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Home My WebLink About73STR2564�. ._ n .. �w.. .... ♦ n 4. .. i.Y♦ ..III ... .n., n.A .. ♦ 1. ...-V.••..r�r ♦.+... n.�.n.. a• 4w m-♦ n. ..... YM. _n. .� �.• ��.�. • �� _ .�.f ..n.. s..r��..�..�.�......�y.M... ti. a. n•V ►..O.��f�. �.Mn �♦✓t1.un- w�.. � ..t �.. �.. _♦ ... �. .y U.A.B. 8-1-105(14) CONTRACT NO 73-01 L910DO 272 H.U.D. W.S. WASH. 98 WATER IMP. N�6 75 TH STREET NORTHEAST SCHEDULE OF DRAWINGS N VICINITY MAP AND TITLE SHEET 2 LEGEND AND DETAIL SHEET (shntao 3 DETAIL SHEET (str*0) zA RAIL REVi.s1014 4 r r (WstK� 5 PLAN AND PROFILE STA. 0+00 to 6+10 Harvey Rd. 6 • N r 6+ 10 N 8 *3T r r N W. 1 +50 r YL 4 +55 Sth ST, NE t T N • • • W 1 +50 r E 4 +00 r r • <<� g r r • N 4 #00 r 10+00 N N N Sm ME 9 • N N • 10+00 N 14+00 r N • w 10 N N N N 14+00 • 18 +30 • N r pPurP"ouaE 11 24+06 29 CITY 76 WTR. LINE KIMN CO. N N r M r • """n* 12 CHAN IELIZ ATION 80 ST. NE a HARVEY RD. MNo�ctioA 13 r STA. 2+75 to 25.60 96 ST, NE 14 HARV E Y RD. (6th ST, to 10% ST3 �---� 15 SIGNALIZATION Sth ST. NE a HARVEY RIX MNonodroo 16 STREET LIGHTING r " • • N N IT of r STA. 2+75 to 254*60 Sth ST. NE 18 UNDE RGROUNOING Sth ST, NE a HARVEY RU bdu n dion 9 N STA. 2+75 to 264W 90 ST, NE � VICINITY MAP 20 SIGNAL WIRING ONE LINE ELECTRICAL DIAGRAM 21 UNOERaROUNO MIMgN6 0!h ST, NE a HARVEY RD, iolwaselion i 73 STR M4 3M- 3 LEGEND E X ; T;Kv NEW ST 4 5 T_ S T v CA P RFNGVE c.'RC C ASP"; L)RlIv = RE,^r /, C<_ ;' -, 1V< IL Y P.ch _ SAL GRAVE_ L, R , c'J'. ►•• CVkE �, GOT I-Ek REV CV/+: TFLEPHrC Nv- WNCTIC N FIFF HYDk .!; I ASSEMBLYaE-- G.A� MAIN C--6!,FIP— UTILITY PGL.F WITH ANCHCR �--+ CENTER LINE --- - — -- PROPERTY ,_lNF -- — -- FENCE (ALL KINDS) _—� x —•—� TREE 5.4RUB HED&F ROCKERY, FLOWER BED ETC. , MAILOCX >t STREET SIGN T Cc%CRETE STREET WARVET RE) TO STA. 18-03C DETAIL( I 5ECTION) AND PAGE NUMBERING DETAIL (5ECTION' OR LETTER 4 PACsE NUMBER , 1 � f 3 _ M I /8 PREMOLDEG FILLE►? (-r' BETWEEN BASE AND S/W - HANDHOLE cI - -WPLK 'Z-pCIR. T I '0 - N� CUIT > = 4" l ANCHOR c F 3' 6 R0!,'N0 NO SCAL LUMINAIRE BASE AND POLE DETAIL i Falt. STREET SECTION �4-3-+.3„>y STEEL TUBES ! 6;6AJ STLr L TUSE .P L (SEE T_YPISECTION) RAIL r.�T - TYv. . SIDE -i TILE VKLB SWILL BE s .0-II Q.WASHEa AUNTEC WITIII 2114C RICH rWITH 4-I je -OLE& - •� ' i MINT TG WAITC H THE GA.LVAIIIZEd LUIFACE A BAN N G R V E L 940 �UESEQUENT ,w WHifk[ kkQ oIRE% ANG/%Ok. WHERE BAC�Fi W ° -1 �— - — - - A P,- ... - P tip- i lf- -y ' wl VARIES aE' 4 "TC N _ I L (T YP. GOMpACT1:..1: •S;1CG12A.CL. 3" ASPHALT CONC:CL."B�(%-:F"'� CFI2, Z" .sye"�-jcRUsM STCKAE 5�� ASPHALT TREATED BASE HARVEY ROAD STA . o +so TO T/- , 1 VARIES i = ' 5 I 0. 5 IF U. S 2. 5, 5' 2� VAR I E S lk 1' L4 TnC cr •, fTvP� TYPE iq•• _ C Cs (TYR) ` �- C�OMPA`,TfD cUBGRAVr 3" ASPAAE1 CONC,-CL""6*(2LIFTSQFIl Z„ ftj C—) CR�V-5MEG 5 ASPHALT TREATED BADE (2LIFTS) 80 ST• NE R BASE LINE STA. O+OC TG `KST NE. R 6 2 P.32 a .� 7 0.5• O.S2 5, 5 J j 2 • I � � 2'�• P• L♦••TOP SOIL (T t?� / COMPACTED SUBGRADE l - INTEQFAL GE6iENT `--d" PORTLAND CEMENT CGr4L.I%ETE GUkr 2'' la(-)CRV414ED STONE { OUTLINE OF ECT EL B : E N(: R. < i ' -.. ^.� �- ,,, — 4 ccwc. . - ' — { s/w INSIDE FACE n r S-a} •0-IIf R.WASM 4 IS•HOIEi y 'i�� 8th ST. NE O.D.�3d PAY Zi��P•'PE Gig. L%',R4ER#N-- ~ YIN "'TO OF ASPHALT I Ti1RV CURBS �,O.D.•24`PAY 24'�IFE GF 5:;;x;LLER iri�WEE.Hs,�� ! --1•♦r.xLV.ErEELx ec - ,a=c' cN� Tso,of STA. t'i•00 TIC. PIKE C'.NE .2 tLGTTED HOI[S iOR 1"� dCl'S VARIES 30 TO 42 O. D. It EACH dOt T TO w►YE OI+t nE ft NUT 6! -- -- . i T 1'41 NET ,'� .. _O 5 • t _ C. . . Y _ i •-- CEPLAcE PAvnIG WrT M it Asi.«I - : p � -j_ SEE SHEET 4A FOR RAIL REVISION r ` •. - 6MIN. _ �' Is. �A SECTION SECTION _ a a . • - I NO SCALE v o " 7- .�.� . � .0, p v, .,- __% NO SC/►L! �vl I i Ex PAN : I%;fw ,;CINT t i =0 •C4R CL.B•• CONC. I STATE OF WH-54- INGTON TANKARD TYF£ SP-A STRAIN PCLE FCI IIVC 3=0� SQ. an NO SCALE C POST , 1'-C V, C10.SIAItF R '"E -_ I'} 10; , 60, EXv4. SLEEVE \ IWfWTj IEA.Pg4T 3 y 4 �3-t SLEEVE fs 4 z - 4 �► - - TYA RAIL SPLICE tm To "TC p� ..g.21,r♦ I 1 —,V- fTYR Game CLOSER 49 7 1 fLE14 — -� s •� N E DETAIL K >�.� - F ATE AT - - A - cmtiS of 1 ! !2-A' led Exp'liij SLLEVE l Y F ,••, e-TFP;A` W►-Er� .! NOTES INfF- eN.AL CEMf N <.: ..I- ; e: .. . ._ ANG/GM WHERE DIRECTED BY EN4�F. ;, f� LD"�� MAe. 4~MIN. 27PIPE OR 561IkLLER + +. T cjlt E'.+ )�f �i. CL4tY -vk, ALL 114ATERIAL TO BE STRVC!UP:'.� STEEL A1. S. T.tf. -- COMFHCTED Sue,) 1,/Itl1 =(,"?'cE G1; Ltif'GEP j'I �, DES1604 TION A-36 UMLEZ`_ NOT[L. �.. PORTL/1N:. SOLI HEI►Of MAY DE SQUARE 6VT NtJT SMA. 2'to .Cm. PIPE TRENCH NO SCALE J �i s ; - �IUE WAL■ , r L r 14 T -j %�� E9AGANAL. �� ' / t� Cr I C � �� N � i `., EKTRA WEIL lf1UT - j` ALL CORNERS AND e0695 SHALL BE G*OUND .SAAf.�CGTN 4 NEVv I3Y GTHEFL s r _ _ 1;:'H JIGINT SEALER sms .. 1', ow EVA --UFFGkME;, IIt er wI- A.T G4 %• - IrI►.. - - >t ANO fAI*IDEQ Tp A RADIUS OF � OR AS .7HOWN Crbi s'r• NE S s -J THE PLANS. t -1 ANCMOR ISOLTS HEX. NVTC CUT WASHERS SHALL 3"IIIw- 114 U SMAi-1 A et;.7 DE GALVANIZED AWTER iASRICATION IN ACCGK0A4NCI: PIKE ST. NE c TA- WITH A. C.T. M. SPECIFICATION A-1t3. CLOD3ECTroN ApFrll[,"Lt AT WEST END OF MAIIDRAIL QNIv SHOP DRAWINGS OF THE RAILING E NA LL BE SV 0- tA.;-ol.rtL r/W GRADL APPr0r_NI`; EXI,;:,r. PARKI►I(. LDT4kmx. MITTED FUR APPROVAL, SNOWINQ COMPLETE DIMEN' TYPICAL ROADWAY SECTIONS SIOIIIA AN9lS G [TAIE,OF FABRICATION- MATFIZIAL' SECTION BEING V*lE0 SMALL ISE SPECIFIED ON THE ZoI DRAWINN D scA L G,. NO SCALE' ALL RAIL ELEMENTS AND P03T!, 504A►LL list raAL.VANIZ9Q IN ACGGRFA#I WITH 4,S. T M.-'O[tIFICr,T10�1 MATERIAL SPECIFICATION A _ It. 3, t ELLCTIpti' POSTS SMALL SE SET VERTICAL RAI' Tulie • AMA P' 'ET PARA LE'I I-- T PART A. 5. T, M. DE514NATION NOTE15 ANCMI 40LT r f NUTS Aa0 WA5I4ERL HIGH TENS#Lf STREN&Til A. If.T. IA. A 3ZE GALVANIZED ItAIL PO.`.TZ ;.oTRt/CTLlI TVSE5 .. PLATE � AMNU 6641MI� •• .. r MILGELLAild6000 DOLT S AND A NGMO R L', r N M TO RGAGYVA-Y 4RAVE. TO OSTAIN PROPER ALIGNMENT ANCHORDOLTJA65EMRLIES MUST BE HELD IN EXACT PO:ITIOM WHILE PGdRll%(a SI.A3 ANO CURS, USE SHIM: DATE AIQ p WHERE NIEC[6SARY FOB FINAL ALI&MMIENT Oir PCiSTS. SPOT Nk:LI) ANCHGIi BOLTS If of yr TO NVIS AFTELDIN A►S:EAn.LY. CITY OF AUBURN ALL WELOIN(i :►MGJ MLL NPciRtlll TO TH.'. E .TANCA►igG �.PL(,Ia•i%ATIGI:!, FOR W9&.000 NIGINWAY AND RAILRO.40 19RIG4LA 09*6) GY THE AMIERICA% WCLDIN4 SOCIETY. ALL WELDING ...NA►.L BE EQUAL IN :TRIINSTN TO THE PAIRC04T MATERIAL, AUBURN WASHINGTON MATCH [XISTIWr4 RAILIN4 CGN 99klDfaE. PAWMENIT SI•IALL SC 1sY THE L+NEAL FEET r PAIL/NV Iti VVAC,C ANp '�IIALI INGLVOL ALL tNGtoE64TAL COSTS Af10C1ATE9 TN[RIEWITI/ INCLVul►40 !=4' WIrf LFf4lA,L LIVEWALK SECTIGII " a. WE m • WE �0%0 Mm a TYPICAL RAILING DETAILS ;TA. 17+rd1 TO fpTA, iB•30 (P-00UT14 SIDE) �,,.... . , #.o, 2T8 IIAR �I-IQ MDp Ss LEGEND AND STREET DETAILS DESIW+f , 0.A,O. JAPPler ,1 •.; r VCR t DRAW% G.A. 0 I ; .a 1 NONE Z CNEGKEp isI VATI. ♦AN, 24a I073 ' CONTACT Nit. 73-0: 73 STIR 84" ON-4 -c, y N dG► N 432 PARTIAL PLAN Scale X = I' 24'X XW Alum. oils �of 12" �2J 64.1 Ty i I of AI. It Closure //4 e--IExp'n Sleeve (4 ost a v a lr4 j CAP a Ati+Q.► �1s — 15" 4i Q ii ti li 2 X2 X4 UM, TUBE RAIL 6POST I 12' l , 1 t 2— 4+32 2 1 ! 12' I .I:j I j 10" 7'X 7"XI It 2 ALUM. BASE PL 2 % GD mod; 1 rp C ' �ap4 , �---170@X 7'1 XX4 S T'L It `rb SECTION A A RAIL REv s i Scale 4~ = 1' NOTES I. AL. RAIL MATERIAL SHALL BE A.S.T. M. 6061—T6 ALUMINUM. 2.ANCHOR BOLTS SHALL BE HIGH STRENGTH A.S.T.IM.