N. E . 0+56.02 TO 1+76 50` 0.5' 5' 2.5 ` 2z 2% T ' O.17' ASPH : GOI,1G: PV M T. - GL - - 0.58 CEM . COLIC. BASE CRUSH . SURFAGIt`iCa PaASE - - -- - 0001ZSE AT DEPT" > LOC.ATIOI4 A,Z-> 01REGTED BY THE EMGIIVEER- 30' 0.5% 5' PROFILE aRAOE ...� .�iy�yy=-1]�i�:i:::=..... ....r. •:vr►:::i $aii i :-.` ::tom........• 0.33' ASPI-1 : COMC - PV MT. -- CL' B' CRUSI--IED - SUR FAC.I UG BASE - - COURSE -- VAR. DEPTI-t . TYPICAL ROADWAY SECTION —NOT AS BUILT— RQ 3RD ST. N.W./N.E 6Y DATELI: 7 2+33 TO 3+50 CONFORMS TO DESJGN CONDITIONS d NOT f•w,mM;SfFy N.11111111111111 1 ^FIELD VERIFIED e o f wetw, on s 1'; oost�`����`r`' Axmed : ,By • ' ,Contract Ro. ti No. DATE BY REVISION 77 12 Job No 29-O5-!Q. Dbsignedby..K-L•P Proj. Engr.E FOr Director cf Public, Works VII.0 04 40? Vol No Drawn by.... J .K� .... oved by ............ Scale. NONE ......... Checked by .. ... Date.. CITY OF AUBURN, WASHINGTON . STR. IMP. 186 STREET IMPROVEMENTS — 3RD ST. N.W. N.E. C" STREET N.W. TO AUBURN WAY N. • t RB CGMIANY SHEET 2 I Consulting Engineers and Analysts Seattle, Washington 14- 77 STR 2605 SA-2 in = in a0 N N N 0 O� J } 76 u1 N t` � tn N °N N --- -- --75 00 - --- +1 74 O 73 e 0 O GEORGIA PACIFIC, ESLCG;_ N L51EEX[eiTIWCAKIEW 51DEWALK DEwALK (HANDRAIL 1�40T 514OW U) M, ►A N ~� 75 PROFILE Op GurrE + 8`4C 22 Li: +1 ow~ _ 74 ��� 0 73.54 -- - --- - ►A E5ACK OF EXIST SIDEWALK o .•e.a o- I %2" O HAN DRAI I. O.5 - TO POSTS @ S.0' 22.0' 0,_0"O.C• MAX. J N V � - N °-- p D. PROVIDE n WEEP HOLES _TO_P O_F_EXIST . WALK °�4`4 PSARS @ Ig�� `C O• O . L. /. a o SECTION A -A lo: . o� CONCRETE WALL l LT. 2+37 TO 2+53-- N, / 7&S5 82 77.22 7�.92 �$ /-&00 ,9 0[ � �•81 � 77.31 °0 O 4 O ti° . 77.01 7�.72 77.40 . 7iv.(d4 Zp'•' 77.10 3RD ST. N.E..ZO A. 77.49 77. Z5 - - 77.58 -77. 0400 4TH ST. N. E _ NOTE :. ALL ELE.VAT IOA.IS ARE TOP OF PAV E M E-QT. r% A. •.. 1 0% r- a !- . I A T I 11 IL. I A% I A A. T /INTERSECTION 3RD ST. N.E-AUBURN AVE.- 4TH ST. N.E. ii 0 - ADJUSTMEWTS L.0GAT101.1 DESGRIPTIOL,I - 3 RD ST ?-VLT 1 +33 MAK11-10L°.E_ 19, IZT 2+'5& MAN HOLE 33' RT 4 +EVo CATCV4 B IbIW I I' L-T. 5♦59 VALVE BOX IV RT. (0+54 MAMHOLE 37' RT. 8+ IGa VALVE 5OX ZO' LT. 8+58 VALVE ESOX I 1 ' L`t" 8+45 VALVE 5OX 13' RT. 8+87 MAN H O L..E 12' RT. 9+81 MANHOLE 56* LT 10+315 VALVE BOX 3!a RT. 1 1 +3g VALVE BOX 13' RT. I I +(0a MAKI F-1OLE. 25 LT. 12+25 VALVE BOX I -S L.T. 12+73 VALVE PDX ` 21' LT. 12-+82 VALVE. BOX 31 RT. 14+4G CATCH CAASIK I I' LT. 14+48 VALVE BOX 33' RT. 14 +45 VAI.._V E C30X AUBURV4 AVE_ 18' L.T. I -t- 45 CATCH eA51 M RT 1 +76 CATC 4 ES 51 M W . O 4OT4-7e) VALVE E50X 4 TH H. ST. 14' LT. 0 +&2 VAIN E 50X 1`7.5' LT .1 +89 CATCH BASIM 17 ' RT t + 89 CATCH BA51m I BREAKAWAY.____ 4# LIGF-1T 5TD. 3 %(-10 ---I - REMOVALS LCGATIOAI DEE-5 R1 PTIOM 3 RD ST 21' LT 4}85 CATCH Eh4SIki IV RT 4+83 MAUROLE 18RT. 5+16 CATCH BSA M ?-I'RT. 5 ♦ 2.l CATCH BAST kl P-d, LT. 5+23 CATCH a A51 m 20' RT. (04 58 N1AN4WOLE. - 22' RT. 7+85 GATGH 5ASIK1 22` RT. 8+22 CATOH ES A►511.1 10 UT. 8+3 5 CATCH BAS11`I 1V RT. 9+80 MAmHOLE 21' RT. 10+99 iCATC" BAS I N ?-0 RT. 11 + 38 CATCt4 B451 M let RT 11+55 MAMHOLF. GENERAL NOTES. I. ALL COMC2ETE SIDEWALKS � DRIVES 5KALl- BE REMOVED UAlL.E55 OT!-t -;ZW 15E MOTED OM THE PLA14S_ 2. WATER METERS SHALL _ BE _ RELOCATED . 5E.TWEEK1 6ACK OF CURB f SIDEIWAL_1C, UNLESS OTHERWISE VOTED, 3. 000CIZETE PA\!E_ME1.LT > SIDEWALK GUTS 514ALL. 15E 'Z>TkAIC=HT 4 PARALLEL , 1r SHALL PROVIDE BEV E LE D EDC-xES SUCI-1 THAT THE PAV EME 4T CUT 15 APPROX° I %2 ":.WIDER AT THE TOP OF THE Sl_A.5 TRAM AT THE 50TTOM. 4. ALL ME.W SIDEWALK SHALL Iv1ATC14 EXIST. AT KIEAREEST SCORE O'R Coi1STRUCT IOU JOI h1T. - AL.L_ 'GRA\/EL DRIVEWAYS.—.RECC*445TRUCTED-SHALL 5E 5URFACED Wl 0.17' OF CizUSHED -_SURFACING _ 5AbF_ _ COURSE._- -6. ALL.ASP1--1ALT DRIVEWAYS=.�:_PACZK1t.1G:LOTS- RECOi.iSTRUCTED .SHALL- HA�/E." O. 17' :-Ot=: ASPH.--00MGF2ETE-PAVEMEt,.IT -CLASS' B' -_ 0.17'_.OF_ CRUSHED _.5URFAC1K1C=F3ASE=:COURSE=- -- -_ -- V0 WEATHERREAD OR ELECTRICAL -7. SEE SCr"E_DULE e FOR - VAULT PONDER SERVICE ,240/IZ0V, l0 j 3W ME.TEiZ '-FIRE.:HYDCZAI�IT RE-VlSlollS. V2_"G - - 30A lI`1L. MF- FUSE IN IWATERTIGHT It,1 ULATING BOOT. I- SIDEWALK OR .- ROADWAY-_ SUI�AGE HAIJD I-IOL.E • �• d�c .��. A •a ate. e� - 4; .s o 3798 -- LIGI4TIMG CIRCU IT OR 34G�-TRAFFIC 4 LIGHTIMCh «: ' • : , i RIF 1011-6 BARE TO COMDU IT BOMOI KIG •� - �- ESAGKF I LL.� I _ G2.OUP.I0 ROD ------------------ - --- - - - _ _ �, -- - 408 L_IG HTI h!C= CIRCUIT _ , ' OR 3Co TRAFFIC, LIGHTIhlG ILLUMINATION ___�__. _ o a+ • -- - - 8 IC51lIT�3Y, ' _e_ • . _._._� :. - - "0-CORDUITS-.BY - C. _R-TRACTOR-------.-. - __--___ • 0000 Q • --PUGET_5WMD _. POIWER -: ..PACIFIC,=N_1N.-C3EL-L__ TO OTHER LIG V4TS _ OR TRAFFIC,' C0KiTCROLLER - -: �: _GA5LEVISIohI SERVICE WIRING SCHEMATIC IN LINE 5A FUSE lIJ•BREAKAWAY.