—A325 &ANCHOR BOLTS,HEX NUTS, CUT WASHERS SHALL BE GALV. AFTER FABRICATION IN ACCORDANCE WITH A.S.T.M. SPECIFICATION A.-135. 4.APPROVED TREATMENT SHALL BE APPLIED INHERE STEEL AND ALUMINUM SURFACES CONTACT EACH OTHER. — 7- 5" R. Tvp}— SCal . 4 = I' III" ' ..s 4n too- 12 i of 7"X 7"X j Alum. Bose Plate Tyy -- q .. v 7q6ft%qP*)*'T0,0:i i41 ®Anchor Bolts Ty p. �- i.. 40�.�s� 1-I t� �I•. i . RA 1 t7 ..�A 613,E k0*4 ., Type Post EXIsTWO RA1j_ 3., r 3"3"R. Type 1 9"00 I 1070 I 2�Expansion Joint 1 W . SCR e--r A i DATE N0. � CITY e CENTER LINE of HANDRAIL BASE PLATE ---------------- Scale I" -- REVISION Lsr OF AUBURN AUBURN WASHINGTON ST IMP NIL 134 8th RAIL REVIBION KDESiGNED APPROVE() N M L B SCALE AS NOTED KED DATE 7/I6/73 73 S t�C SHEET 4-A ---, ' - - ---- -- EXTEN';- tC P/L . CCNN. T A RC ". i ! 4 O L► r 1 s 111`�MMY ",.f •a tic 4 li OR 2" AIETUT' " r 4 - f +- jo IF STRW[Y MASS WT141TY p CURA AND StMWO`-L 'PL !� FKOIAII BACK OF' zAi. w i ABVXS eA6K..0 STO-P L'71 0:.. 1V1EASUWEV FX"' T #.OF• CJ1R1! ANGLE VALVE i 'SkAX VA01F 3FE NOTE. 1 • / T s • 4 L4 r Ok K�� 1. � - y. •+. ' � ...Y� -r _ •r P-4" T v R i A 3 PLAN IALl •� i 3 4 CR I METER i NOTE • IF STREET HAS UTIL11 STRIP I;ET,At'E`ti CURB AND S :w►A' PLACE METER NUT 6"FRCh FR�r! BACK -F �,_'cr �• IF SIDEWALi< ABUTS bAL:K OF CVKE3, Pi - A E ;tiETER N V T 41z•FRCM BACK CJR DEP'i r., AE. MEASURE; BACK or c . )g:B •TC ANG& :- VALVE t,MAY 'VARY TCP OF CUP —� FROM 9 TC 12 5A FE T SIGNAL CY CTEM C INC. PRECA.` : ILLUMIt.iA-.rLU C)P�atha!�, 7'r` HID*+ r S' WIDE It 52%. LONG. $ET 1t, Y PE 'A'.0 ✓M.I✓ CcUT INTEGpo�".L CGN:• )Rt', f-S c .. , UC E c.-T LEAST ;0 cF FT AT Erg r, _Niw TG TRi%N—_:TIGN LJi'r, Iti:G SOHAPE if'TEI, E E Iv C _, E A B,: v E i � I AN61E TAIL PIECE OR * BEND METER COUPLrN6 I ANGLE VALVE Li 4. OR 1ofMETER u_ " FXTENU TO P/L,CONN. GAL.V. PIPE OP, TO PROP. SERV. WITH TYPE-K"CC, PPER UNION R LEX C PL-rx -MIN. DEPTH 18N �(TLOV' FINISHED CITY OF AUBURN i TYPE :< COPFER WITH \ STANDARD DETAIL OUT .JC.6N'-5 BETWEEN �'314E O.Z I,• WATER METER CORP. STCF � ANGLE VALVE —, AND SERVICE LIME I INSTALLECO HORIZONTALLY, INSTALLATION FLARED J0110ft•' pMLY ILLUMIh.< ; EG CURBING u - Br_l< OF CJ�L I TYPE A (,V9j, GUTTEK 5146VVNI C DEFOR► I EL RE- R AR'_ d @-O LONG r AT ILL,)M1NATE ,✓ `oRBi1.� i r. SECTION ILLUMINATED CURBING DETAILS ll •• -yj % 9"r EX PAN SION .1C►INT—� on- }- _1tiI< FENCE Y � � A QQ -��;PE AG? W TO MATCH OVAL:_ EX!fTIN�s riIZADt- ' " I" ri CHAMFER �. , _ r QI Q CC NC. PLUG ;•i ? 4 BAh T.r VJASMCS: PEA r 01 f x 1 GRAVEL- N W V ' 1� 3•rC.LK. r I` —3/8PREMC OEL' — T. v r I ' oc - I, O' rye . • . WEEP HOLE d' 10• CENTER 2a SAR5 VABOVE 51DEWALK (Z' D/AhA) ►i`� I _O i 04 BARS (R IB *O.C. Q i� CONCRETE RETAINING WALL TYPICAL SECTION STA. 6♦90 TO STA. ;0+96 —SOUTH SIDE NO SCALE 4 v 4 r 14 r G •� 4 � y -1 G > G 0 TYPE "W" THICKENEQ - EDGE FOR SIDEWALK ABUTTING CURB NO SCALE CURB ` M � 2 : G•• 6.. I — Z"ASPHALT -2•-�e(-� STONE r - 6r• BANK RUN GRA' '—C'ATB E 3 - �eSC-1ZTCNE WHEN NIATCFHINrx HARVEY RL. JOINT DETAIL (BETV.IFEN ASPHL_T £ • 1/l:- ) NC, `'CALF_ - �8 EX PANSIc..N JT.-• C. CONCRETE CATCH BASIN BOXOUT t FILL TGN yvi`i-i JOINT �E'ALE R JT. J 1 CONCRETE MANHOLE BOXOUT I, Ai L CATC!-i LHALL Bt IHf- ;2,/+:IN AS fe._,E• ExPH+v:iCt%..C'.I MATE` h/�A THRCUG)-1 1-8 AA I.. -. t' . e'.x�►ACt�JME+:�, ET` C_N"T INS,: WITHIN THE PFiVtP✓ • 1, i t 'tv _ `II/,_ r'_l.r N t '� F t. .� E r ' •' W riE►1 ' ,Vr E_E_'c.:•= ►vc,-' •" t P. WHEN <, jr.INT FILL WIT"lt%v b FT. CF ' R CGt,,TAC. T: B/-1:IN' , L: _, P, L h E� �' J E�� fi(, �,T+ w U� ^/Ir:KE P/`,NEL. E'I 1 NL ,w r'C! 1; NItvG "r Pt i=tA, j(:iNT T. FA eo.,►�J„✓rr'< CORNER5 OF RECT/4J(SUL Ak BIJILT �_.•it, -A E OAT 1: NO qE v i S'.ON I 9 r CITY OF AUBURN AUBURN WASHINGTON Is m so ST. N AVE. S 1�,0. t72 IRAs MMtMiNaiINN�I�rM11 STREET DETAILS K6104ti) 0. A. 0. ppaAt vt I, ••, 1 DRAw% 0. A. 0. V A E NONE C01ECKE0 J • r< % ZI DATE JAM. CONTRACT OIL. 73-01 73 #TR.-to" ON-6 z ♦-c y 1\\ EXIST BUTTERFLY VR.LVE �2EMOVE P',IUG FQOM EXIST 14 x14" = _'a 'EL AND INSTALL 1A" BUTTERFLY V,&UJE L_Tr - 14-15013-1971 65605 C.I. L. E _ T_ .. � U. cy i I O O >. in i/ eTH ST 1 i I ' � I �-EXISr. Iro"X12� RECVCER. 12. 8UTTERFLY VALVE E!= 3 J Kn STREET 'WATERLINE CONNECTION DETAIL i SCALE 3/8" = 1-C) 6 r- REMOVE EXM'r1N6 20"x 12" TEE REMOVE W/BLIND FLANGE EXIST 2 %t` EL,>WOFF -+,ice EJ(IST• CONCRETE BLOCKIN Cc _ _ _ 20 . I• I I�� r- 1FIs_20.. T W/ NE ,, 1 p I t ''V \L--I - - -- - - - - -1 W I REMOVE EXIST. 12" �� 1 I BUTTERFLY VALVE -�—� "-J CONNECT TO Exi'ST I I 2e BUTTERFLY VALVc I I � I ' I PLUG A BAN ►.01\4 I 12' WATERLINE - - STA. 11 20" ATERLI 1 I I I � 4___ ,J- D ETAIL CUT ,t v F MOVE EX I CT WATER SERVICE PIPE AS REGUIREt>. FLE f COIJFL 1�,'j FLEX COUPLING ' 4"-45co BEND - e- SPGCL f ` C.`x4 NEL JC f F - EXIST WAT E R \, r 4 " - 45� SEND 4 a� EEC.: 4 , It - 01 4" GATE VALVE L NEW lU • 2C co ILL - 4"GATE VALVE FLAN6L REPLACE WIT►{ 4r*VVGTILE IRON PIPE TYF'I(�AL. RE �()NNECTIr)N OF 4 FXI' (ING WATT R _R V►CE'--./, DETAI L.a ,'-ALE %�S = I �� •,10 i 4.IZ H I'_ W L Ua Oa %0 r n 14"x20INCR, p \ \ <N 14' NIPPLE NO rPOC: �, rug nn f111 14" PIPE ` v EXIST. 100 DIP \ 14` BUTTER- C�'r FLY VALVE (14•PFiAT T BUTTEL�Y VALVE t 4 -150 8 - 19 71 \ �br�`60S C.1.) 10' FLEX COUPLING N STIa sT N.E lo" SIA00L. --�-'' t0" TEE. CUTOFF 10" PIPE AS REQU I RED . 20" PIPE CUT a REMOVE EXIST. 8" PIPE AS 12EQUI RED 8"FLEX COUPLING 45'-8" BEND PLUG ABANDON -------- — -- E-XIST. 8" WL_. 200x iG" TEE (FLi "-----� — — — — — EXIST. 8PIPE — 80 SPOOL 10" BUTTERFLY ALIVE 10' SPOOL. 10 FLEX COUPLING 8" SPOOL 0 8" GATE VA LV E 411 10"SPOOL. ESr.►tENKEJ`' GV._OOW::•:.� ;�T3 20"x20"'x8" TEE -NEW 20" C-I.P i-- 22 %2° BEND kit(.)P-E R TT BUTTRFLY VALVE O O 1972 352.09 C. r !- 450 BEND ' 10' DUTTE RAFLY VA LYE 101, S POOL_ �� 10• FLEX COUPLING SCALE 3l'8 =1,-0" Fit � HENRY ROAD WATERLINE CONNECTION SCALE 3�8 = 1- 0 In Q� + s N NIL.L QOA� --�---- - cE L - -- n 20"x 20" TEL - — - - W/ S. F. 20" WATERLINE 20 = 11�40 BEND 1e*VNbE k G A L G _ -- ` r' `EXIST. 24" SS 204064 DUCER ' APPROX. LOCATION OF 1`" BUTTERFLY - EXIST. 4' DRAIN PIPE \\ VALVE W/BL ND FL V PRATT I30WHII72 "I 1 , \\64661-C 140 Zq.76- �� o. - 7, 1 \` ` ' , 'I - STAB pN , 20 WATERLINE CONNECTION AT 6 , Q,;Mp LEA HILL BOOSTER STATION - - - - "- SCALE I's 10' S.T qj� FIRE NOSE CONN. P1�cE rP EXIST. GeOIJND 24'eC.I. M11.COVER f RING Z3- u7 24"40 RCP AN- Ri %MALLEAP,LE l/ HOLE S ION ON CAP S1� RCP K ( _ SECTION ;. - 3~ M, WkTEQMAiN Ay LOW O+U NT 'NI )T OFF VALVE CRANE f J0. 4 36 GQ .; FAU+AL 1 %2" DLAI N GRAVEL ' I ' I t' Al L ir 3 `If, I 1� ''.-u-' SANtRTT r ' !� REMaVE ;' 1 '� �• EXIST. IItL 1/t c. Y. ce"99 Gn 04 HYDRANT r - p, ASSEM. I f I I to ■ f� jjL 0.1 all I mm x 1=" x I" cON CAI Tit ' SOCK CLASS $111 VSI PLUG ABANDON EXIST. WATEQLINE 24" 4 M.11 RING 4 COVErt PERFOQATE. WITH MIN. !. SU.INCH rrl wee—_. - FII r TO TOP CW A;1L • �� 3r BI N- RtllfF W1WE "TN ;. ON AIR MNNtRAL AK UUM E it�NSULATIM4 MAT- ON Ft EJ21AL , (KE bPEC S) TAP OR USE TAPPING " _ �- FILL W/ FREE B" C,AIVAN IZED -- /REINSTALL I";T. 2'/2'" DRAIN ►NC ti STEEL PIPE' - _-- - - � BLOW -OFF ASSE RGM GRAVEL. M•T L STA. °ZD - 11Nf,EQ 24' Q. .R DELETE TI R rIT� l PIPE O. G. 1A i F TE Alk ACtjM RELIES VA'd1/E PICAL BLOW -OFF DETAIL NO ;(ALE Na ',(.ALE FIRE HYDRANT DETAIL REMOVE B~LINE FROM IZ" MAIN TO � ►NCLUD' TE E TO F.1"4 . P L U G 12 -oL i 2 ►c g T E E 1, 2D"x200k9" TEE NEW 5"FLEx _P_.- 60C.I.P %_ EWE I: NNEDY V. 4?L r'r Aw*A/ 197 EXIST. 8" SINE Vrj t �1- 1Q- ,n R, STREET WATERLINE CONNECTION4 DETAIL 10 SCALE /g�= I - 0" NOT TO SCAL9 PLACE CONC, AGA,NST UNDISTURBED SOIL, COP "ARtWx SEAS SEE CMART IMLOW. i _ r• , THRUST BLOCK t BRANCM SIZE LASED TO OCT[pMINE dLARINb ARAA . NOTE SEE SPECIFICATION "SPSC1AL.. ANCHOV AGLr FOR ,101NT L.00KIN4 RC&Via2MLNT - iFITTINv Oil ! — 1 j^R r �ak*NCN SIZE qp' 4_50 21 ' 11 ' ' TwL BINDS 9'- 4d. Z s 2. o _ 1-1" 10.4 6.7 2. 2.0 I • -- - 14 14.2 7.7 3.9 2.0 14.2 $ Ms" N.V. o. NrSOA1rT 2 - 2 MR" Nou t I - CITY 41,H"JRN CAST _ 040 -MMV9 "S 4CITY OF nusunN STANTAll FIRE HYDRANT SETTING DETAIL 4 y` i`; A 'yCc. ?r* OF AUBURN WASH INGTON 00 s'f. 1 MST. NE - AV LID 272 UAA *+M MUD WATER DETAILS HORIZONTAL THRUST BLOCK DETAIL 4- TO 1Q �H A •• A A SHOWN NO SCALE -"- 21 JAN. 24 1973 CO TRACT N!. 73-01 73 ST111004 $11-4 r(4 69 67 6. 63 61 59 57 5E i NJ N) it IN Q N iJ �0 t0 r` o m 0(Q l� TOP 68.0o E. 62.92 c- c � i- c7 61 H J 7 C � r, 5+.50, C 5+ O G 4 {5 C 4+00 3+50 3too 2*60 2+00 I+5 G 1 *C r. 0 *.50 O• G LP't'�f Of LINE �T�•Nuhp`11 1'rJ SQ 14NT 1 CoRe RP.,:;lvc, 4 : 560 19` 24 R: 50, 00' L = 41.29' T 2Z.4So" C 39.64• yNE� r s►L CURB RADIUrl T= Z 7.Z-0 G = 59.791 VAL BAIN iw • 1 �' • ' EST GVRB • 4•. - - a . 630 00• c : 109. 54W N"VEY R0. NE A v o wz �► r+►o�t''R T - 55.0 0 ' E - 2.40! ° 1. STA. 1+83 Lq TAPER NEW -'/W ANG N1ATC!1 -7 E x I`_ T. Z. STA.O♦ 18 TG 3.43 R• REMOVE C URB AND GV7 (IG MA:N J NLE F NEo-►•I;, CURB NAU10G 3. STA.0+18 R CONFORM TO EXIST. D/W, REMOVE SNORT SECTION OF 'JW. L1=87'40005" 4. STA. 1+25 TG 3+92 L REMOTE C t 4 Rr3500! 5. STA. L•50 R. INETALL TYPE JJC C8 WITH e•• STUe 3•QACK L : 35.31' OF P/L(PAUSED FLUG) 1.E. 61.94 TCP 67.67. T r 19. 3c; 6• STA. 2.50 L, INETALL TYPE IIC CB WITH fy' .'.TUB+, e/,t:K. C 33. C OF P/L(aWDEO FLOG) I. E. 6 2.34 TOP 67 I. CET Wf'c.k METES IN VTII AN l,G.JJ: T. Grp. •, SEE GE'/^'. I, SH-11, Q. UTILIrY FG:_E TG BE ME'. 9. REMOVE EX1C1. E.N. AS:EMELY PLUG LINE. 3`.0r�" 10. ADJUST VALVE BOX TO FINISH C;AADE. 21. STA. I •67 R, CONSTRVCT 30• G/w. ��1- L /1.2P 11. STA 4+03 IC'R, INSTALL MODIFIED TYPE fA3 M.H. cc STA 4+54.5R CGNt- TRVCT 30• V/W CAWC.V7 3" BACK OF S!W• t �` `F T 69.460I.E. 57,50 TOP 67! ' "TA. 5+66 R, ACC N TRVGT 30! U/W. EAWCVT •'' PAL K CE GI. 2� f/w. C ��` •51 12. AO-jU5T M•14. TO FINI£M GwALE 2!4. STA. 4•97 TO 5•IS SAWCUT SALK GF CAW (REM1GvE CGNC (�<EF_o�'. E ►tv, • h NE ✓'./ '". 04 )•.T �a r /.WITH iG„IG■6 £ELF TAPPING TEEiVALVE.13. REMOVE Eli1_T. ST. M.H., •!!LINE " AND T Cc�c 25, ETA. � ±6 R,REP,ALi i l", vvATC0. sckviGc . i t - KF M/ �_ - 14. TELE. JCT. ISOX TO BE MOVED B G Z 26. STH. d 3 Ft, TO e L, N No -v'C Cr �r �' �,•' ='„ I k1j F IC. - I(Jf4ot i(- PE P.E1).ED. 15. INSTALL TYPE IC CS WITH S" STU8 3/16ACK OF P/L (bANOEO PLUG) AND S/K' AN(, #; t rL/ t Wrl ►+ NL '.. 3C �'�•. �.+9C k 1NSIAL1 t4 .W F.►1 i,' �� M(;.r, SEE �FTAIL. 7,SH-4) I.E. 63.CO TOP 66.67. TEE IN MAIN 2 T _^.1H. �irZC� iri 8+s7 L fjEMCVE k ri: C,JPL' �7 i1 Ir �!F TC, 2t M„/ti, 1410 1/11L17Y :TRIP e .i«4ER_ 16. REMOVE TF-EE sE RELOCATE MAIL. BLXES i{. - r , •;� � r. -1N�Tgll T�PE 1-G I. E. 6Z.{�2 AN►i 17. REMOVE �4 SERV. PLV6 MAlN,NEW SFRv TO COME FROM 14~LINE ON 64h LT. 2 5. ' .+ r !11F ►-c,►A j.T 18. INSTAL_'_ GYVE IC CP WITH B` `TJB 3' BALK OF P/L(PLU(AkEvJ 30 DO NCT GI-T.)I;N *'E N i-IjTEf•REPLACE toAMAGE LUP(e NEAP STrr/•Iht ito-•'E T , ;,,,, AT MIU Pf�IN1 OF CUNVt 61.00 TOP 6E.E7 �1 RET�1�►� �'�-� � M� �_ ►- ��, I��_ t_ 19. YAt1ti Li�g►�, �!. PE M: /! "• C.T ��'•: 7, IN�T/��_ MCNUMENT (-EL �PCC", �,. Tt; q.72 R� t. 'H�� TYPE IIC LB t,E. 6Z.-2 TG� 67,C '". PE►�Cvl Fxi_1 12'G J. ffi. k , �. ✓.: ht IicCt / r VCR_ . _• r ,G1f � N`. � uF •, N. CITY OF AUBURN AUBURN WASHINGTON *a sT N - ME. SE) LID R72 UM Owla S 041 HUD 9S STREET WTR ST. SEWER UNWAL STAr 0#00 fo STA. 6410 ..,6A0 1 1 i"%_ 521 CONTRACT Nt. 73-01 73 STR 4H" SH-7 67 65 63 61 5� 57 Ss d � - M O 10 IA I.E. 6 4.5 8+50 8+00 O, 28 7+50 7+00 uWui t r._ WAftW 4 v r N u 6 +50 M.H. ~ I TOP 67.,d EXIST. I.E. 61.74 00 13 STA. 6+60 R., INSTALL TYPE 2-C CS , I.E. 62.76 ANG TGG 67.61 (IS STUD TO E. S*0.5G 14. STA. 6+60 L ,INSTALL TYPE 1•C CB WITH eST1JB ON-ANfLE TO 3'8ACK OF SIW (I.E,63.02 ,TOP 67,47) S=0.50% CS TO C8. 15 RE:T�'kN TREET LION TG M O BLGfs• 13Gi C.cT. `_.t/J• HARVEY ROAD ICE I, STA.6 •EC TO STA. 6-04.6 L., REMOVI: EXISTING SIDEWALl.. Z, 'TA. 6 +76 W. SUN: lW 0C 1 �6'`AwCUT 3� dACK OF Ph 3. TELEPHONE BOOTH TG I?'-- MG _ L t ' ►„ For !'TA 7 -,f 1 L. P6' L//Y. �'AWC'JT 3' dACK OP P/L Z. !TA. '1 IS' L/✓J. ^/►AICV7 Zt SACK OF P/L E, TA 7 45!` R '_1.fTk'J�' ' :l✓� SAwGUT ? BACK cF PAL. r-TA. +'7 R END IDEWALIC 17 3TA.7+12 TO 7+e5 REMOVE 9 REPL.ACE S/W e,. fTA.8+37 L MATCH EXISTING CUK61 1• REMOVE ?REE. 1rl1'.T 0/W TO NEW Lr/W. 19 31A.6+60-A44S L. SA*CVT ASPHALT 3�9E141140 P/L. r/-r•1!iti S7RIP. FArT AFJ�i MhTEH TO NEW !�/W. IL• M PO STA. 8+32 R, INSTALL TYPE 1•C C8, I.E. 64,60 TOP 60.IG , 8" 5TV8 3' BACK OF CURB (BANDED PLUG) 5r0-600/0. F W 61 A Y h 0 t� 60 Z� Zh v 31. .32. 33, 3 4. 3.5. 36. 3 7, 34. 39. 4C� 40 4G 43 e-EX13 It 0 lc h SEE DETAIL BERIA + O. 70 -:TOP 67-2.5 4 GRADE r-NEW OkAOE • t1.w. .. d1.:. ate.• .. I.E. 57.91 4+00 3+50 CVIte R.AOIU5 28' ,As 9r 26. 56" 1,t s R6.00' 1 .L! LLB CORsIN T = 29.73' r Ar. 77� %0 to O O t t � 4 a � , 100 V. C. I C B TOP 66.1 7 -0.60% h r` �0 O h .Q a� 100V.G. -NEW 4 C;RAOE EXISTINk &RAGE S. CS TOP 66.25 • r Iraa a ■ f • MR- .0001�_ Ja^w at_' -_._ ... _ y 67 C=� 63 61 39 57 .1 .I ZM h' w w ss Is to M in 3*00 2+50 2+00 1 +50 44. STA .2+CC L, ANGLE PGiNr IN s/W AND CURE i Cc UTTER. 46. DETERMINE AT TOME CF GL1verRVCTt(.,N WHETHER NEW 14''1N?r- MAIN TO CgC - UNGER 7D. 46• STA. 4<21 L ENC S/W. AND STA.4•ZI END CUSP F, CLUTTER 47 INSTALL TYk IIC C8 WITH M.H. 1_10 256S.Of 4 OF 84A CT. CCNETGUCT eleST. LINE 100 TO S. FROM C8.5=0.38'y INSTALL WIRE SCREEN OVER PIPE ENO. wre%...I r. hs ru,1 AL)BVRW NOgTt, SECTION A -A I.E_ 60. 43 3Tf,. 1 •J9 R. SAV'J CV T Z•E 1IVh L K WAY 3 Z•. N. Of i AND CONSTRUCT RA%AP. S TA.2* 9SR• INSTALL TYPE 1-C C• I.E. 62-60 TOP 66,179 ArSTVD S* BACK OF P/L(BANDEOPLOG) TEE IN MA,K, REMOVE TREE- VP TO 44V0'4. STA. 2489 L. INSTALL TYPE I-C LE19 TC.�P 66.k-5 .E.. G'_.:£, =C.tC ee. TO C: LITEE MhIN,8rSTU03eKGFS/W STA. 3+7S L, CONSTRUCT 8"DUCTILE IRON SIDE SEWER , CLEAN OUT. AND 6'' RtMGvE : TUMI REMOVE EXIST. 51W AND CURD ` GUTTER TO 50N. OF 4. AND MATCH WI'11 tvEvv. STA. 4.17 R CGNSTRUCT ST. ..EWER VI H . MG DIFIEO 04�TYPE IA3 P I.E. 57.91 TOP 67." ANO CONNECT EXIST. M.H. TO THE w ECt vV s'r l4 IQ' L.1'+E. AD,1Y'.T M.1.1, i vALvE 6(., TG PIN 1s 0-i &BADE . vT11 I- r Pr , r Tr 0E I*M _ p• (3 PL ACE;) s J X 1 { T w.. . TORM LE V� F ►• "ll.a. , . REMvvE E STA. 4+OC, L , IN:,TAL.I_ NEW F. H. A'.' ENIE,_YL .SEE DETAIL 7 EN-♦. (6 KENNEDY (SATE VALVK &0QW 1973) i • _.� � i•bt� � Nr. � Qf ��b�rlA b' CITY OF AlislM" AUBURN WASHINGTON s ione an sT in W wx MfON st XT& 4*w �Nr F, 0[S�OMfL S,SO A.L.M ,a��a .�j,j•� r. , t>reaw% 0. A. a. S =' GNCCrEU �.K. l!)A + aAM.24y 19TS CONTRACT Nt, TS-01 TS fTA 1>l16r •M-• 67 65 63 61 59 57 is kn 0 N N O — O lz N N. %0 P �0 00 In b O ; r' v �DQ jF a 1*50 1*00 O*d0 T 5 ;E E ;HE!_ C .re- FOR LOB►'1 AND CCN1TkJCTILN N(.ol'E 2 SEE : HEF. r 5 Frok CGN!TRVCTICN NOTES. i � YAR4 LIGHT Le M'�-✓EL 9Y 4 REPLACE WATER SERVICE WITH "� • i SERVICE FRCGtA 14LIKE (C.E DELAVRO) ON E.tl LT. REMOVE SERV. LIKE TO CORP STOP. 4e, STA. I,*3C R(W)IKLlALL% •f� HE W I"WAT Ek SERVICE Frjtr f,. VIE W1711 KELOC/.TET. X� W • . METEk 4 CONNECT it _ PPCPERTY OWNS (� : N1 EKIST• F'� ;FPVILE LINE- -.