-�____-._ WATERTICaHT It4SULATI KIG B7w, T. OLDERED TAPED TERT IG I --IT. #`5ARE WATERTIC-A -AT 5PLIC-E qg I ►,G%• BL INSULATING BU5"ING wIT 4 / GI4UNDIMC= LUG. SECTION VIEW TO LIGHT STD. SASE HNJD HOLE 55 � /8 „.0 X 8 ,-O" MIN. �-GROUKID ROD I Vrc BARE 5014DI MCa WIRE 6 I I Z•"G G ROUMD ROD POLE WIRING DETAIL PLAN VIEW - TO OTHER VJOT REQ D R r r I/I _ BARFE ,� OTHER F-IAhIDFIOI..E Approved By Contract No. 77 �6 12 For Director of Public Works W.O. 04402 No. DATE BY REVISION Job NA4.29-05-10. DI'signed by....<-'P.. Prof. Engrx. Vol No.. ............... . . Drawn by.....J • K .... Ap oved by Scale.... NO.N E 4-4E..... Dace.. 4 113o f 77 ......... Checked by.... .. TRENCH EXCAVATION & BACKFILL DETAIL FOR ELECTRICAL SERVICE .NOT AS BUILT' �Y DNTEII-,m:Rn CONFORMS TO DESIGN CONDITIONS d NOT FIELD VERIFIED ,�,... SCHEDULE A f: CITY OF AUBURN, WASHINGTON STR IMP 186 STREET IMPROVEMENTS - 3RD ST. N.W. N _E. C" STREET N.W. TO AUBURN WAY N. U RS C O M PA NY SHEET Consulting Engineers and Analysts 3' ,a Seattle, Washington 14 Ij 77 STR 2605 SH-3 L ryasP- 0 4a op 72 70 STREET IMPROVEMENT LEGEND C2055WAL_K \\••••\\ \• _ 1`iEW. ROADWAY \\\\\\\\\\\\\\\ T21 Not R,04 Eollwomo No Eel 13 d a >~ LT O+2lo of I?O-XXAT E W.M. .s ..14 TO BACK 51 DE L.T. 2-+37 TO 2+53 OF 51DE-WAL-K � Z ? COM5TC2UCT CXDKiCRE-TE WALL W FOR DETAILS, SEE SHEET 3 � I _ LT. 3 t 38 �``•--�. - I I ;r.;: HOUSE .e� = 74. i _ > � � I P T2Et.�OC�ATE W. M. 0 �- •_� MEW-MESIDEWALK �[ 1 I i = 67 7 pC I:IL - ; E STES W K1 GEORGIA -- - 0 ( PACIFIC �DG. X . _ :. r '...1 •. _ :: _r_ •r}~: r ' +.?S} ::%-:•"r'" v:: r - {'r • :::. :.........rf s:: {-. .. t: = :::•:. \ \ : \ \ \� ` \ \ ` -x t ��% ^ -- _ f• frrr : ..: \ \ \\\\\ : \\\\` ♦\' \ . - r {}{• :iii;-:.:-::tiv}:{:-}:i3ii • . l�lEtY �.►�./ .. 1 :1r'.r •:-----.r_rr std: _..�f .. rlr... \ \\�. \ \` �\ \\ /./ /A Z,/,/ /.z MCRE-TE _DRIVEWAY r =_=--------- -- - ` `\\�,� \\\ .\` \\`.\\ \\\\` I- 0 \ 1 , /� jcJ r C R \ \ C\ CC :rt \ ♦ 1 1�.\ ` �.Z\� \ \ '` \a„\` L 0 \\ \ ------- - . - C DUG OCR Ex I ST'ILIG -_ MA�.l1-IOL.E \\\\\\T 3 �'s � W- v ��I N /�' 67. ¢G ' .\\ \\\\\\\\\\\\� \� \.` \\` \\\\� .\` \\\\\ .\� .\\\ \\ �.\\ X II�IG S[G. I! =� h- .\\ \\\\\\\\\\\\\\ �a�\a �`•\\� \\` \\\\\ �\` \\\\` \\ •\\ 0 - 0 00 0 3 R D ST. N .W. 1 +Oo 3 too - ELCHAIR _ r+n �-�TYPE I-c G4TGHBA51�,C�\ti .\\• \\\\CO4STR. \ �—�c01 0 N\-N N. \�Z •fit ` \ + (per �. Wig$ �•��\\\\\ \ �\\\\ \X�x� \\\\\\\\\\\\\\\\t,> \\\♦ �x�\\�� `\T' \ \ \,V-\ \ Za \ VN\ 7 O TYPE R-C CATCH BASIM ' Ilk. i. - - - - \\ \\\ - __�__ ��MOTE -� \\\� rt.20 fZ LOAD r ; ' 0 rl 1(1:.. -:• ti t. SEE SHT 9 FOR LIGI-ITIMC� r b - I\\\\ =`== 2 ' TRAFFIC. \\\\ ADJUST AVEMEI,,),T' SLOPE. TO O N I N GRAVEL + SIGI�lAI_ TjZE�4CHIN+C� DRAIN! XI TI ATC.H 5A'S1 I— LoCATIC*IS � M-IN �S AT IMTER5ECTIOM . Z'�C-a , TO E. 5 1.,1C-� G 1�1 , MEW STfzEE. LIGHT I IfI � I .:; DRIVE•.• i fj _ •. ae. •. .. .. T C�I-IT 2_ SEE I l F I11 I/_._ E'jLD(a � � — SHT OR ELECTR ICAL � 22. I S 0 WIRIKICA SGHEDULV . 7 11i ❑ ELECTRICAL I---IAI E)HOLE 33 33 _ _ C-aRAVF-L_ DRIVE d 3. FOR UTILITY ADi.-JUST MEN.tT t RT. I t 54 m = REMOVAL -TAP-sLES, SEE SHT 3. � I 5'-12" CO"C, PI + LG LIC:iHTIMG CIRCUIT 4 PROP05E-D BURIED POWER C-3P - T REMCH WHERE- NOT COMMON WITH UC nHTIt1G CIRCUIT Zk I II I Oo. I - 0 II N MATCH EXIST. H oN 0+00 I +00 2+00 I 1 I 0 16 UmlON OIL. BLDG. 35' RT. 2+37 TO 2+82 REMOVE 4 RESET EXIST. FEMCE t GATE. 3+00 I ME i i ft 3.4- r 3 4 a0 to in in N In in to u) � Ul �� N • �h +1.24/ > "7 V In 100' V.G. r K . to . o in � V.c. • c0 N I I 0 �I p 1 I 76 1 i 74. i 0 Q x�- to ^ I N> I 172 r • N I I a I rn ONQ. -70v .G • + 0 I I I I 0 +O.IO/o I I I _ 70 , j 0 — .— — , — —I I EXIS`f 03O" PIPE I 119 -Z4 R.G .PIPE �. ----i I— — _ — -- — — � — — — — I I 1 I 5-O.c'021 I I %9 1 ' - ♦ EXIST IS" PIPE I I 68Oq i moNOT AS BUILT- AS ^'.. a 3 Gal, 14 ' H. Rf�C �.w HR/SlF J o �t 10of M- Approved By . �.w HR/SlF J o �t 10of M- Approved By . Controct No. 77. 12 .. W.0 04402' for Director of Public Works 6Y DAT CONFORMS TO DESIGN CONDITIONS & NOT FIELD VERIFIED �r F E. Fr. i r is DATE 4-�71'r 66 i SCHEDULE'A,'_, CITY OF AUBURN, WASHINGTON STR IMP. 186 STREET IMPROVEMENTS -- 3RD- ST. -N.W./ N-E. „C" STREET N . W . TO AUBURN WAY N . No. DATE • BY REVISION Job No'4429-O5- IO Designed by.. 1?•l..P.. Prop. Engr. �Yt r 77 STR. 2605 SH-d:- 61 i N r. v^ >n a +}W — I 0 In CaE( + o. . [n W1 2 J. .I 3+50 in In N 4 +00 I 01 h Uj �;--0 W COIn �U`"l LL —LA_ + U - QvflJ� Lj a- ^ R oca0xW= I- N O rn �•0 +c 2 V' t1 ' W � t► =aW� 5+00 I 0 -13'-15" R.C.- PIPE _5 0.0055 - - - 00 :v 0 n > �— O >na I T. 21 Nev Re 4 E., W. M. N.E 4 13 6100 8+00 9+00 WOTE5 I. FOR ADI.JUSTMEMT E REMOVAL TABL.E.S. riidSEESHT.3. 2.SEE 5WT.II FOR ELEGT.,CAL- WIRwcm SCHEDULE. I• 'i I 6 ko Hof w+s>�c��•s 2Q,V �, CHR/sl�s IONAL NAL E bl W W W 7+00 O Tl J lV d)' ��p + 00 >_ v �� u �hol 111 14, flap Z t-- 30' ~ 40 0 4 v v Lo t0'r4 a 1 .. -a.w o at ,t ;�r� w a o a x 4 fIn A v r(1 d- N t W k 0-00% + 0.48 % i + O.44 Y. 74 1 i RC -PIP 2" - _ P I�J5l 1R•G- IPE 21 _ - -- -- --- 5 0034 _ 1 i m NOT AS BUILT— 68 l(1 h > � > BY C� DATE .a - N AS BUILT. 0 + — O CONFORMS TO DESIGN Q. Z °0 °` Z DATE- CONDITIONS & NOT Fill tr% SCHEDULE A CITY OF AUBURN, WASHINGTON j STIR. IMP. 186 Approved By ' Contract No. 77 12 W 0. 04402 For Director of Public Works 1 STREET IMPROVEMENTS -- 3RD ST. N.W./ N.E. No. DATE BY REVISION C STREET N.W. TO AUBURN WAY N . JobNQ4429-05.. Designed by.....-L.P. Proj.Engr.-47�0 RS cann93 :�3 SHEET Vol No. ..... .......... Drawn by ..... • K .... A o y 1 I = 20 NORIZ. Consulting 5- ChelledDate. ¢3Df T� g Engineers and Analysts by . EN �... , - . , Seattle, Washington 14.E 77 STR 2605 SH-5 N H O � Y OQi. i� \ � I W J a = - 6% I In 3 9 + 50 I to I\ T 21 NO2 Re - •'�_ • mo 4 �81 N.E.-13. WW 4 v V -� > N o s 30 81j Q (y 4i 11. 0. � _0. J II w W a 0 M �ouSE OQ� 13N �11I N I-- :2 �7 'C I -. o A u Kati 2— L 10 +00 I - I r- ' K -L- • t— I t-r �-- S = O.0o4(o qj = _ 2 T 21 N__ R 5 E.. W_ M_ 1 1 +00 -- I-w, 12+ 00 . m U N 72. �8 �_:� 6) 6) t� vv ��> p�> � t O ;O NQ + 0: I H . RI p HR/sl Co�� r T .x' ONA4 EN of' ESS'I I<,MG� i 7 MOTE.: 1- FOR AD�.JUSTMEI�IT REMOVAL 2 z e TABLES , SEE SHT 3. so 2- FOR TOP OF PAV EM F_KiT EL-EVATIOMS, N CARPORT 14' �,t3RD ST. KI-F— e AUBURW AVE., SE. E p� SHEET 3. uY W 4 /, -, ► °o'•. SE LI�� 3. SE.E S1-IT I I F012 LJCaNT4 JG TRAFFIC 'Z51GV AL i_ ,TRENGHi 1G LOCAT ioms j 1 . W W 11 DETAILS AT I MTERSECTlOh1S - = LI • � r.n !! H US \,� 3 in u1;Co + " � 0 '�rlll� -Asp i 1z \ lz\ NTto - \\\ t de .400 r Uw _ CIA N ' ~ SS \ Kl 8r N SS In-6 \R�"C\ •cFi _ � -�\�r �. `mac � i�cT\c c��\ �C\�r[ i►�..r� ;�!_-Tx_- %cam'-'�' ��-! r:_ _ r r=•�", \p \ x . r.' .•fir _• _ -' r -r r r r ! ,/ ULT III r CURB 20' N ASI+7H • f = _ 14 +lei.. 29 3RD- •-ST KLE.. -- ri t(1 f PARK_ LOT : = ,� ��C/ g r _ -. __ O_-- OU _DO_�411WRM AVE,- -- 1 I M TAUL- M011. FRAME COVER . >J � L CUK1IG u a DEUTA pr}� l 1�1 l G Ll t) Z,Q i N \CO H W - tt t` z TO TFAFF=IG // zi i j. 1n 0 d3 Z cOMTROLL-ER . SEE / /• �!/ /, 0 1(1 O'i �Q Id lu SHT 11 FOR �, Q ,� / v - 1- V U u-F - - COMTI MLIATIOhI 35 ,, -. E = !-,a.6r ," • -1� _ � --'fir• . 2.� __--- - :_ _ _ , 13 i 00 U) n e 14 100 to Q 174: R = 100.0© . T = 711.a CO - i 0 - in n n � EXIST PIPE DEPTH, SIZE t LOGATIC)" f �-- UKIKKIOWKA. r _ `73.4-7 -- - is r Approved By ;. ' Contract No. 77 12 For Director of Public Works W 0. 04402 # 78 i ` 76 Z A BUIL, T - 74 , DATE i 72 o *-NOT AS BUILT— - CD Q BY--d DATE i N © CONFORMS TO DESIGN - 70 CONDITIONS & NOT + Or 0 FIELD VERIFIED WSCHEDULE -A', f CITY OF AUBURN, WASHINGTON STR. IMP. 186 STREET IMPROVEMENTS — 3RD ST. N.W./N.E. C STREET N.W. TO AUBURN WAY N. No. DATE BY REVISION JobNo4429-05-10 RAL P Designed by.... Proi. Engr —*74-E , J RS C O M I�i� NY /`SHEET Vol No.,,.. , .. i = 20 I+oRiz. Scale L� = V E RT. Drawn by..... J r K - ... Checked by. �, N � A pWEbY..r Date. 41-70 f 77. Consulting Engineers and Anal g 9 Analysts 1rr1 V •� ..2 . ... Seattle, Washington 14 CI 1� :r +77 STR 2605 SN-6 C. HOUSE1lU'�d` % sAI 4 , J r Of •- c,�aRAG � _ •-• a • Qom `\O 10, iZ va r J- !OI HOU5E 112C, 45, 00" - - fzF_t_Oc.AT D .4! AUW-W..A M. -� \Ar C3Y OT Ht�RS-00 :_ 4THi _ 5T.. N.E. °-' " STALL_ IWJLl:�MOl.I. FRA' REL. C.B. DE -WALK. D G RAI !.� TO UTTER" •� w/2" y PI PE. 0 .. ; PARK. LOT �� O F crvERHO.I + " / �N Ij UJ L BLDG. W ASP1-1 PARK. LOT 0+75 1+00 10 _ `V N 0 I� a0 co n 0 —0.42) —0.08 in (10 vco � Ir > a Or- Nn:Z � � . oc0 Q II Q 0 d; Q O 00 � ° ± W 0 LN L �l 1 +00 I •. N N 0 ' In -0.48 /o �•w NR/SlF m » °s P. IL S/pMAL 3O, T21 No' Re 5 E*jW4 Mm ' 4 N,W, 18 MQTE'5► I: FOIz U TI -1W ADeJUSTMENT 4 , REMOVAL. - -- TAF3LE5 SEE SI-'IT 3------- . FOR _TOP OF PAVEMCWT - E.L-VATIOLIS, -- ___.4TH ST 1�1_E. e AUBURN AVE. -- . , -:SEE SHT 3. 3: SEE_5HT_I [ FOR'UvHTIKIG ', ThcAFF1G SICat�IAL € ck=#lt�lC� LOGATIOMts .Co11ST. WHEELCHAJR . �- IZ�1tNP'S. 5 E E SPECS. DETAILS AT 1MTES2SF--�T(0"- t —5 0 v' -S t4Dv U5T PAVE MENT SLO TI O _DRAtu TO EXISTI -o - - CATG1--1 4 T H S T. N.E. Yv F_X15T. IRRIGAT.10,K .5YSTEM, TREES In i'j _ -- ---- � R.EVISED�.PI:_AllT-AS _ DIREGT-EC)-BY_T_HE E>f3G[taEER - --- 14' O _-REROVE . E.XI5T.