• 1 ` » ir A PAYMENT SHALL BE yWj - —— _ MADE AS ~REPLAC.EMEN-r A .OF I" WTR. ;EPV."4 LHALL-75 INCLUDE CGNNECTION TO • PROPERTY OWNCF; EYIET• W ;EPVICE LINE Z` 5 RF Mr. ✓F TREE J Co TELE. JCT. P,/il TO BE Mf VE(, Er C,THEFU, or low s 2 pVBV �/t1 wGI T' I 7 STA Q+6drw L,(W) 1#4ft TALL pE W I WTR. !,EF V. �I 7c,,, k r_ N L,1- C E L" W T K O E F, V I L E. G 1lII. f F! T'. L2E �7 jr1 1'/'II 1F+ r,►1 Tr. N :, �1.►�+i. (i� L i ; /✓ IC, ANr �� .' _ C % Tri FIfiI- •1 (/M./� - II kF_Mf�VIE E7YI Iti IVFMr,v- I r 1; 1+f, 1r. elf , 1' irk %Ol rr 1 1 t: ,�i� i N r i " r ( WTR, MAIN VN0E RNEA T M .REMAINS9, 14 r'' J!• I%E" ; �� E fib T1146 TEE +" /L.i.' + T fig I; FINI:.H riKAVE Ir t � i. L I - 1 + _ a / _ :•,' ._!J. / Nt7 MAT! H T XI�T A:PH/%LT r,/VI O O u Q H -0.60% r.p=db 0*90 *00 1*i0 2*00 ZO STA. 1+82 R, INCTALL TYPE IC CB WITH 6" STVB 3'BACK CF'Plc. I.E. 60.20 TOP 65, 38. TEE IN MAIN (BANDED PLV4) 21 REMOVE EX15T F.H. A55EMBLY - PLU4 LINE. F. STA. 3*11 L i C,ON.rTRUC T' 45' D/W •SAWC.VT 3' BACK OF P/L Imp STANOAR0 COOL OF CALIF . , DENTON M VAL GAIN 3*00 0 al I. O + M t f M :Q � � h 100, V. G, . 3000 4,55 N 4.35 5 60 N 60 5 4.00 E7 65 63 61 59 57 6s STa. 3*7;d L , Itt`-TALL T'e PE I(- C i I.E. 61.Crj TEE IN MAIN TA, ? * 7! R9 1'4. 'T f e•- CI! WITht 13 ` T )m 3'BACK OF P/+_ (B/�NUEV PL)&) TOP 04.3TEE IN MAIN, V► �Jft sNcvKc► tj 3TA. 1*G2 TO 11*06 REMaJE ExI:,T 6,''f I��,. •L E //r �t1,c AND C.!C. Vr,, N+•� r QI4t,7 II;.r2 ,.E.. - J.• ,. r,- _ . • I I Tti %,REPLACE OAMACsE4 GvR13 NEAR STPA►P1 i�L,.F f- BTA, 2 *97 • CONGrWVCT 6"SAN.'.10f ._,EWFF TO 3'0lA(J' #Ji P/L (SANCEL FL'JG. UW-11' t Iid'.111 AWUST ^;r' GI t/,Nri,T TO fts.. -H f-I REMCVE 12"GAI V VAi V!' STA0*97 TO 2*97 REk1C ✓4 J!"'- - w! " .' LINF Hwt - rL/• �_ N t t r;v; 1�. r, °TA. 1*50 R, 104tolA+L.t- I„,/,/TP. : E.rP'LL Ic -+WITH CURL V71LITY !TK+V AND ! F .1//. ';rc Uf I.11. I '.HEE'T +� "l'E!.[►NGNE GO, WILL AtOJI/GT VAVIT Tri OWAVE, r.�NJTRA GP ;HAP C�,OkLIN/,Ir VVGP NI114 HI.r, CGN IRt)CTI:N , • /� Nf, M/-1!_N F. Y+� 1 . H':V11/- , r,///. � �, # Ila'� lfd r I F- W W 4A 1 Z_ J V ►7 e- w CITY OF AUBURN AUBURN WASHINGTON go $TO I uo "2 MST • h AVE. 9E) www - aM�I we We" to W. STA. 050 to E. STA, 4+00 UpA*% 0.A,0, r041.1,00 1; .1.p , �pi•i t.// t r � btAT 1 • t � f r,A + 1 JAM S*# 1973 73 •T11 B1A4 •M- 9 - c4 In N ON �p 111) O N q- O 1+1 \D - M to 0 Q O h �ci \0 \6 0 %D h \D N `� t u� >Q WN +0.3 4* O. 3 4% % _ _ C&S. TOP 6 6.03 Ct EXI5TIN6 RADE NEW 4 GRADE N. TOP 66.2 - 67 EXISTING S GIRADE NEW GRADE M. H. 03 CS TOP- 65.33 ()ism) TO P 65.4s _ C 5 _ TOP 65.1 3 65 63 w 59 57 55 N 4+00 4.50 fjr „r -w -mui *w. 5-0-CO aa00000% 5.50 I PE'URN STREET flCkN TO NI 4 O ELGGc. 130.50' 'C" LT. Sw. C .^,T/- . (+ 71, l N.: '/1LL C C 15 I.F_, 6t,S0 TOP 6S..33 ^,=0.5% TO M.H. 'ti. :+.'' p, 114 E IC "F WITH &," �IU6 (DANDED 1P1060 3'8AC. K OF !' -Ir.►- �,'_.1 i, i. . 60-cj(d =G.EC 'lo TO M.H. 4 REIVI(WF EXI�- T. F.N I'0,r,:ENIELY (PLV G: LINE), VFLIVEP TC. M � C. 81.Urs. FENCE ;TA. C+s'. TG II+Li Ro RE:GCX+TE :,t�►ONE TU 3' S. OF. PIL AND J `0N:,'t P 9r. I RFTA[f4ING WALL- "A,.' K OF f/W, L3CE 'TYPICAL CECTIC�E., SH-3. F,oft ,,Ih. J�', ,,L IN' I/ I I - �. I.E. 6=.23TOP 66,23 TV E IN MAIN 7 ^�! '�• I►1_ !, �� IC "��TOP 66.C3, ►.F. GI-W TFE IN MAIN. .� J U MIS, T�. L''- I •'_ •�. 6+00 4I STORM LIINZ I.E. 56,91 6 *50 SNnobe n 7+00 7+5 0 8*Oo 8.50 VAL BAIN WHIZ a so Mr. 11. STA . 6 4-36 L, INCOTALL WiCL)IFIEC TYPE IA3 M.H. I.E. 56.91 TON 65.CL' 12. ^,rA.5*55 R. CGNSCrPJ, ' 30• L/W 13, STA. 7*66 R. (,ON5TRUCT 304 V/W. 14. STA. 8*73 R CGNETKUCT a5. DjW 16, :TA. 7+03 L- C0NNECT40''-IGE: rTGFM ` E►iEP IN%; NI IG, APPROX STA 4.40 L. CONNECVi IDE STORU SEWER INTO NF W ' %T 'W N 17. STA. 4*90 R. IN�tALL 4"DUCTILE IRON WTR. LINE TO 3 DACK OF C/W PLv4 13LOCK. (4'KENNEDY G v 400W 1713 18 STA. S+OGR INSTALL 4&"UVc.TJLE IRGN W11-V 1_I^�E TC 'Pi'� : F 51%N Nl-UG +y DLCGC.K.(d"KEMNEVY Gv. ?r-uW 191.i. 19 1NLTALL NEW 4!•L.I. WTH LINE, SEE DETAIL 8 aH-4.(4"KENNEVY G V. ?0'�:V4 197pj. aO STA. 4*05 L• IN: TNI L NEW F.H A'_' EMeLY, �EE LI- TAIL 7 5H-4A"KENNEL'( c. L'�'.Yi 197:I) ZI STA, 7#47 R, INSTALL NE W F. H. A CEMS1.; SEE DET7'IL 7 S4-4.'6"KENNEDY ci-v. ZOOw 197'1; , MIF l i. 4L a 33 N Cp I.E. 61,60 S. 0' t a till 9.00 9*50 10-00 I CITY OF AUBURN AL 10 so ST. NE rw ST, n 0. AUBURN WA`)HINGTON 67 65 63 61 59 67 55 AVE. L10 ETE UAN iH*"IM "M W" STREET. WTR. ST. SEWER. s10EW/ t, ' STA. 4♦00 to STA.10400 ( tit, O.A.O. R.LAJ Q''''�' ' '•�% ' / -- )M A w 4. A. 0. V94T. I" as : s JAN.24+ 1973 CONTAACT N!. 7i-01 73 or* s&" iN-10 -, ; 67 65 63 3' 57 55 33 p M.H. -TDP 66,96 I.E. 5S,l9 PAVE Cb4AMNZL BETWEEN PIPE AND• IIAANNOLE SECTION TO PROVIDE SMOOTH TRANSITION FOR WATER FLOW TH ROVO4 All A N HOLt s, (Z pwA) 10+00 10.50 MH'P5 TOP 67.07 r n *0. 3470 I TOP 67.12 /-TOP 67.19 R� If 1 � ; s � � I.E. ?4.40 o • o + - o Q H N 11+00 STA. 10*GE L CC) r. L 45 G/Vk, EAWCUT 20 ek,CK OF PJL S►40PKQ 2 ;TA. 14+5V L. INLTALL 84•MGDIFIEG TYPE IA3 M H. TOP 66.96.p I.E 55.99. psa6°36.OI• 3 REMC,VE Ex►ET;NO IC`_TCNr/; LrEVY - E CB'e4k ETA. I+02 TO ETA, 11•C6• PT. 2G.GG' 4 ^TA. TO �'-T-A. R• RELCC%- TE CY' :.<_ NE FENS3'SENIND S/W SEE OCTF,I� M-lt �/ Tc Ie.6c4� # Ls3G. S TG 12,`?. EEdEF►M.N. r, fT:RA:S st7.436 • �TF 11 +OI R, TELE. JUNCTIGN er-x•'Tv 13E MGVEi. 1G'r:. -�.N-C- 7 ;TN. 11 +15 L-, INrTALI 96"DIA. MODIFIED TYPE IA3 M.M. W .t �� •' E U T I i. I T 1 PIG T! e : t/' ., e ( � T H � sov. �8"5.0TU8 (SANDEU PLJ4)3e.ANCK OF P/L. _ 9 eT/.. '1'62 k� IN.',TA�. T �N'_ IC Ge-TGP 67.12 I.E. 64.37. TEF IN MAIN WITN7 M " IG ^TA. •74_ L INI _ TYF•rC 11 �P - TOP 67.19, 1,E.64.'9. TEN IN MAIN > � II "f- II+96 R, CGNCTRUCT 200DJW Gd"STUE 3"BACK OF F/L. (BANDED PLUG). 6' TI;,• V/i/. _AVVC S• BACK OF P/L �'• � ° 1' RE-PL/ CE '>i'qWATER SEP.VI!E- RESET BACK OF CIDEWAL-K w v 4 14 P.F'MI - c E,'_ ,t f FEN%E.STOkE FE14LE IN SAFE PLACE UNTIL IT CAN BE UUZ IL CT/-. !'•L l ,REMe, ✓E CONf.!'ETE WAL►c >5 WCCG STEPS 7,ND CCU.:'"r!_' 3 C<JNr:• ::T[:P-" IC P_ETURN LTP-EET SIGUN TC' N C SL1. 13Y.' tC' ;W a• .4r.T. V 17 ALJULT ALL E'XISTIN6 M.H. ANG vf-6./L eGXE: ;�i NEW STREL1 Carl-. ,. le LLErTkiC JUNCTIroo f'GA TG BE M(.-JEG I6Y CTHEF,t. tr'f�., •'A• �•••_V•: •�i��•7•_'1 20 ^ rA I� •Eb, INETN.LL E•:AN //Ei< .�,Er:.r- pF P/L- STV•GG,PLUG WITH 8AfAUEL FLu4.(7I,f fP) CITY OF AUBURN 165' OF NEW FENCE) A693� 26 43" , 0 CA 22 IN= '/ - G MCNUIIAENT� (SEE SPEC` NENFI'•f ND STA. ii*&S.42 , PIKE ST. a FA. 11+33.69 T. 1?lO. 13 ' s �,'i Lvr Pt. IJrl < INE L : 32 GI' Cn ,T/�. ;I L'_ INfIALL NFW 1•• WATEI•: SCKVICE, --29 t'L" , c:" '!,. 1� I '•_ ' 1 NEW P. WATER SERVIC.t, a T/ IG+4(. p IN' iHLL 6"'SAN. :- ICE :5WEK TG �►�/,'-K F/L C G.Gt,PL. vG WITH eptvDEU r_�G.(7LEEP� P L GVTTE N ; �r 43� N OF E P41 :T ANG V/ Tr-,, WITH Ni ✓w/. 2t J% y ; ;. J•- /. � + �b(-, CftUSNC L STC (1F_ . 14. II <,7 v► �i; !XAL NFW FIRE HYDRANT AS E r NIC• Y, :;EE UET AIL 7, c-H•4.(6KENNEVY G.V. &COW AWWA 1973), IL E( E OV1 iEI2 LINt. ?,� "f '•'- _ :-1%EMC✓r. A�,L E/i:1. LC�,r fit"Tt- Wf'Ll' FP( FNCNT IOR0% Ak!dA4, (NE✓v VV/ALK L.FWC,V, [4/,(K �._ I•r►I 10 IAL/I i I/. W,:,G"v _lei a �' 1/VIT11 _, ) 11fLv �'` r.,( r Er {'i LK N� .t r APPROXiIIAATIE I.E. s5.91 •0 h c0 -EXISTING 4 (&RAPE \-NEW 4 CIRADE --A" -A- it R IL F or , [•t:ST• TELL�MaNG Dlif!rT ' ad'"mot �' ►'_ 1;� I1f 1 I ;- E KIST Z4" 3A►N I T/►RY Sf.WL%l Y W O it-•• O 0 „ M � u � u 11;a0 w Illy OF 4e iT, LINE "I fax 12400 � � 93° 24� 59�• ■R Wow .rw wr ` to T * I&.t 4' L C i cz>?7.4C' 12+50 TORBEw:GKS 0 O M O • _ O m . b qi 41. %D O d1 t00* V.G. N h tV U) u f tart ■ 4e iTORM L 1111E 67 13+00 13+3 0 14-•0 0 Tc STA. 10•E1e R� INCTNLL NEW V; I►.F, C .�., FLA' MANHOLE TOP WITH NEW 24" MAf!►1,_ • r FFKAlAF E Af-4►. 