-CURB , 7 r Z TOP OF _ — REMOV_E--'1'r_REPLAG� -------[`-PAV Mt=kI Z 1 � :- I II-� I m --�XL�T=-CURB TO - - _ 11 Il 1 i Lo — - : RF:1mA1 I`1- I I�l _ PLACE — Q III II Z -t-00 i r,I A AITCM ME'%1ICInAI f•1CTA I I I Approved By Contract No. L% w 770 12 i Fbr Director of Public Works W.0 0440 2 ;DUALG ; 1 = IV ; r l 78 1 ?6 t 74 AS BUILT DATE C. •HEDULE A e CITY OF BURN, WASHINGTON STR. IMP. 186 STREET IMPROVEMENTS -- 3RD ST. N.W./ N.E. f REVISION IICII STREET N.W. TO AUBURN WAY N . No. DATE BY 4429-05-10 R L P. �oj,,EngrSHEET JobNo Designed by......r.. -URS C O M FAA NY Vol No„ , Drawn by .... J K • .... PPved by .. . I = 20 HOR12. 2 / Consulting Engineers and Analysts 2'- VERT. Checked by. Cam. ...... Date. /77.Seattle, Washington �'4 _. .r-_....-._-•-, __�-- __•�__...._..._.�-..�.. .... ... ... -----. __... .� ....__.__....._ .. .�-. _-..:.-.ra..+cc_...:s.enx+a.�.ars.•1.w...aw.s+.......�.s. _. _... .,._..- _ j: 77�STR 2605�SH-7 .—T (GL�•P�L..E.� W. MAIN ST. I+o I I ( I I O i 0 -u �TEh 21, ZI r 7 I •4� v °- . I� d It to TEL. I �(Z DUCT PWR. SOX AU12URN LAWN GAR• ASPH. p I: o 0 l..l I tr.-e OlN, O TEL. VAULT � MA RKINCaS:WHERE-REQUIRED. ___------- -- H005E eo_ jC - e• BRICK 6L.DG. 15C R RT 0t79 -ADvU)T._ WATER .. VAL.UE _ BOX INSTALL NEW POLE E GUY ANCHOR E50 DY SHO P I5`+ EL-Y. OF EX15T POLE, 2.' FROM - _. EX1ST. ASPH---- - - ASPI-1. FACE of GURUS. EXTEND SPAN WIRE. �__. __ - -- ---- EX15T:: PVMTB SLOPE VAR. -- —• REALIGN SIC rNAL. HEAD A ----- : e f2EIN5TgLL SICaNAL CANT!?oLLER E ECTRICAL SERVICE 0.17' o.° : — V ,1Am 7� G_ REMOVE POLE GI.UY AMCHOR . - CONREGT1ON ° ARRAt�E. FOR ,4sPH. COORDM*t Wn-H �> L W. F-bR ._PVIvIT - CL. `_p�•---- �l AD�JUSTJyENT OF EXISTING SE.RVIC� SLOPE _PA�/EMENT _ TO DRAIt�I " GoNNC-T1(UNS ATTAGNED To TO --EXIST. CATCH-t3A5Ct\! ' EXISTIIqv PpL-E.. (SEE CONSTRUCTIOW ___C.RU51-1ED - SUizEA�1t�1C�_;.eaASE DRAWING K10- FOR SPAN WIRE TO R COURSE_ _AT- - POLE. CONNECTION DETAIL.-'�. _.__. 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' Seattle, Washington 14 PED.1-lE.ACs _ M0L3 R G 1 W z ur 2 auc l PED PSH�TTt� IJ0.3 r O 724- !3 ?25_ f -- 5WR \ 0 Z 542 8 - - - 54o---W- ... PRE-EMPT � BRA I� I K1 N � .2 f G22 A CO23 Gv2!• G G24 5P {-LEAD. K10.4 _ : -- _ R 40Z I R O 6622 A G CIO23 G w G2�, G 15 ♦ 42 SP . 5--542 PRE--EMPT. W_540INDIC-ATORr0B- co -- --5�G`-----OPTICAL DETECTOR, a PED HEAD N0.5 -- R W 71 0o T 712 W LK 71 DQKIT POLE �10.3 PED PSHBTTiJ IJQ3 1 0 714 / 8 715 I S. 10 U Gf G OEM EX)NT WALk - --- = - ----- W�►�-..tc 72t ems'G 'G 7 W _ E M PT- (CHASSiS - I Moic.�.-rorz,0A �t"zot�.►o) - - GoLo-13J1JGTIQ _. v POWER:_1Ft � � LUMINAIRE W W--- _ _ - t3 5f2 --__ — �. W WRAIL1Za►AD�.P__RE_EMPT� ----- -- G 8 12 R H .. NQ..2 R 'R . O_ A 8I4 W - _ .SIGl.IAL - W rvl .. W 614 5-1? r i HEAD N0.5 >R >O >G >W > 13 I I W CLUMIKWRE) G R PED HEAD NO. G 721 722 LK 3 G PED PSH BTTN ti10. 46 72a e J-20 A OR B J -ZO A OR t3 LEGE ICJ D • S Pt_tGE, I N LI NE �• SPUGE,1NL•II4E ,QUICK.. DI5C.Ot`1N.sEGT, 1=1JSED SP SPARE GO[`IDUCTORS 5,4 Il R 612 A " G 4:�'16 G Q SP J_ - -_ 4�.� =— "-�%��C�= � .- :-��1-� �►� _- - -- --- -.�_ . _ _ _ � � _ �e►23 _ 1CaA.lA1_.. HEADS. PRE-EMPT 11.1 D IGAZ'O rL, sbA PED HEAD -NO. I I OF r • LA PED_ VAEA-D-5-2 if _7111 �, ���®tom®®�®t�.� • � • • II C, PED_ ILXOR .• 6. • • ••� • •• ..:. 611 R G12 A 413 G GIG G 614 SP aoN-r 7 I I 1NAl.K: ? 12 G. 71 --NOT AS-._---ROLE:No.4 --�/ BY_._s�._�C a[?- +v -- --- - r 813 _ . _G _ EMER_ PRE EMFTt' gSA CONFORMS TO DESIGN G 5/G -- -� ' CONDITIONS S NOT FIELD VERIFIED R 822 +Y PED-= I�=TEAI�"W CO.Z fb 8275 - G EMER _PRE-EMPT ; MOTES: DSPARE 5/G GAE3LE . A M 1 N 1 MU M OF 3' OF CA5I_.E SHAX..Ir 5E G01L..ED IN coMTRol...LER Ggt3lMET � A MINIMUM OF 50' O F CABLE SHAI.I_. BE. GO I L E D IP! PEASE OF S1Ca1VAL POLE. DONT 721 wALl< 722 G 723 R W 824 IG� i _:I W G PED PSNBTI'1.( U0.7 B 541 PRE-EMPT 1MDICATOR,0A 724 0 I I I B 542 PRE-EMPT_INDIGATOR;�6 I•dor c __.J-2oAOR13 - A - _SC 3 RD ST. N.W. AT �C� ST. N .W. .•#-� R � -CITY OF AUBURN, WASHINGTON Sj AMB STR. IMP 186 ' STREET IMPROVEMENTS— 3RD ST. - N.W. / N. E. co + Apaowd ay Cantroct No. No. DATE BY REVISION "C„ STREET N.W. TO AUBURN WAY N. } 77 � 12 - _ M{it � .. Job No.4.4.2�97Q5 .�0. Designed bY... . L. H... Prol. EngrO RB�C O M NY SHEET � For Director of Public Works W.O. 04 402 Vol No ................... Drawn by ..... J �.K..... proved by - ... ...... � O g Consulting Engineers and Analysts .; -'` Scale .... NQi�E........ Checked by..�-C.��.... Date ..'¢'/3�I77.... ' Seattle, Washington 14 l PED PSH�TTt� IJ0.3 r O 724- !3 ?25_ f -- 5WR \ 0 Z 542 8 - - - 54o---W- ... PRE-EMPT � BRA I� I K1 N � .2 f G22 A CO23 Gv2!• G G24 5P {-LEAD. K10.4 _ : -- _ R 40Z I R O 6622 A G CIO23 G w G2�, G 15 ♦ 42 SP . 5--542 PRE--EMPT. W_540INDIC-ATORr0B- co -- --5�G`-----OPTICAL DETECTOR, a PED HEAD N0.5 -- R W 71 0o T 712 W LK 71 DQKIT POLE �10.3 PED PSHBTTiJ IJQ3 1 0 714 / 8 715 I S. 10 U Gf G OEM EX)NT WALk - --- = - ----- W�►�-..tc 72t ems'G 'G 7 W _ E M PT- (CHASSiS - I Moic.