5ALVOA (At tAi;iIIN4 44b FPNME £ r:t AUJJ' T'� (Ili Cfr.✓,E. 76 ETA. 12 • S R, INS7AL L 6" BAN. ',WE CEwEN TO 3'P F I-/. ' L•'. 2 PLUG WITH BANDED PLU(s. 37 COW)T WHFEL (,HAIN RAhell, -,Et-" �NF •'" s *AKLR SAC' PC CH 4!SAN. `IDE '. W REN: G N �• rs_b l ' Y wen CITY OF AUBURN �HURr� WASHINGTON 65 63 61 59 3� SS 53 3E+ PRATT LO BUTTERFL VALVE VGIry . ,,.,h _ . - • - - - - --- - - 6D4 • 21 CONTRACT NS. 7i-01 73 STR ~ •11-11 67 65 63 61 59 57 55 53 0 O o o a 0 0 00 h O _ In �0 ~ %0 %0 e O. 40% u1 V1 100' V. G. + O. 41 % %1 4OP67.43 NEW t GRADE - EXIST. GRADE = o s O- - __> ,1; K • W 67.SO N 767. TOP 6 7 70 - - - - - - r - - - - - ._ - TOP 66.66 i� I.E. I.E. 62.55 14+00 f4+30 0 . 860 35' 01 " P. s 10.00' T : 9.42E 1 STA . ;4+4rJ 9 L, >:, 154 49 L RE PLACE Z~4 JV WTIt. SERVICES RE: PECTIVELY L s IS• 1 1' 2 RELOCATE WOOD FENCE TO BACK OF S/W. C s 13.71' 3 AUJUST MANrir-�i_E ANU VALVE E_XE` % NEW f'REr.I G�HL•_. 4 STH. 14+3Z RI TYPE I-C C8s TOP 67.43, 1. E. 64.40 I.AM6It" x t 5 STA. 14+42 L CONSTRVCT 6'WeVE AODITION TO SIDEW/-\0K FOR. ' PEGE:TFt,f,ty CR . 10 1 ;NCA A N1.1 6 STA. II+OG TG T/. 15+GI R$ W..k:M %eV: ►2.• ST. SCWj:F rvt►+, M. G k soh;'. 7 STA. 14.4e L�INSTALL e44 MODIFIED TYPE IA M11bTOP 67. 519 , t• F 55.58 , e STA_ /S•110Sr4WC1/T REMOVE 3/W 35' L tONSTRUGT RAMP g tJr�L:T R11 a� _ ", ce: Ci ✓�L. c '�E+ Y 1.: Nt TUk N T!, M >yy G 9 L L,G 13C � 'G OPT* 11 c'r Ito-S4 L fFC IC, CB TQF0 66.66 I.E•63A0N8S-q40rE 7E E IN MAIN. 1- CB 6t.0-TEE W MAIN.I _ I' rTA. 17+6► L IADJUST 40 0' W M I- ;X TO NO,, _ s!w �c AOE, 14 F EMr.,VE. (E)ICCATE VALVE5 AND oFLIVER TC M p G 6LdCc 1305 •CNZT. -W - 1 16� 2L R CGtiSOTPUCT 45* Ep/W t SAWCvr ' SACK Or P/L. r4 � 1E, Fr -MOVE EXIST. F.H. ASloEM9LY , e • �1= db 31 I1 • ► •I -T,.. I rip :. R. CGr•1i KvC T li:;;. v RAjL :iNv kAATC ,' EXIf1r, AT ST/'..18*=='• I� ''t!• 14. 4t: R, I.F �E.' ` :- 7r I• PLUri THC.`E HGLC'. IN NII Ti 14.12' LR..65, W►rr r I 11 it '. �• i : �+ kE M(Gv t:. AOJ VCT M H TO ORAOE. L + c : 20.56 19 ZTh 16.52 L CONCTRUC7 33•D/W. SAWCVT AT P/L• CONFORM WITH ASPHALT 2C INElA _. ►AaNUMIEN T . (SEE : PL.C5.) ETA. 14+6'30 21 PEFLAf E WITI'NEW 4fo U.1, WTR. LINEr SEE DETAIL 0, 5H-4• (SALVA6E VALVE). NEW rt.V. 4"KENNEGY AWWA 197.3. 'r v Wl. Cr ti C P F" T F_ Fri 1- it- i< <MG LINF_ MAY NAVE TO BE RAI:jEC TO CLEAR Z? IN TAB 5I of CEVVEtro /:E OAWDk1r PLO&, STA. 15+70 PI kv NI4Y E FENCE C TkEc I ECG' N. 4 O F fJ10l S1 • 2� �AJvC'.)T 4i'1/ r�F /.F vt► i.rwI�EN EA�'T" ^,HrwVLDEY_ i'.� NEW VFe r' Tll1- I-, /ENV TAPER ANO C.QNFOKM TO 59' rG ',AWCIII FYi.1 SO'.' OF t OF M411 'r. AN MAT!1•4 WIT1.1 N _✓V. i ,',/W "EF LETAIL 4, ; H 4 FOR e)p'WTP. LINO CV r AL OWES " r. 2.4" SIGN. SE.WVk • r �► I f F O O Z fA 16+00 1. *0' STIORM: UNS 15+60 16+00 A : 90,6 580 L: 15.62' R : 10.000 Cs 14.Rae T : 10. 1 C ,' SCHWEI&ZR DREas•uP 91w WITH f6 (') 9s T 14+50 _.! ZL . . 663-50 N E 62.00 S 43p 3 75i • 0e 17+00 HAAA MONS M t / r 8i6 ? -� T ..0 A Al AFA AN 11 wa sa f 17+50 O N v0 �O EXIST. INV. MATCH W17 ML 10.000 MATCH Ex1: TIN4 LUNDSER4 48"CONCRETc. PIPE A I 3~ LOCATION . F HAHANDRAIL0=90e of 17 R Z 20•00' L s 31.61' OLSON- OrARRINATON •� T a0.EA' C * 28,4A* N so t! 00 W (SEE DITTAIL 7 SH•4) 20 STA. 14+93 L. 04STALL NEW F. H AS! E00161 V 29 STA. 16+0449 INSTALL MONVMLNT AT SEC. GGR. 30 RELOCATE MAILiCA IN UTILITY 6TP.tr. 31 RE iFTREE. 32 STA. 154p4l - 16+It3 REMOVE ROCKERY, 33 STA• 15-917 L, CONeoTRUGT *5 EjJW OPE1,40its =4 STA. '5+40 L, COl15TRVCT 20 O/w orgmi cc, 35 STA, 17+40 L• INSTALL NEW L WTR,SERVIG!< 36 STA. 18+15 L INSTALL NEW P H A•SSEMSLY. 37 STA• If+190 4. OF ALLEY. 30 MATCH EXIST- CUR 8 E L. 60. TO. 39 MATCH EXIST. CJRS EL. 643•19. 40 STA. It3+04 TO 18-03o R, FtehAGVE C (,VRB �, SAWCI�T ASPHALT IN :TP.AIErNT LINE. V BACK OF ML. RE IrLHCE "C" C V R 0 3* 8AGK OF S/W STA. 15+Oi-16.12 E :.TA . 16+36-1d+ 30. 41 TELEP14ONE CO. Wit L ADJV: T VAVI T TO GRAVE. CONTRACTOR SHALL COORDINATE WORK WITH HIS CONSTRVCT1014. 4Z INSTALL WHEELCHAIR RAMP t• . 7 W Ir J Ills�3 0 2N IL i; •� 3 all • 'd' r x 0lTAwIld low 3 t _ Z MI. 73-OI 67 65 63 61 59 57 55 53 73 IITA RIi4 SH-I! N M E-&wr. 184 SS APNtOx Lacwr m OP CRAMA p4m IO E)UST. 12" W 100 �/ )0 coven (ter /Af 95 J J �OC 4v� / W , 4 j r Z — � `rZ F N W / Do 12' W Ro � i 00, i do rqrw / // � AWE A EXIST. STREET SVRfACE MEW MPPRR tERvIGE LINE IE R i~&AS` SEWER, R *A ^1" 4 ROM §L06. ANfsLE DETER STOP WITH OROVNO KEY - EXIST. CVRR 4 R.YTTPR CORP. STOP NEW NEW WATER MAIN WATER LINE MA: '1E AS3lViLY EE' ES i~TMEN :TRAIG HT VP. fl - - COWS= TO EX I 22 r VAWV WE ST. ` i_ 1' • 2 EXIST. UTILITY OR oOSTRVCTio�1 .•.' .'. IF AN kA lro LINE LOCATE CXIST METER AND METER 509 IN VTILITY STRIP TO FINISH QRAOE. 11 •_•� EXIST. SfW EXIST. VTiLiT Y �,k O/.STRVCTIOb OR LESS COVERo T14E S[Rvi" SHALL •[ PLALLO IJNOtR SA649 4 i �sn•c%� ? 4rcy 5,C*JNL. ARK..) I 1 SIGUM. AaM NO. If 3 NO. Z 4 4 ;-. TYP. Seca"" f,mm Li,W� GRAM NO PARVJMG k4yT1Nnt ROT-1 NAX. ry r.%PcW,VW" ANYTIME R7-1 1� ja • � ar Q3-5L_ as-Ua a3-stt RS-9• .A4mv.)640 MATCH LINE STA. :+2G. SEE SHEFT !J! lo' W,4r 5UTTONS `\14( GMY �o_ RAISED "'CCURB CMY cW l � OM 10" WNIT., BUTTONS cw NOTES • ft.L 0400 t STaLPWWV pest. I"I E.alr. M"T-Qv 4 W.SAD am PI.IWS 1grm WONT" GW - Cd1 Y —64NM MA SL1MOt I YLA-OrV SOW �lemwx lOw'YOum LAW OSY - OON1Ks S06M VWAA DW LAkIL sL - VTW LAUL, OM - OKIMT 0A0R1tiAi.1YK = N40LOOMO VERTICALLY _3W - IMMi 30LIID VILA.OW LINE OWSW- OOLI L.L V410TIi JW%J0 VAWTL LANZ ALA. STWmWr. STWP1646 LIMIT 911AL,L OL Izzo Pit W: 36 ".0. s?MatOr�wa s-ts-3 (4� 'N.I C. - NOT IN CONTRACT CMY i • • • • • • • • • • • • • • • • ■ Q 0 YEA -LOW QFLFC' CA �J t+ SSY <TYPc k4Or zd ZYFLAI to Q _ V) SBY to 7 'v 2 SBY Q J 0 VSSY UJ F- Z Q O21 J • • • • • • • • • • • • • • • • U LmAe MIiRKE.R� LAWS MAQICER SIGND►L. AQM - INW MD 2&-TVP. _ YPE 1�10.1 TYP Q SIGN No. 3 RL-1 SPEED LIMIT 35 N.c w r 2 ZA K 50' No PkRK;Ncm � ANYTIME RT-1 ST. NE. isxu"� =-=== � - -- -- -- - ------.-- ---- - ___ -___ -- -- - - - �� - - GMY _- GMY —_� - ----~ i SIGN AQM YLIN `� sae oeTAll_ 4-" vvm rTE. burro k)s - `. • • • • • • • • • a • • • • le • I� * �vl 3• Mom• i 107 W1~11TE eunoNs r"1 W 10• J 0 N I f _ I GMY 1 3 t•• Cow - RAISED 'G" CURd MY W d0 • , 0 F W _ = to lot . • • • • • . . . . ■ • 1 • • • �LIIh'E M;RKtR LN11E Millimm i1CAML ARM- — TYM 40, Zia-TTP PL N01 -TYP S4" NO. 4 I_ SIGN". ARM - D CA" CMY SIGN NO. i � GMY T- 10" W44ITL cx TTONS cw S1- ti � Cw '� YIELD RI-t , 340 Z. vLAC.eS Iz LT N.I.C. #o� GMY 'O'L �. 55w O' r \Caw►Y �i c� 27-1 NO PARKINCsj ANYTIME ? N I T F A ., Y � AUBURN SIGN ARM TAIL ST. i M P. N o 134 i LL'JMINATCO sIGNs 8th ST. NE K ST. N E •-10 4th AV L SE) LID 272 UAS 8.1.10504) HUD wash 919 5 Ath cT NE 81 HARVEY RD. iNTEF "=F �T10N ND wlnKwI& w L. o. .. OR It 14 tt CONTRACT M! 719-00 ••• 4 i - `: R3-7R, 30x30" RS-$OI RIGHT L-ANE- r hAuST TURN QIGHT oiar �"" �°" CITY CENTER �.:. i t ..'.T Nex-r L&FT \ NO PARKJNCs IJdYTIMG^ R•t-I�IZxIb" tt- ------ - - - - - - ' LANE Mf1RKER I./VdE MARKER TYPL N1Gl t -TYP / TYPe= No. 2C -TYP. •!•••• •••••■ •••••■ •••••• •• N •••■ •••••• •••••■ 000006 •••!•■ •• ••■ •••••■ •••••■ i O� 'rVVa NLd-•?YPTW i p f— "'i 0 O' ul a f`- ,o • TYP. iN. — j ■••••• ■••••• .••••• ■••••• ■• •• ■••••• ■••••• ■••••• ■•••!• ■••••• •••••• 80000• l•••••• •••••• I NO PARKANG i i NOT t�N COUTR ACT i j STOP SIGN -_ j w PARWW7 NOT IN (.0MTkkCT !-- MtYT1ME } OT tN CONTRACT STREET mAw - Y GW • (L •••••■ 000000 •••!•■ !••••■ 000000 •••••■ 000001 •••••• ••••!• •••••■ •••!•■ ••!••• 4- O A L'W N 6t00•0 •••••• to Typ- N•••• CW - - � �Q'NN1TE S1tTT�NS TYP.-- Z .. • .. � I T _ _ �- I .; - 1 goo STREET MAIIiE ' NOT IN CONTRACT LANE MAkKER- WHITE DWSW COb id YPE NO 2t -TYP Ix O•.P. . � • s.t t — It •!•••• in I N h Ir- W v ST. �WrfE 2 MKs1i IWTr.MSrry TYP. � SQIOpIttld,cSo' - RZar.4�~ R1Eyf'1!lGTrt7N S1QrN ► W►T MIA 9MD UMtT 3F _ - _ Tom° ---` NOT IN CONTkACT Iy0' IN CONTRACT � '--'- LEFT TUii1J -- NOT 1N CANTRNCT (�Ljow 30 rF _w IRS It ,�, WMITS CITY NET' IN CGP1TiCA� T •••••■ •••••• 000000 •••••• •• •• •••••• 000006 • •••■ •••••• •••••■ 000008 •!•••/ ••••!• !•• 94 14 a o b •••••• 000000 •••••• •••••• ■• •• •••••• 800000 • •••• •••••• ■••••• ■••••• ■••••• ■••••• s•• ~ • 1 SPEED U141'r 35 iL RZ-11.24'"'3oo 8th ST. NE - NOT IN CON TF ACT O � o � G) C 1p � C1lA-M��L�iRsTtON t StGN1NG A 'p IF� o t BY A olp N 1 <d•• 000000 �i L 320th _ST SE a" a EASTBOUND STA. 8+75 SIGN ARM to, 1t.S' 7.5' g• R3-'ja R3-Sot R7-1, . a;$ W WEST OW arr��att` STA 675 ' '-;_ :- 1 LLUMINATE D SIGNS CITY OF AUBURN N• A 1" • NO' 13 St. 7S-0l 79 O AN" 90m1M NO PARKING ANYTIME L R7-1- W x 113" N.I.C. - NOT IN CONTRKT w N 0 Q O 1 SIGNAL AHEAD- W3-3 RIGHT LANE MUST T'JRN-RIGHT R3-7R - 30"x3O'* N.I C. -- -� STOP 5l GN- R1-1 30"R30" N.I C. q LANE I0!!4RY R TYPE N0, Zd TYPICAL assy + + t r � HARVEY ROAD NE TAPER 100:1 s' HARVEY ROAD NE ►l h N r // SPEED LIMIT 35-R2-1 24"x3off N.I.G. YE L L OW LANE MARKER, TYPE M4. Zd a LOB SPACINCt (TYPICAL) L -CA.,kl DWI LANE MARKER, TYPE Mg. go, WHITE REFLECTOR LEFT LANE MUST TURN .SFT R3-7L - 30"r36" N.M. WHITE 10of BUTTONS ♦` cr MAAllttr \q► M I M N.L.O. Appamo`o N KT M.A. SCALE 1 • 1 cwallto aTs yaw. sw, "ts 21 cep Mo. »-a 73 "It.l J r PHASE SEQUENCE CHART I I PHA5E AI A21 AT, AT2 A,+N2 AT *AT AI+AT, Az+ATZ rw Z L11 1 � <o s � HEAD N9. 5 f 6 344 2 1 3 4 54 6 1 2 22646. 1 3 i 4 FLASH AMBER AMBER RE0 RE0 AMBER RED RED,AMSEP. RED,AUS R FIRE CIAITIO �1 COKDIT+GNrZ -• - KEV RED P. S. 1 2 PHASE �:� C,;'.w B i. d,+ BZ BT,+STZ i3 +e {•. Z , r•. ; Z i HEADN9. 9 10 11tIZ 8 7 9,1011�12 7L8 8.9410 7.11E12 FLASH RED RED RED RED RED RED RED REED FIRE RED REC RED RED RED RED RED R�U P. S. 3 4 IIA SEQUENCE IN NUMERICAL ORDER ASSUMINFS TRAFFIC DEMANDS I �-�. 1 ,� RE P.S.P 5PREfEREN L Q ON ALL PHASES. I r HARVEY RD. NE HARVE Y RD. NE 0 LOOP IDENTIFICATION NBI - NORTH50VND INSIDE LhtJE N 80 - NORTHBOUND OUTSIDE LANE WBI - WESTBOUND INSIDE LANE W EC - WESTBOUND CF'NTER LANE WSC, - VNJESTBOVNC CUTfIVE LANE ETC., ETC., ETC. r , / 4 / OPIKY pOIE "3 peLE'�4- .J . / 3 /j i 14EAD ARRANG WENT ----- -� R :Z,: R moo A } ✓� A ` A 4 I :��1 u jj O ram► i HEAD5 HEADS 4E^•�, H_A':` 1929715 34 5,6,1 9, 12 Do u ,WALK W�11 " PEDESTRIAN HEAD 1314, r c616,17, I0,19 E 20 �V ,�. WIRING SCNEOULE co O LOOP DETECTORS,'018A.W.ra. TEFLON. �'r 1 2 CONDVCTOR CABLEV PEDESTRIAN PUSH BUTTGN. 5 CONDUCTOR CABLEV PEDESTRIAN WALK, DC'i W41LK HEA 3 5 CONDUCTOR CABLE. LEFT TURN SIG NA �. 44 5 CONDUCTOR CABLE] JVMPER, THRO ,cIUNI-iL H=ACD. 5 5 CONDUCTOR CABLES THRU SIGNAL HEAL. SI&NAL PCLE WITH 30 MAST ARM. SIGNAL POLE WITH 36* MA: T ARM. 2EA. WEAA.W.C., KA. N2-IOgWG. CONDVLTCR=, 4C'o WATT STREET LI&HT. .11 5 C0r40U`CT1,.. R CABLE PLUS LOOP DETtC T OR. LEAD -IN CABLES- REMOTE DETECTOR CABINET. jE 4 CONDUCTOR SHIELDEO CABLE* 9ELCGEN N2.8772 POLE -TOP MOU14TED OPTICONI DETECTOR MODEL 105. RQ .4 CONDvL rQR SHIELDED CABLE, BELDEN N2.677Z M/15T ARM MC'')NTEO OPTICO M DETEG T G^ I, _ E E. 105. s ` CONTROLLER GAWNET. s s TYPE `r SERVICE ( CASINET EXCEPT SERVICE DROP WILT �•�' dE 1lNOERrr,ROVNO CA8IWCT SHALL HAVE 2 EA IZOY CON- _ • rr TACTORS- CONTROLLEO BYONEO) PHOTO ELECTRIC CELL. ONE CONTACTOR FOR LIGHTED CURSINCe THE OTHER - f_ C* THE POV (41 'STitfET L141ATS WONTED 04 SIGNAL POLES. so s HA RVE Y RD NE POLE *1 a 1 ;.$Tf Nfi kE: r`;1 h tY CITY OF AUBURN AUBURN WASHINGTON T. IMP. N& 1,_ Sth ST. NE MST. NE oXW% AVE. SE) LID 2 72 UAD WN0504) NW wm* uE < I .tit M.L.O. — 1 i .,Fc,ro; ,AN.249 1973 / CONTRACT Of 73-01 .; • Tw aw17 rG dl t E� �E 8 th ST. NE HARVEY RD. NE p p a L sE"r iN 1� 1� HARVEY RD. NE i ko� e STA. 1+45 SIGN STANDARD -c 7 C V O 0% N� Pao 5� P FOR 89~ TO LIGHTS on SHIM POLE16 V / r 2 O hr / 2A LEGEND s mp LUMMAIRE ` o JUNCTION BOX = ■ PU aE T POWER SERV. VAUL — E — ELECTRICAL SERVICE LNEI 1440, LUMINAIRE MOUNTED ON M STANDARD NOTES 1. LUMINAIRES SMALL ■E 400 WATT LUCAL OX NEOWN SEMI CUT -Off TYPE NI OR EQUAL. 2. LUMINANIE MOUNTING HEIGHT SMALL ME 35 FEET. BAST ARNS SMALL BE G FEET UNLESS NOTED OTHERWISE. 3. MITRING ANO CONDUIT SC"EOULE. 0 if PVC CONDUIT WIT" to we CONDUCTORS. 1 i RIGID STEEL CONDUIT W/3 '% CONDUCTORS. STEEL CONDUIT W/3 •s CONDUCTORS. .vA� • L wftla HARVEY RD. ME NOa� N / i� j �� LWMNMAIRE L�OC! i STATION REMARKS NIEWER STATION REMARKS 1. 3 +N w 1!. 5 +GG s. ! +20 w 13. 7+45 3. O+GGw 14. 9♦21 4. 6+10 M.R. IS. 10+94 5. • +12 M.R. Is. 12 +01 G. 4 +32 M.R. I % 14 +70 7. 3+67 N.R. IS, 16+61 S. 0+63 s Is. 19#23 f 1 +fs N.R. 20. 23+30 10. 2+14 21. 26+97 11. :+GI � p - ` NAI E s uATF wj t FEv181OM CITY OF AU AUBURN 1NIA HWTON otv��.Mcu Q.M.G. Avv�ovc DNAww �. A.0 S'. A_t 1" • �• cNt(.«t v UArE S4 t COMTAafT as. is -of is OTA GIGS i .re y 5N OPKO D W W M VAL IiAINLLI TO Rg E N 50 N 5 SNO PKO " R L • - . tjER1MCE 7 • Q' � V a r� CITY OF AVBVR% SCHWEI&ER oil W STA. 8+75 $II:N STANOARO -— - 30'LONa MAST ARM — BAKER LAMERAvx �' •'�i ` �= •=•�•t BAKER BENSON BENSOPL .� �4 HALL , siA-- Z •�► : i 4! V-� 1 -.. ^T— e 1 • . - Or s_.s a �_ � •s � `� � '1v`_ s'_� ` � • �` 'r r a �• t'' i • t -- • OLsoN-FAttRIN6TON 8th ST. NE �► a V P. P. f L. SERVICE V.�- %, . O o , _—� kA �p 320th ST• '3E -4 ,•4 CITY 0F A auHllRN !M DESIGNED AAALLAM Avp"oN frKt T 9AAM►N SCALE 1" • cHEcKEoN jL , S w►Tt t �!! ai o a'� SIDEWALK 74 240 8th �]T NE CONTRACTOR SHALL USE VNCERU %'.JIljG TRENCH FOR STREET LI&HTINci ANO tcILi: SICLNAL12ATI- iELECTP-,CAL SERVILE WHERE AVAILABLE. W O Q a in lle) lrY"I 1 - t 1 STREET EDGE OF SIW IZ . _1 1 --STREET EDGE OF SJW a° UTILITY COMPANIES FVRNI:HED CONOVIT I I 9"'EXPANSION ,JOINT t, 18 TYPE 7AC THICKENEO- EDGE FOR SIDEWALK DETAIL W NO SCALE W� — . — . — I VAULT i LID 1 VAVLT ,T ,1 t40 J 24NPAY WIDTH �7 ! 10. ft"ft Mona .r1• w- low-....� . _ Q .� i emm -� �� -� fir* i Ms .� ti— Maw r MOW.� - - - - 1 ND a I ' �J +� i saw -- ■_ — HARVEY RD. NE 1 O ! dam MOMMMIMMM, L:l Nw N� pAr ►•.� V E \,, c, rr 1 AULT STATIONS n I� /a LEGEND ELECTRIC CABLE --mow-- VAULT • UTILITY POLE "¢ ELECTRIC CABLEXIST E - club WAM mow& Gomm �� WAft WILT • S1AT10N VAULT SIZE IIOLE SIZE 1 STA. 3 •N 4-r a 7'-0" a 7•-O" WM,r x 9'-(" a 7'-i" ! STA.4 .14 a' =0 a V -0" x 7'-10" sp-w a10'-O" a a' -e 3 ff& 4 + 14 4-01, a 4' -r a owe B'-•• a r -r a 0 Me 4 STA. It•49 4-e" a 7• -W a V-S" a'-r a r-O` x a' -o• a STA. It+ 54 - O" x !� - O" a 7'-10" i'-O" a IO'-O` a a' - S SM t+Ss W-r' a 7' -or x 4'-r a'-r s s>r'-d' a S' -d' 7 STA. 0000 4' -S" a 4' -r a 4'-O' a•- r a S'-r a 4' -a' S VA. 11.61 -r x 7' -W x 7'-0'' a'-r a e -or a 7' Me f STA W OO 0-r a 4' -a" a 4'-O" v-r a e-a" a 4'-40 10 STA. 17.17 4 Ar a 7' Af a 4-d S'-r a sp-w a 4' -4' I I STAAT+" 4-r a 7' -W a 4'-d' i'—r a 41 we a 4' —4" It STA. 1400 4-a" a 4' -r x 4-O" 5"we a a' -r a 4' -46 13 VA 2000 W -W a t' -i" a t•-O" 3'-4f a 3' Me a !' -r 14 STA 13+30 t' -4" a 2' -i" a le-00 i-O" x V mw a t' -S" 1 0 �l CIA sf*ucft% NAL Am. ur) Lm 272 i* INS woo tag 0f 9T. NE d tt0. 101"Beelio�l 4. A. 0. 1" a IZO' is 1973 t� CONTRACT N!. 73-01 73 $'R .11110" im-to 'G ,/ � 7 J - .. rr � rM� rr� mom �r .� �� idoomter. �� aSam now �• ire �Nam+r MINORMINOR�� +m , �� . �s r �r s� r� .� MinnowMinnow.�� iwti �� i �♦ M.�• �MINIM�� Gomm maxim �rn �� fl� �r �w MEOW �� boom L� . i� �r mum r• ��^� �� .L �► �wr. dam, • .