�.-rorz,0A �t"zot�.►o) - - GoLo-13J1JGTIQ _. v POWER:_1Ft � � LUMINAIRE W W--- _ _ - t3 5f2 --__ — �. W WRAIL1Za►AD�.P__RE_EMPT� ----- -- G 8 12 R H .. NQ..2 R 'R . O_ A 8I4 W - _ .SIGl.IAL - W rvl .. W 614 5-1? r i HEAD N0.5 >R >O >G >W > 13 I I W CLUMIKWRE) G R PED HEAD NO. G 721 722 LK 3 G PED PSH BTTN ti10. 46 72a e J-20 A OR B J -ZO A OR t3 LEGE ICJ D • S Pt_tGE, I N LI NE �• SPUGE,1NL•II4E ,QUICK.. DI5C.Ot`1N.sEGT, 1=1JSED SP SPARE GO[`IDUCTORS 5,4 Il R 612 A " G 4:�'16 G Q SP J_ - -_ 4�.� =— "-�%��C�= � .- :-��1-� �►� _- - -- --- -.�_ . _ _ _ � � _ �e►23 _ 1CaA.lA1_.. HEADS. PRE-EMPT 11.1 D IGAZ'O rL, sbA PED HEAD -NO. I I OF r • LA PED_ VAEA-D-5-2 if _7111 �, ���®tom®®�®t�.� • � • • II C, PED_ ILXOR .• 6. • • ••� • •• ..:. 611 R G12 A 413 G GIG G 614 SP aoN-r 7 I I 1NAl.K: ? 12 G. 71 --NOT AS-._---ROLE:No.4 --�/ BY_._s�._�C a[?- +v -- --- - r 813 _ . _G _ EMER_ PRE EMFTt' gSA CONFORMS TO DESIGN G 5/G -- -� ' CONDITIONS S NOT FIELD VERIFIED R 822 +Y PED-= I�=TEAI�"W CO.Z fb 8275 - G EMER _PRE-EMPT ; MOTES: DSPARE 5/G GAE3LE . A M 1 N 1 MU M OF 3' OF CA5I_.E SHAX..Ir 5E G01L..ED IN coMTRol...LER Ggt3lMET � A MINIMUM OF 50' O F CABLE SHAI.I_. BE. GO I L E D IP! PEASE OF S1Ca1VAL POLE. DONT 721 wALl< 722 G 723 R W 824 IG� i _:I W G PED PSNBTI'1.( U0.7 B 541 PRE-EMPT 1MDICATOR,0A 724 0 I I I B 542 PRE-EMPT_INDIGATOR;�6 I•dor c __.J-2oAOR13 - A - _SC 3 RD ST. N.W. AT �C� ST. N .W. .•#-� R � -CITY OF AUBURN, WASHINGTON Sj AMB STR. IMP 186 ' STREET IMPROVEMENTS— 3RD ST. - N.W. / N. E. co + Apaowd ay Cantroct No. No. DATE BY REVISION "C„ STREET N.W. TO AUBURN WAY N. } 77 � 12 - _ M{it � .. Job No.4.4.2�97Q5 .�0. Designed bY... . L. H... Prol. EngrO RB�C O M NY SHEET � For Director of Public Works W.O. 04 402 Vol No ................... Drawn by ..... J �.K..... proved by - ... ...... � O g Consulting Engineers and Analysts .; -'` Scale .... NQi�E........ Checked by..�-C.��.... Date ..'¢'/3�I77.... ' Seattle, Washington 14 5--542 PRE--EMPT. W_540INDIC-ATORr0B- co -- --5�G`-----OPTICAL DETECTOR, a PED HEAD N0.5 -- R W 71 0o T 712 W LK 71 DQKIT POLE �10.3 PED PSHBTTiJ IJQ3 1 0 714 / 8 715 I S. 10 U Gf G OEM EX)NT WALk - --- = - ----- W�►�-..tc 72t ems'G 'G 7 W _ E M PT- (CHASSiS - I Moic.�.-rorz,0A �t"zot�.►o) - - GoLo-13J1JGTIQ _. v POWER:_1Ft � � LUMINAIRE W W--- _ _ - t3 5f2 --__ — �. W WRAIL1Za►AD�.P__RE_EMPT� ----- -- G 8 12 R H .. NQ..2 R 'R . O_ A 8I4 W - _ .SIGl.IAL - W rvl .. W 614 5-1? r i HEAD N0.5 >R >O >G >W > 13 I I W CLUMIKWRE) G R PED HEAD NO. G 721 722 LK 3 G PED PSH BTTN ti10. 46 72a e J-20 A OR B J -ZO A OR t3 LEGE ICJ D • S Pt_tGE, I N LI NE �• SPUGE,1NL•II4E ,QUICK.. DI5C.Ot`1N.sEGT, 1=1JSED SP SPARE GO[`IDUCTORS 5,4 Il R 612 A " G 4:�'16 G Q SP J_ - -_ 4�.� =— "-�%��C�= � .- :-��1-� �►� _- - -- --- -.�_ . _ _ _ � � _ �e►23 _ 1CaA.lA1_.. HEADS. PRE-EMPT 11.1 D IGAZ'O rL, sbA PED HEAD -NO. I I OF r • LA PED_ VAEA-D-5-2 if _7111 �, ���®tom®®�®t�.� • � • • II C, PED_ ILXOR .• 6. • • ••� • •• ..:. 611 R G12 A 413 G GIG G 614 SP aoN-r 7 I I 1NAl.K: ? 12 G. 71 --NOT AS-._---ROLE:No.4 --�/ BY_._s�._�C a[?- +v -- --- - r 813 _ . _G _ EMER_ PRE EMFTt' gSA CONFORMS TO DESIGN G 5/G -- -� ' CONDITIONS S NOT FIELD VERIFIED R 822 +Y PED-= I�=TEAI�"W CO.Z fb 8275 - G EMER _PRE-EMPT ; MOTES: DSPARE 5/G GAE3LE . A M 1 N 1 MU M OF 3' OF CA5I_.E SHAX..Ir 5E G01L..ED IN coMTRol...LER Ggt3lMET � A MINIMUM OF 50' O F CABLE SHAI.I_. BE. GO I L E D IP! PEASE OF S1Ca1VAL POLE. DONT 721 wALl< 722 G 723 R W 824 IG� i _:I W G PED PSNBTI'1.( U0.7 B 541 PRE-EMPT 1MDICATOR,0A 724 0 I I I B 542 PRE-EMPT_INDIGATOR;�6 I•dor c __.J-2oAOR13 - A - _SC 3 RD ST. N.W. AT �C� ST. N .W. .•#-� R � -CITY OF AUBURN, WASHINGTON Sj AMB STR. IMP 186 ' STREET IMPROVEMENTS— 3RD ST. - N.W. / N. E. co + Apaowd ay Cantroct No. No. DATE BY REVISION "C„ STREET N.W. TO AUBURN WAY N. } 77 � 12 - _ M{it � .. Job No.4.4.2�97Q5 .�0. Designed bY... . L. H... Prol. EngrO RB�C O M NY SHEET � For Director of Public Works W.O. 04 402 Vol No ................... Drawn by ..... J �.K..... proved by - ... ...... � O g Consulting Engineers and Analysts .; -'` Scale .... NQi�E........ Checked by..�-C.��.... Date ..'¢'/3�I77.... ' Seattle, Washington 14 POLE �10.3 PED PSHBTTiJ IJQ3 1 0 714 / 8 715 I S. 10 U Gf G OEM EX)NT WALk - --- = - ----- W�►�-..tc 72t ems'G 'G 7 W _ E M PT- (CHASSiS - I Moic.�.-rorz,0A �t"zot�.►o) - - GoLo-13J1JGTIQ _. v POWER:_1Ft � � LUMINAIRE W W--- _ _ - t3 5f2 --__ — �. W WRAIL1Za►AD�.P__RE_EMPT� ----- -- G 8 12 R H .. NQ..2 R 'R . O_ A 8I4 W - _ .SIGl.IAL - W rvl .. W 614 5-1? r i HEAD N0.5 >R >O >G >W > 13 I I W CLUMIKWRE) G R PED HEAD NO. G 721 722 LK 3 G PED PSH BTTN ti10. 