�ri � �L r �m .�! �► — —WINES, •: �. 44116. r- - pIPA I N amAr i anew arm mom somms,iNo — 4 .NNN, -- --__ - - - -- - - - 2 IN :ice .ter Moab +.. .r �tNmw " 'MA wommirr 4r 40go mar No: r i a_ ± �r .��. ; y . 14 � O i fl cl .. W ••ZI r� - - li r • ) I ` uj t�COMTIOUll "I 10 map dew r, TD u insrALLEO K Pu"r P west Oth ST. NE 32 Qtr ST SE e•� 2 Si✓ -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ Z z 3Q a v 3 rz c a N t J tJ U tJt v - �• 6 -{- - . lU ~ t11 _ 3 1 - _ r - F- ► < <, , ;J 4 ►- P _ vl , r I- I- a . - - e Q Q �i u LV iL Q > E- QQ �� h to Q ,� 0 (, �_ �� Q t 'Y Q Q 0 3, Q ce U tt Ur tJ V W W W w Si „l lJ ^� Wit Q` _ W "' +u r' Q W O 4, O V , W H O J W v� W J lZ N !J — a W iW W2a W w,, c• W ►- uf �f t t `� 1 t -� . 1 �,i O . t F W J� W -' q W Q �; to Q IJ q t++ 4t �r a Q t.t : G W F- w �� Ix to v N 2 w= W �, �� J E- W J w IL N v '`� �._ w: % -r q� Q § q q `� ` Qyf q `� yr C Z Q S p Z q :-.! Q W o1 ,J Q �! Ol v, N �t Jt ut W J , , , w n court r •. ; < a u! t � � w � '- _ . ►- rr- Q }- Q ' ►- F- ` F SI. =y 1: SW Tw _ ru' 2� SW iW =y,Nl� tst .) S W 2 10 S S SW2C? SyIS �! I th I W 7 = = W W tV W W Z W Z l'OG /=Li aS�n �ZA) a2� 0.X% dT_i a.519 (LSR IL0. O da=a. a0� n. vaaL� ��a �O�p aoa �DO.O dODJ a-p LDO-J dp rr [ { K1 1•t J) ^ ! tV vlr)rt - N M �, K� r aV KI t i--' N' nll�l' T _I,�i n T I I- IN d : NI �) - 11/ ♦� d, 'v'N io1; �0 A N r d �D. d t h - - t .F t. C4,Owii Itl In;1A, 4I4Ir1 ;u11uIIW. ! }�'.DI�I Ir` r- I i01o1au1 I i- �' f I �I,N N p N ,1II �D;�O, i�, ,_; _'-I dlyl NI iK, ,rt M �; vi b M r: t0 ` o Ittl 0 !N u)'�-� t �I J v I �DI�D �i I��I ��D��O' I I r r' r, ( Nr I^ r ^ ►. P'r I� l0. ttllo. 0 0 O. 0• �• �, �.•• '0;4• , r. 1 r r- r ^ r W - . _ \W `D1 '0 !- J`� `D. a .o o •. m' l0 41 0 %D Q w 0 r � a � I :�� I� � I I { (� v��Cl - � l _ i I_1 I 1 _ I I i - ---1-'---- +- ---- - - --... - % - _ ' 1 I -; W �3� ot3d1 w Oco� oc0�� cc00 pLO� IYO� IYOl7 ot0�"J Dea0 Petroc�o109Wdwm(0ae%yCedmdldjjacWmm m 1 �33>'??333 1;3333� I _ _ ; 3 m of aD 3 0 Iu; ; I�WO m 3 7 3 - ---TO , ` -- - -I H — i I f I IT C A 6 NET _ _-T - L ._-R - I 1 J I �, I + 1 REMOTE DETECTOR CABINET ITTt� B O a--.-* AG + Ija m Q . AC- S8I I SYI ^581 544 I :I /�� I R 0 0 DET. OUTPVT WaO PHASE B2 / , f, I`j 1 j t 1 0 OET.OUTPVT W BC, PHASE 62 11 ` r -- -- 6 1 • • , 1IDET. OUTPUT W•I , PHASE 111% S80 S!O see, HBO i,'`iI �� I^w '7� 92 P.P. E. r -- •eK�--t 9 a j 2 3 4_ 'II I .. LOOPS00 BZ if ( ,I I ; JB 3 SIGNA.� POLE `x3 � ISO _- " LO 5 B Z j 1i ► I, 1 1 f-- si!}- e e OP JIB'7 J0 2,6 I ! �_ - -- - t --- — I - ' fp� - I LOG _ BTZ i t- �- • e p •— - - - - - - - - - - --- - t �s REMOTE iJE TfC � Gr P►'_ r r II•: � 7 � I , � I- —:--------- -- ------------ ---- - ---- ---r-- - -- -- � t' ��I { , I ..IB w5 J6'e f / - - - - - - - J / I c+ q Q e22 g- • ' AG- 100 w IS21 !DETECTOR PHASE A2 G O + R •2 - - OVTPJ i PHASE ATZO O_� O y G _ SINAL POLE 3 [— ` •o OPTICOWA 'P 0 O ' I LOOPS ; O O _ oETECTOIi _ s A l 100 LOOPS O O W T7t1i P.IA. I j SIGNALPOLE i , of 3 r ;; W" W"(wac { woo LVM - ----- -- ( -- _- - _ - -- -- -- �•(,I MI.O �N 1 •a !woo I Pt rTr --T' _ - -- _ --� / ;� I - A A- .��1 -- f II► I — l w•I rWE �W aG�0 0 ; / i ' Cs + 613 G It i�6�3 G I I i 1 I LI ' 31'I i 1 4r!i 36 C 0 M 6i6 LI COIIII - 616 }�' ,+ + "I I _ O HEAO'SA I HEAD'f. I'ew I+� � i tI'E.!IO•Irr• / ;,tl, � I � MEAO.--L►1a _ �.� / 761 ; VDCONT 7i2 LK (� 712 I WALK 7fi3 - 1V1 1 j I CO kSIGr:AL POI.E1 � - --1 14EAO017w2. HEAO2*7 '�IoAI -- - - 4 c - - ----- -- _ _ --- _---- ._ _ - _ DEFINITIONS --- I W _ — - I .81 I = f ; ,_ ` `� _. Y _ --- —I� V 14 A.W G Cc &REEK r -♦ _----- - -- -- - ---- -- -- O E10 A.W-G W WHITE OC U 0 4 e S I ! • CONNECTION 8 BLACK \ Je `3 I • JVIIAPER Q RED I I� I R RED A AMBER Js A4 I f \ \ ! , ►— I. i O GRF:NGE Cc GREEN 11S'rIG it LVM LVMINAIkE LC LIGHTED C V k6 __ j . �� N I \\ j IN, 1 I' , N•O i i I I COM. GOMMGN P.P.e. PLOELTRIAN pv! Al P O B a J8 JUNCTIC N 8l�1( SwTTC:N _ jj I TG SERVICE VAULT � Z ��i i i -- f 01 J W 0 3W ' V'CONTACTGI% _- ,i I ; ,"�tII I �Li 1 ' d Off r; Get G v O PAIR • - ` I i I I I Ntl1 I li•O 0 I - s— -- - - r --- J _ + L . _ 3 Earl ,1[itl -E1111i ter I t-=1e►= I -+ - j, -- I i - "- - - - I - ; ' ' I r-= I K SPARE All, tL POLE'*4 s - I d I N•1, ; N•OI , _ S CONUucj I? CAA i.--- ESG E•G Irmo ESD I (--- S, Q i I 4w� A2 PP$ J l ,• 1 I �] fill CONTACTOrc I {W III FRO R 7111 DOMr R : 7_5 1 DON!" { ;+Lae: li - �t2 • WALK r 6 • 15? + IVA♦ K w!w!; W 17t3 1 CGM ..= /f! • r :' M ' HEAD a14A: 04EAt'13 •I �' R+;L1C fl I ! t Cr iLI (� E,YI N i 641 p 4' 67 i F i 01r • A C, -642 � .. w 6i� % G 67_' i� G464s4 1:1 <•L 04oz HE I '��AL NFf G'1A7j � S I I I • 71 - 1 OONT i At711 IiU+! T Kt " • ; i - 791 WAI, K G • 712 W/A. rV. +� , 1Ir 151 PPP MEAO'2G •I I_ P t _ EA D M ., - 6i 1 • y o�iit• �+ 0 16Sc• t G c7z A Ci; /Cltn G 4 !i63; G 14 •6£S ri GT673 G DETE! Tr M w:6SiIi Om W �.�6� c0: r W•676• 1 LGl,rl HEAD*10•I HEAD a90. HEALe01To j A o Mt'G. WII:,MlCHANG_' r.AL OREVIS10% --Sr CITY OF AW�1R1 AUBURN MIASNiNGTON OW LAW a6turco N.LA. f APPle0vf RAJ' sNf [ DMAwR / CME',rEvAll 0, DATI_ Aft. t191.12 s� 606111ACT Mt , 73-00 73 will 80" t1N-tttt " PUSH BUTTM FM WA" SII'sNAI HL&JY DUTY Sw4. RIo -4 REFLECTORIZED 9'ss12'—'tw0 RACOf �2 ` T N REES PUS" ftnTow wwoeL. W I -fSol -P WM4 PoLt GRA LLT Z'/:' SZKPiU C NWT SIOEWALr GRAM GF :ASTRII.' . PU:,H rs.�s-a ss �•tt ? rL y I I rA U.A.B. 8-1-105(14) W.S. WASH. 98 CONTRACT NO. 73-0_1 L.I.D. 272 8T.H WATER IMP STREET NORTHEAST VICINITY MAP USE R, 10 - 8 4 Vek c AQ 1 2 3 4 5 6 7 8 9 10 12 13 14 15 .,1.6 . 17. 20 21 a2 N 0. SCHEDULE OF DRAWINGS 75 VICINITY MAP AND TITLE SHEET LEGEND AND DETAIL SHEET (street) - ZA RAIL REV151OR DETAIL SHEET (street) --- - - r, If (water) PLAN AND PROFILE STA. 0+00 to 6+10 Harvey Rd. 6 + 10 Is 8 +37 of r� ri W. 1 +50 11 W. 4 +55 8th ST. NE W. 1 +50 rr E. 4 +00 rr rr rr 4 +00 rr 10+00 If C 10+00 rr 14 +00 If it n u 14+00 ii - 18 +30 it -,to it 24+06 to 29+76 WTR.' LINE CHANNELIZATION 8th ST. NE a HARVEY RD. Intersection � STA. 2 +75 to 2 5 +6 0 8th ST, N E I It HARVEY RD. ° (6th . ST. to` IOth ST. )l SIGNALIZATION . 8th ST. NE & HARVEY RD.Intersection STREET LIGHTING '' " "At If " STA. 2+75 to '25+'60 8th ST. NE! UNDERGROUNDING 8th ST. NE' & HARVEY RD. Intersection t rr STA. 2+7 5 to 2 5+60 8th ST. N E 4 SIGNAL WIRING ONE LINE ELECTRICAL DIAGRAM UNDERGROUND WIRING 8th' ST. NE & HARVEY RD. Intersections PLAN AND PROFILE STA. 16+30 TO BRID(cE 0610 73 STR Z1S4 SH--3 A s6 IV LEGEND E X I STING NEW STORM SEWER S-rIO' ST--.. STORM S E `l: E R R E MO V i1 L 5T- S T- SANITARY SEWER 5510' MANHOLE • ;"`—.. W,ATE R MAIN VALVE D<— METER 50A (WATER) --�— �-" CATCH BASIN — REMOVE CURD sy GLITTER CONCRETE DRIVEV)AY REMOVAL �Tt e p•= . -''• `_ A5PHAL.T DRIVEWAY - A5PHALT DRIVEWAY REMOVAL CONCRETE SIDEWALK a-o_a:ora.p_a._v •a,4: r•...aa.•v.e . CONCRETE SIDEWALK REMOVAL •4 ' GRAVEL. DRIVEWAY 'o:�•O .D;,,,C 0.6 O• v'• `o -• ASPHALT STREET MgNUMENT CURB � GUTTER REMOVAL BURIED TELEPHONE T T TELEPHONE JUNCTION BOX ° FIRE HYDRANT ASSEMBLY GE G.AS MAIN G 6"HP-- UTILITY POLE WITH ANCHOR ¢---j CENTER LINE PROPERTY LINE -- FENCE (ALL KINDS) TREE SHRUB NEDCAE, ROCKERY\ FLOWER BED ETC. MAILBOX STREET SIGN .CONCRETE STREET HARVEr RD TO STA. 18+30 DETAIL. (SECTION) AND PAGE NUMBERING 3 DETAIL (SECTION) OR LETTER 4 PAaE NUMBER STREET SECTION SEE TYPICAL SECTION) CLASS "A` BANK RUN GRAVEL -- 1 WHI~RE REQUIRED AND/OR WHERE DIRECTED QY ENa R. BEDDING MATERIAL, WHERE REQUIRED AND/OR WHERE DIRECTED 5Y '(SEE SPECS.) 