46 72a e J-20 A OR B J -ZO A OR t3 LEGE ICJ D • S Pt_tGE, I N LI NE �• SPUGE,1NL•II4E ,QUICK.. DI5C.Ot`1N.sEGT, 1=1JSED SP SPARE GO[`IDUCTORS 5,4 Il R 612 A " G 4:�'16 G Q SP J_ - -_ 4�.� =— "-�%��C�= � .- :-��1-� �►� _- - -- --- -.�_ . _ _ _ � � _ �e►23 _ 1CaA.lA1_.. HEADS. PRE-EMPT 11.1 D IGAZ'O rL, sbA PED HEAD -NO. I I OF r • LA PED_ VAEA-D-5-2 if _7111 �, ���®tom®®�®t�.� • � • • II C, PED_ ILXOR .• 6. • • ••� • •• ..:. 611 R G12 A 413 G GIG G 614 SP aoN-r 7 I I 1NAl.K: ? 12 G. 71 --NOT AS-._---ROLE:No.4 --�/ BY_._s�._�C a[?- +v -- --- - r 813 _ . _G _ EMER_ PRE EMFTt' gSA CONFORMS TO DESIGN G 5/G -- -� ' CONDITIONS S NOT FIELD VERIFIED R 822 +Y PED-= I�=TEAI�"W CO.Z fb 8275 - G EMER _PRE-EMPT ; MOTES: DSPARE 5/G GAE3LE . A M 1 N 1 MU M OF 3' OF CA5I_.E SHAX..Ir 5E G01L..ED IN coMTRol...LER Ggt3lMET � A MINIMUM OF 50' O F CABLE SHAI.I_. BE. GO I L E D IP! PEASE OF S1Ca1VAL POLE. DONT 721 wALl< 722 G 723 R W 824 IG� i _:I W G PED PSNBTI'1.( U0.7 B 541 PRE-EMPT 1MDICATOR,0A 724 0 I I I B 542 PRE-EMPT_INDIGATOR;�6 I•dor c __.J-2oAOR13 - A - _SC 3 RD ST. N.W. AT �C� ST. N .W. .•#-� R � -CITY OF AUBURN, WASHINGTON Sj AMB STR. IMP 186 ' STREET IMPROVEMENTS— 3RD ST. - N.W. / N. E. co + Apaowd ay Cantroct No. No. DATE BY REVISION "C„ STREET N.W. TO AUBURN WAY N. } 77 � 12 - _ M{it � .. Job No.4.4.2�97Q5 .�0. Designed bY... . L. H... Prol. EngrO RB�C O M NY SHEET � For Director of Public Works W.O. 04 402 Vol No ................... Drawn by ..... J �.K..... proved by - ... ...... � O g Consulting Engineers and Analysts .; -'` Scale .... NQi�E........ Checked by..�-C.��.... Date ..'¢'/3�I77.... ' Seattle, Washington 14 PED PSH BTTN ti10. 46 72a e J-20 A OR B J -ZO A OR t3 LEGE ICJ D • S Pt_tGE, I N LI NE �• SPUGE,1NL•II4E ,QUICK.. DI5C.Ot`1N.sEGT, 1=1JSED SP SPARE GO[`IDUCTORS 5,4 Il R 612 A " G 4:�'16 G Q SP J_ - -_ 4�.� =— "-�%��C�= � .- :-��1-� �►� _- - -- --- -.�_ . _ _ _ � � _ �e►23 _ 1CaA.lA1_.. HEADS. PRE-EMPT 11.1 D IGAZ'O rL, sbA PED HEAD -NO. I I OF r • LA PED_ VAEA-D-5-2 if _7111 �, ���®tom®®�®t�.� • � • • II C, PED_ ILXOR .• 6. • • ••� • •• ..:. 611 R G12 A 413 G GIG G 614 SP aoN-r 7 I I 1NAl.K: ? 12 G. 71 --NOT AS-._---ROLE:No.4 --�/ BY_._s�._�C a[?- +v -- --- - r 813 _ . _G _ EMER_ PRE EMFTt' gSA CONFORMS TO DESIGN G 5/G -- -� ' CONDITIONS S NOT FIELD VERIFIED R 822 +Y PED-= I�=TEAI�"W CO.Z fb 8275 - G EMER _PRE-EMPT ; MOTES: DSPARE 5/G GAE3LE . A M 1 N 1 MU M OF 3' OF CA5I_.E SHAX..Ir 5E G01L..ED IN coMTRol...LER Ggt3lMET � A MINIMUM OF 50' O F CABLE SHAI.I_. BE. GO I L E D IP! PEASE OF S1Ca1VAL POLE. DONT 721 wALl< 722 G 723 R W 824 IG� i _:I W G PED PSNBTI'1.( U0.7 B 541 PRE-EMPT 1MDICATOR,0A 724 0 I I I B 542 PRE-EMPT_INDIGATOR;�6 I•dor c __.J-2oAOR13 - A - _SC 3 RD ST. N.W. AT �C� ST. N .W. .•#-� R � -CITY OF AUBURN, WASHINGTON Sj AMB STR. IMP 186 ' STREET IMPROVEMENTS— 3RD ST. - N.W. / N. E. co + Apaowd ay Cantroct No. No. DATE BY REVISION "C„ STREET N.W. TO AUBURN WAY N. } 77 � 12 - _ M{it � .. Job No.4.4.2�97Q5 .�0. Designed bY... . L. H... Prol. EngrO RB�C O M NY SHEET � For Director of Public Works W.O. 04 402 Vol No ................... Drawn by ..... J �.K..... proved by - ... ...... � O g Consulting Engineers and Analysts .; -'` Scale .... NQi�E........ Checked by..�-C.��.... Date ..'¢'/3�I77.... ' Seattle, Washington 14 J_ - -_ 4�.� =— "-�%��C�= � .- :-��1-� �►� _- - -- --- -.�_ . _ _ _ � � _ �e►23 _ 1CaA.lA1_.. HEADS. PRE-EMPT 11.1 D IGAZ'O rL, sbA PED HEAD -NO. I I OF r • LA PED_ VAEA-D-5-2 if _7111 �, ���®tom®®�®t�.� • � • • II C, PED_ ILXOR .• 6. • • ••� • •• ..:. 611 R G12 A 413 G GIG G 614 SP aoN-r 7 I I 1NAl.K: ? 12 G. 71 --NOT AS-._---ROLE:No.4 --�/ BY_._s�._�C a[?- +v -- --- - r 813 _ . _G _ EMER_ PRE EMFTt' gSA CONFORMS TO DESIGN G 5/G -- -� ' CONDITIONS S NOT FIELD VERIFIED R 822 +Y PED-= I�=TEAI�"W CO.Z fb 8275 - G EMER _PRE-EMPT ; MOTES: DSPARE 5/G GAE3LE . A M 1 N 1 MU M OF 3' OF CA5I_.E SHAX..Ir 5E G01L..ED IN coMTRol...LER Ggt3lMET � A MINIMUM OF 50' O F CABLE SHAI.I_. BE. GO I L E D IP! PEASE OF S1Ca1VAL POLE. DONT 721 wALl< 722 G 723 R W 824 IG� i _:I W G PED PSNBTI'1.( U0.7 B 541 PRE-EMPT 1MDICATOR,0A 724 0 I I I B 542 PRE-EMPT_INDIGATOR;�6 I•dor c __.J-2oAOR13 - A - _SC 3 RD ST. N.W. AT �C� ST. N .W. .•#-� R � -CITY OF AUBURN, WASHINGTON Sj AMB STR. IMP 186 ' STREET IMPROVEMENTS— 3RD ST. - N.W. / N. E. co + Apaowd ay Cantroct No. No. DATE BY REVISION "C„ STREET N.W. TO AUBURN WAY N. } 77 � 12 - _ M{it � .. Job No.4.4.2�97Q5 .�0. Designed bY... . L. H... Prol. EngrO RB�C O M NY SHEET � For Director of Public Works W.O. 04 402 Vol No ................... Drawn by ..... J �.K..... proved by - ... ...... � O g Consulting Engineers and Analysts .; -'` Scale .... NQi�E........ Checked by..�-C.��.... Date ..'¢'/3�I77.... ' Seattle, Washington 14 aoN-r 7 I I 1NAl.K: ? 12 G. 71 --NOT AS-._---ROLE:No.4 --�/ BY_._s�._�C a[?- +v -- --- - r 813 _ . _G _ EMER_ PRE EMFTt' gSA CONFORMS TO DESIGN G 5/G -- -� ' CONDITIONS S NOT FIELD VERIFIED R 822 +Y PED-= I�=TEAI�"W CO.Z fb 8275 - G EMER _PRE-EMPT ; MOTES: DSPARE 5/G GAE3LE . A M 1 N 1 MU M OF 3' OF CA5I_.E SHAX..Ir 5E G01L..ED IN coMTRol...LER Ggt3lMET � A MINIMUM OF 50' O F CABLE SHAI.I_. BE. GO I L E D IP! PEASE OF S1Ca1VAL POLE. DONT 721 wALl< 722 G 723 R W 824 IG� i _:I W G PED PSNBTI'1.( U0.7 B 541 PRE-EMPT 1MDICATOR,0A 724 0 I I I B 542 PRE-EMPT_INDIGATOR;�6 I•dor c __.J-2oAOR13 - A - _SC 3 RD ST. N.W. AT �C� ST. N .W. .•#-� R � -CITY OF AUBURN, WASHINGTON Sj AMB STR. IMP 186 ' STREET IMPROVEMENTS— 3RD ST. - N.W. / N. E. co + Apaowd ay Cantroct No. No. DATE BY REVISION "C„ STREET N.W. TO AUBURN WAY N. } 77 � 12 - _ M{it � .. Job No.4.4.2�97Q5 .�0. Designed bY... . L. H... Prol. EngrO RB�C O M NY SHEET � For Director of Public Works W.O. 04 402 Vol No ................... Drawn by ..... J �.K..... proved by - ... ...... � O g Consulting Engineers and Analysts .; -'` Scale .... NQi�E........ Checked by..�-C.��.... Date ..'¢'/3�I77.... ' Seattle, Washington 14 --NOT AS-._---ROLE:No.4 --�/ BY_._s�._�C a[?- +v -- --- - r 813 _ . _G _ EMER_ PRE EMFTt' gSA CONFORMS TO DESIGN G 5/G -- -� ' CONDITIONS S NOT FIELD VERIFIED R 822 +Y PED-= I�=TEAI�"W CO.Z fb 8275 - G EMER _PRE-EMPT ; MOTES: DSPARE 5/G GAE3LE . A M 1 N 1 MU M OF 3' OF CA5I_.E SHAX..Ir 5E G01L..ED IN coMTRol...LER Ggt3lMET � A MINIMUM OF 50' O F CABLE SHAI.I_. BE. GO I L E D IP! PEASE OF S1Ca1VAL POLE. DONT 721 wALl< 722 G 723 R W 824 IG� i _:I W G PED PSNBTI'1.( U0.7 B 541 PRE-EMPT 1MDICATOR,0A 724 0 I I I B 542 PRE-EMPT_INDIGATOR;�6 I•dor c __.J-2oAOR13 - A - _SC 3 RD ST. N.W. AT �C� ST. N .W. .•#-� R � -CITY OF AUBURN, WASHINGTON Sj AMB STR. IMP 186 ' STREET IMPROVEMENTS— 3RD ST. - N.W. / N. E. co + Apaowd ay Cantroct No. No. DATE BY REVISION "C„ STREET N.W. TO AUBURN WAY N. } 77 � 12 - _ M{it � .. Job No.4.4.2�97Q5 .�0. Designed bY... . L. H... Prol. EngrO RB�C O M NY SHEET � For Director of Public Works W.O. 04 402 Vol No ................... Drawn by ..... J �.K..... proved by - ... ...... � O g Consulting Engineers and Analysts .; -'` Scale .... NQi�E........ Checked by..�-C.��.... Date ..'¢'/3�I77.... ' Seattle, Washington 14 R W 824 IG� i _:I W G PED PSNBTI'1.( U0.7 B 541 PRE-EMPT 1MDICATOR,0A 724 0 I I I B 542 PRE-EMPT_INDIGATOR;�6 I•dor c __.J-2oAOR13 - A - _SC 3 RD ST. N.W. AT �C� ST. N .W. .•#-� R � -CITY OF AUBURN, WASHINGTON Sj AMB STR. IMP 186 ' STREET IMPROVEMENTS— 3RD ST. - N.W. / N. E. co + Apaowd ay Cantroct No. No. DATE BY REVISION "C„ STREET N.W. TO AUBURN WAY N. } 77 � 12 - _ M{it � .. Job No.4.4.2�97Q5 .�0. Designed bY... . L. H... Prol. EngrO RB�C O M NY SHEET � For Director of Public Works W.O. 04 402 Vol No ................... Drawn by ..... J �.K..... proved by - ... ...... � O g Consulting Engineers and Analysts .; -'` Scale .... NQi�E........ Checked by..�-C.��.... Date ..'¢'/3�I77.... ' Seattle, Washington 14 PHASING LEGEND AUBURN AVE / 4TH ST. N. E. _TRAFFIC 5LGMAL POLE PHASE A PFIASE B A 1 00,0 -{D PEDE.5TRIA1.! 51C-AWAL HEAD 400 WATT SODIUM VAPOR LUMIMAIRE ® TRAFFIC SlCaMAL COMTC2OLLE.R CABIMET JUMCTIOM BOX , J-20 , TYPE C. (56'x 42.") ❑ JUKLCTIOM BOX , U -2-0, TYPE A OR ES (Wx 17") ---------- UMDERGROUKID COMOUIT OPTICAL- DETECTO-R PRE-EMPT: INDICATOR GENERAL NOTES AUBURN AVE/3RD ST. N.E. AUBURN AVE / 4TH ST. N.E. 1- -ALL POLE .- PE.METRATIOM5 - SHAL.L. -15E -- -- _ - _ MADE QIQ - SI TE .CUTS SHALL- BE TREATED WITH GGALVAC-20mo PAI"T. 2:- ALL VEHICLE E PE.DESTR.IAM SIGMAL 14E.ADS 15"AL_L. f3E PAIMTE.D YELLOW AT FACTORY. 3. ALL SIChMAL HEADS SHALL 13E: E-QUIPPED WITH BACK PLATES 4 FULL- CIRCLE V150RS. 4. STaEET L_lG%HT CIRCUITS 51-IALI HAVE A FUSED Go Ni Kj EC T 10" AT THE SASE OF EACI-I POLE. S. A SPARE 3" C.OLIDUIT E5EETWEELI THE SIGNAL '? C..Ot�iTROI....l.-E.R THE tVF.__AIREST v - F30X S►-IAL L LSE PROVIDED 11d ADDI- IOV1 TO THE C0111DUIT5 S NOW t`!. CARPORT W cu zl 11 �; III II II U II II I 1 LANE,-. �I CD II HOUSE _ MARKERS 3 0. II II �I I >l jj II e • j S"SOLID YELLOW LINES o• ♦ .e $I 4 ♦ ' E COW_ _Q_ O — 13+00 wLo 4 ''o 0 Q POLE Mo • 5 / H.OU!5E i POt_.E ► 0. 2 " HbUSE SIGN SCHEDULE LEGEND 12EMARKS N0. REI 'T 10 DO NOT CROSS "ME -USE CROSSWALK _ SEE � CONSTRUCTION DWG. NO. 4-?- 3 . O2 -09 ST. 11.E" SEE CONSTRUCTION PWC,. NO. 4.3 2 O3 "AUBURN AVE." " I I 2 _ ST. N.E. / sY v �^ 000000 +,.�. 4 TH = ST. N.E. d . O\ 'LAMT ER; ? -too MARKERS 3'0;C.. AUBURN AVE / 3RD ST. N.E. AUBURN AVE / 4TH ST. N.E. Lt`1sTA LL _ SI :GMAL POLE W/ GOMC... FOUN DATIO 1"J- - �� FINAL. POLE L_OCATIOkl SUl3+JE.CT TO APPROVAL. of THE E1.lGiI.IEER. 20 I t�STAL.L. TYPE' M' C,oK1CRETE PEDESTAL G0I.1TR0L.L_ER CA.81 NIF—T. �i BLDG� �3 11.1STALL. +.J-130X , v-zo , TYPE 'C.'. o a. ® INSTALL mil- &OX, J -20 ,TYPE 'A OR' E3' V J��GIL 24O/I 20 V E -F-C GAL. SE.f2V 1GE A,SPN PAt2t";- LcT PER UTIL-ITY RE- ;�IG TO P P - 10" WHI E TRAFFIC 13UTTON5 10' O-G. 8" n1D WHITE LINE-5 POLE No.3 QI r//MARKER5 3 YPE I .WHITE LAME z' O.G. c.---- POL. E 1J O . Cp IQ S GNAL HEADS PHASING AUBURN AVE/ 3RD ST. N.E. AUBURN AVE / 3RD ST. N. E. _- AUBURN- AVE./4TH_ST._N.E. 'o ! 12" RED I?- RED ! 12" RED 12" RED PHASE A 8" AMC-SER 0 0 AMBER ! O 8„AM5ER IZ'AM BE R- g' CAREEN 12((a2p' E1J 1 8" G�2EEI�l 12" GR.EEIJ 12" GREEN HEAD Mog 5 G' IZ" GREEN �. 12' GREE Nl HEAD Mos. 142 (OPTICALLY PROGRAMMABLE) HEAD IJoS. 3 44 HEAD kilos. 7L8(OPTICALLY PROGRAMM ■ ■r.rw v r r ■rr War SEQUENCE DIAGRAM AUBURN AVE / 3RD ST. N.E. AUBURN AVE / 4TH ST. N.E. PHASE SIGAJAL/ INTERVAL- KJO. FLASH EMER PRE-EMPT PED. HEAD t\ 54 I 2 3 4 5 1 2 3 1,2 G A R R R G A 5, G A 1Z R R R R G R 8 3, 4,7, 8 R R G G A R iZ R G 5 PED 1, 2 D W D W W FDW DIN --- D W D W D W_ PHASE B POLE SCHEDULE POLE. MAST -A FEATURES NO. LEVAGT14 114 20 012' PAV IT STYLE LUMIMAIRE ARM,W/5`-9" R., 0UMT1kiQ4 HEIGHT, 00 TO SIGI`IAL. ARIA. *400 WATT SODIUM VAPOR LUM1MAIRE. 051C, JAL HEADS AT 01 # II' FROM OUTER Et1D of SICaMAL ARM WITH TYPE %M' MO U t�lT 1 tJCa. • 1 PEDEST R IAM SI G NAL H EAD W ITR -fY PE 'S' MOUMTI MCa. 2 OPTICAL- DETECTORS FOR EMERG1. VEHICLE PRE-EMPTIOM. 2, 3 t -20' • IV DAVIT STYLE LUMINAIRE�; MOU1�1T1 mG HEIca HT , O" TD; 5 516NAL. ARM. 4CD WATT SODIUM VAPOR LUMINAIRE_ 5IC-IMAl_ HEADS AT O' * 11' FROM OUTER END op SIG DIAL- ARM WITH TYPE `M' M0U1,1TI WG. 0 OPT 1 C.AI.� D ETEGTOR 1~OR EMER. VEI-AIGL.E PRE-EMPTIOM 0" 20` SIC_21 AIL- ARK PEDESTAL TYPE I. - - • 1 PEDESTRIAN! S IC=%MAL_ HEAD W ITI-1 TY PE " D' MCOU t`!T I MG. WIRING SCHEDULE I RUN NO. CONJOUCTORS COWDUIT D, 3� 2 I - 5/C (SPARRE) , 3 - 5/CG , 1 - 3/C (OPTICAL- PRE -EMPT IOW) 30 D I - 2/G (PR EE-MPT10M IKIDIGATOR.) 3 z- 11/G (I LITERCOV i1,iECT), 2- 5/G , 2 -3/G (0PTICAL- 40 PRE-EMPTIOM 2.-2/C (PRE-EMPTION IVaDIC.ATOR) 4 - W-8 (L.IGI--ITIK1CA 4 CGROUMD) 2 - S/G , 2 -3/C- (OPTIC-41- PRE-EMPTIO"), 2-2/G 3„ (PRE.=EMPTICAa IMUCATO2) "-g (UR.OU KID) I - 5/ , G I - 5/C (SPARE) , 2- 5/C I -3 IC_ (OPTICAL PC�E-EMPT10I3), 3„ V I - Z/C (PRE- F-MPT1OM IICIDIC.ATOR.) I I /C ( I KkTE R GO KINIEC-T) I-5/G(SPAR1-)12-5/C, 1, I - 3/G (OPTICAL_ PRE-EMPT'IOh..I, I- 2/G (PRE-EMPT. 4-" IKLD1C'ATOR) -SIC, (SPARE) , I I 3 - 5/C , I - 3/C (OPTICAL- PRE - EM PTI O M) 4" - 2/G (PRE - EMPTI0M I MDIC.ATOP,) 1 I - 11/G (I I,ITE.RC.0K1K1E.CT) , 2- S/C , 2- 3/C (OPTICAL 4„ PRE - EM PTIOKl , 2- 2/C (PRE-EMPTIOM 1MDICAT0R) I 3--ft-& ( POWER SERVICE A MEUTRAL) SCHEDULE A,j - _. 77 STR 2605 SH-II r, z i - - 77 .. STR 2666 SH-13 �1 FIFTH ST. N.W. L___JL�.j L_—� W Z PARK AVE. H I J � 100' 50 0 100200300' S T. �• FOURTH .-- s� 1F s � W THIRD ST. N.W. THIRD ST. N.E. IZ _ 3 THIRD ST. N.E. C z Z __j SECOND ST. N.W. SECOND ST. N.E. SECOND Z ST' N.E. � Q 2 FI RST j ST. N.E N FIRST ST. N.W. Z FIRST ST. N.E. J� cos O EQ O W ST. W. MAIN ST. cE.- MAIN 3, ri Li FIRST ST. S. VK F IRST ST. S.E. El fC y W � � N H z z SECOND - ST. S.1K SECOND aT. U.Y. to Q THIRD ST. S.W. THIRD ST. S.E. z X : _ CROSS O Q sT 0 ❑I�J UU L W W � a N 0 - � _ • � erwnun STATE i 0 4 i NORTHERN PACIFIC HI ONWAY RAILROAD 18 - .E. S 4 SR-18 ON RAMP 0 C '`-' ROS S sr. 4TH ST. vi 3 z m D Q 0 NPRR MEDIAN SR-18 OFF RAMP S-2 301 ± 2 See Plan Sheet No 11 For Sign S-5 Location. Exist Pi Pole 3RD S1 S.W. n GENERAL NOTES I. SIGkis SHALL 5E C-OK15TRUCTED OF ALUM I h.IUM 3HEETI 2. SIC-;,N BA,CKGI OMID SHALL_ BE. REFLECTIVE GRECH-M. 3. SIC -AM LEGFUIDS SHALL 13E REFLECTIVE SILVER. 4. '51G S SHALL NAVE 3�14" 150 P DER WIDTH 1/2." MARGI M WIDTH >r _ 17/8"CORKIER RADIUS . L-ETTE RC-) SHALL_ FEE 4" SERIES `' D O 5. SIGN MATERIALS � FABRICATIOA.I SWA.I.-L 8E IM AC -ORDAWC-E- WITH SECTIOM 9-Z8 OF THE STATE OF WA:-!)H. "e)TAKIDARD SPE.CIFIC..ATIpKlS" �- THE STATE OF WASH "SIG U FABP_ ICAT1oK1 MAKIUAL_ �. THE K10M1UAL D15TAMCE FROM THE E'50TTOM OF THE 51&kl TO THE TOP OF THE SIDEWALK SHALL_ 125E 7. ' 7 SEE THE SPECI FICATIOW-5 FOR ADDITIOMAt- DETAI LS. �• WESTBOUND �12•3d— BUSINESS I IL BYPASS il 4" x4l' 4" X4" s� VY00D POST S - 4 WOOD POST S - 3 Approved By Contract N, 77 = 12 i Far Director of Public Works W.O. 0440 e�I2p t w HRH,? . EASTBOUND BUSINESS No. DATE BY RE BYPASS I 4429-05-10 Job No r).. 4"X4" WOOD P05T S - 2 BUSINESS BYPASS 36" 3d �--��z CITY CENTER �I 11WESTBOUND BUSINESS BYPASS LUMIIVAIRE�tj STANDARD S - 5 22" 1 lb�t I 4"x4" WOOD P05T S-1 —NOT AS BUILT -- BY DATEL;2.0--$0 CONFORMS TO DESIGN CONDITIONS & NOT FIELD VERIFIED SCHEDULE A' 77 STR. 2605 SH-14 l0