6'-O',(TYF.) Ll )'PREMOI.DED Fit (ASPHALT IMPREC BETWEEN BASE ANI NANDHOLE 1DEWALK —17 - e • �. _ T 0 Q LIB' -C O N D U I 17 r _ 4' 3' Q SQUARE ---ANCHOR. BOLTS ' _- R 3=6 ROUND - NO SCALE LUMINAIRE BASE AND POLE DETAIL I Po LF- ` 4 - - - - -- IZ , i Pow "L,Z,;3 -- 10 _ I ems. -0 PLAkwi - I R A D. - I I � r EXPANa1014 ,JOINT GUTTER .I .1 14,I — — ;I ,I CL.B" GONG. �I 'I 11 STATE OF WASHINGTON .STANDARD. TYPE SP-A STRAIN POLE F-OOTIN6 NO SCALE SPECIAL LUMINAIRE POLE WITH SIGNAL. MAST ARM ( 4 PLACES) t POST I - 8' 5- 4• I� 6' 11Z�, 1.0,• Z { 4'TUBE 4 CLOs E R ;4 x 3 x Yj 5TEEL TUBES I y 102. 10 X EXA. SLEEVE TOP j BOT. EA. Pq.ST - 6x6x2 STEEL TUBE SLEEVE RAIL POST - P. ; P. 1F, 3 •g �8 ry • 'a, TY.SIDE 1-z--� �—TYRAIL SPLICE Qh YP K+ - THE WELD AIIE A SHALL BE- 5" :0-IIZ W.WASHERI PAINTED WITH ZINC RICH. SLOPE TO MATCH - � 3ix2Lx4 WITH it H0LE5 m PAINT TO U CH THE I TYP. GROUND 's CLOSER GALVANIZE SURFACE _ _ q _ ELEV. SACK OF 5 W �` `N Woo M _ C �:= rz_ _ _� TYv 5/i---� N y4ASPHALT Fl E R E D DETAILQ o +—"�� "- L GATE AT. ?� --- , Z /e — e - ENDS OF _+1 _ _ n� '01,-s� 4i t Z p P.AILIN(i c�SrBACKFILL SEQUENT �" o '` -- w r -, I 1 ;• l _J OUTLINE OF R.WA5HEFL WI H 4- 18 HOI ES S/W INSIDE FACE t 7 N N 1"MIN. ". � J01 T THRU CUR85 O.D.�-36 PAY ' � _ To OF•ASPHALT _ 27�PIPE OR LARGER a"uIN 'Z y O• D. ' 24'• PAY P-,V PIPE OR SMALLER 3q 'WEEP HOLE � I"+ GALV. STEEL A BOLT x 3-10• LONG Lye x Z�SLOTTED HOLES FOR I"+ BOLTS THRU POST 0• D. EXT 1'HEX NUT g I EACH BOLT TO HAVE ONE HEX NUT I�1 6 ' J REPLACE PAVING . WITH 2' ASPHALT � o __ SEE SHEET 4.A FOR RAIL REV15101v 2 6 MIN. z SECTION 0 SECTION 0'0 T o.00' \1-1V NO SCALE NO 5CALE T NOTES MAX. � ALL MATERIAL TO BE STRUCTURAL STEEL A. S. T.M. 4•'MIN.- • 27 PIPE oR...•SMALLER.. `�-,6 —U5E EDGER (TYP.) DESIGNATION -A-3b UNLESS NOTED. 6' MI1A, 30" PIPE OR LARQER v �� IDEWALK BOLT HEADS MAY BE SQUARE, BUT NUTS SHALL BE E - + 2% -` HXAC•cONAL. EXTRA "EX NUT ,.• II��IuN�-- � sou _ ALL -CORNERS ARD EDGAES SHALL BE GROUND SMOOTH PIPE TRENCH I"FAIN--�_ - �• :1—° AND SANDED TO A RADIUS OF /32 OR AS SHOWN ON THE PLANS. ANCHOR BOLTS HEX. NUTS CUT WASHERS SHALL NO SCALE 1 1"4, U SHAPE A BOLT ..-BE &AL.VANIZED AFTER FABRICATION IN ACCORDANCE3'�Iv11N• -WITH A. S.T. M. SPECIFICATION A-153. CURB- sEC.TION APPLICABLE AT WEST_END OF HANDRAIL -ONI-V SHOP DRAWINGS OF THE RAILING G14A LL BE SV B- I.t•1HErtE. 5/IN GRADE. APPRdACHES EM5T: PARKING• LOT•GRADE.-MITTf"D FOR APPROVAL# SHOWINQ COMPLETE DIMEN- D SION-S AND DETAILS OF FABRICATION. MATERIALS SECTION BEING USED SHALL BE- 5PECIFIE0_ oN THE SHOP DRAwING`s. NEW GONG. PAVEIlIENT __,, I CONC. PAVING BY OTHER5 � NO. SCALE - ALL RAIL ELEMENTS AND POSTS SHALL BE GALVANIZED IN ACGORVANCE WITH A.S.T. M. SPECIFICATION WTH IJOII�tT SCALER q_j MATERIAL SPECIFICATION A-'EREC-TION. POSTS 5HALL BE SET VERTICALS RAIL TUBE FILL A � b•. A'Q`` A a Q. A ' _ /._• a J. `4 v ai 4 DEFORMED TIE BARS %2 0 x 30" AT 24' 0. C. (BY OTHERS) B SECTION 0 ' SCALE = NONE t PART A. 5- T. M_ DESIGNATION NOTES ANCHOR 13OLT51 NUT5 AND WA5NERS HIGH TENSILE 5TRENCxTH A.S.T. M. A 32.5 GALVANIZED RAIL POSTS' A.S. T• M A36 STRUCTURAL TVF3ES of is PLATES AND SHIM5 is of ' MISGEL.LANEOVS BOLTS AND ANCHORS t TO ROADWAY CxRAQE. TO OBTAIN PROPER ALICxNME•NT, MUST BE HELD IN EXACT POSITION WNIL.E POUR1NGt 5 WHERE NECESSARY FOR FINAL AL16NMENT OF POSTS. TO NUTS AFTER ASSEMBLY. ALL WELDING SHALL CONFORM TO THE STANOAR 'WEL0E.0 HICxHWAY AND RAILROAD 131110CtES L1966) BY T14 ALL WELDING' SHALL BE EQUAL III! STRENCtTH TO THE MATCH " EX I STINCz RAIL.IN& ON BRIDGtS. PAYMENT 514ALL BE BY THE LINEAL 'FEET OF RA11 INCLUDE ALL INCIDENTAL. COSTS A550c_IATED THERI 5PELIAL SIDEWALK SECTION. TYPICAL RAILING DETAILS STA. 17+01 TO '.5TA . 18430 (SOUTH SIDE) " 0 TYFE ^ — C. e G (TYP.) .• VARIES - BASE LINE VARI ES a z' O• 5,1 12.51 5. r IF gel: I �-A:-To P S IL (TYR COM PACTIZC S USGRACC A5PHALT C0NC=CL"6(2LIFTS0FAz.) �,.�%f3 • �' G R V:.�'~.a STO N E 5 ASPHALT TREATED BASE (2 LIFTS) HARVEY -ROAD S_T-A O +.50 TO ' S" I'A . 7-r z.7 --VARIES VARIES 2=2 t / SoIL_ TYP „ .��' .- /_ -,• -_ `-: .-q- TOP ( . TYPE C C (Tr P_) CotAPAOTED SUaGRAVE.. . 3�ASS'li/V CONC.-CL`.`B"(2LIFTSOF�12- €SUS H ED. STONE - '5"'ASPHALT_TR.EATED -BASE LIF_T5):. _ . 8th ST. NE BA5E ._ LINE _----,STA. O �'40 TO-__~i'�ST NE. g• 2 2- . 328' 7z O.5' O.S' 2.55• �A �. v IQ o __ l!1 p 9p• �d. a �• `� • ' ' -s �� .� ° 4 .TOP SO 1 L (TYP. ) - COM.PAOTED SUBC:RADE. INTEQRAL CEMENT 8':-PORTLANQ CEMENT CONCRETE CVR8 - �- 2'q$.( )_CRV_SNEO STONE.. _ 8th ST. NE O-}0O TO- PIKE ST. NE" STA. Fes. VARIES 30•TO 42 34 ' 0.5' 2.5, S 6 c `-v 4 a -%41 o 't4 ' FO1( INTEGRAL CEMENT CONCRETE CURS _ COMPACTED SUBGcRADE $" PORTLARD CEMENT Z" �,*(--) CRUSHED STORE. 8th ST. NE PIKE ST. NE ro STA. I8*30 TYPICAL ROADWAY SECTIONS., .-NO- SCALE ;5 SHALL BE SET PARALLEL. ANCHOR BOLT ASSEMBLIES LAS AND CURB. USE SHIMS SPOT WELD ANCHOR BOLTS D SPECIFICATIONS FOR E AMERICAN WELDING SOCIETY. PARENT MATERIAL. _INCz IN PLACE ANIa SHALL -W ITN INCLVDINC S- 4* WIDE - 1 s, 10-8.7-/ ■� DATE NO. REVISION BY CITY OF AUBURN AUBURN _WASHINGTON ST. IMP. No 134 8th ST. NE K ST. NE -104th AVE. SE L.I.D._272 .UAB 8-1-10504)_HUD_ 98___. LEGEND AND STREET DETAILS DESIGNED G. A. 0. APPROVE SHE` — I , / 2 I DRAWN G.A.0 SCALE NONE CHECKED J.S.R. DATE JAN. 24, 1973 CONTACT NQ. 73=01 73 STR 2246.4 SH-4 • 6 to 1 OR 2" METER WIN 6 a JOINT IF STREET HAS UTILITY .5-TRIP BETWEEN,'.'. - CURB -AND SIDEWALK, PLACE FLAN{E_ 8 Fkoh1 BACK OF, CURB, IF SIDEWA. L.K. - A"Bt.' S BACK O.F 'CUI?B, -PLACE :_FG-At1tfxE Co IMP STOP _ E7E FROM OF CURD.-D�PTH;/ZS:.�"� 1AEA5URED FROM TOP`OF CVRff TO � . TOP. OF C:U1�S - ANGLE VALVE It MAY VARY FROM. ll"TO:Ie�':.. SEE NOTE_ ABOVE F IZ OR.2"MET�E �LVETO VA _TC P96 . �.7 LV 1T N`- tJ �iII I -` 6 R, r3. - FLEXf.U�kI11. . ` _ JNIN: DEPTH 181 _ :(6ELOW FINISHED''6 00 y .: C I T�I 0F, .AU 3 I N t STANi7A.RQ DETA(L GALV. '-SC.H E D.ULE_ 40 'AMERLCAII MADE .STEEL" PIPE;:"f.Wai' iER`JIiAETI~R •DNS*AL LED-.- HORIZONTALLY.-AN17'$I~R � - .►I FROMVIEATER_ MAIN , A ...MI.IN.S`I;At. I.,►LT1 P_4-"o TYP. 3 PLAN 1 S TO PRC-P. f E Pv. WITH ' rF VNION G<< FLEX � CORP. ST„ � , t I act � j < O__--- Ll OF OF CURB i AIJCLE VALVE I. , SAFETY 51GHAL SYSTEUIS INC. PRECAST ILLVMIWATED CUR'BINCkS 7%' H I a H x 6" WIVE - x 5z%g• LONG• SET IN TYPE 'N' CURB � GcUTTER OR INTEGRE-\L CONC. CURB AS SHOWN, USE AT LEAST ?_ FEET AT EAC" END TO T2AN CITION C UR5 INTO Si-1APE OF ILLUMINATED CUit eIN<x• ,-MOUNT FLUSH ,cri "I Y? Pv c CONDUIT 3" OR C METER Ai NOTE • IF STREET HAS UTILITY STRIP RETAEEN CURB AND PLACE ytETEii NUT 6"FRCM FR(--;M BACK C " IF SIDFNALK ABUTS BACK OF CURB, Pt -ACE METE12 NUT 41-C' ROM BACK Or- C�JRts. 1)1= P-i ti AS MEASJr?EJ FRC11 10P BACK OF CURS T4 ANC-LF VALVE `L,MAY VARY FROM 9"•TO 12'. I I —CC EE IJCTE A&Z_`V ANGLE TAIL. PIECE OR 2' BEN D M ETER COUPL; N rx OR 1 METER 4 -EXTEND- TO P/L, CONN• GALV. PIPE OR TO'PROR'SERV. WITH.. ,T'YPE 11K..00FFIERUNION OR FLEX CPL-G, -MINI. DEPTH .18. r Low FINIstIED GRADE CIT/ OF AUBujN CTAN nAP;� DETAIL T`/Pc. K COPPER WITH- OUT JGIiNTS BETWEEN � 3/4" OF, I" WATER A4ETER COR'=. STCF A:lAG_LE VALVE --1 AND SERVICE LINT INSTALLED HC=I:?IZONTAL LY, INSTALLATION FLARF0 JOINTS- ONLY ;g x 9" EX PAN SIGN JOINT i 3 ,-Orr i RELOCATED CHAIN I y' LINK FENCE Q Q SLOPE ! A 5 FLEC D. TO MAiTCH WALL EXISTINCc, GRADE to � I `N S 8" f _-r--- l" C H A M F E R Ilk A� � La 9" DIA. Q` CONC. PLUCc WAS NE_D PEa x 1 GRAVr&L b WEEP HOLE 10. CENTERS �N 2- ABOVE SIDEWALK (2: DIANA / .41 z- 4 BARS (CONT.) 0 N"' 3/8 PREMOLOED 131T- JT. 4- 13413S .s 1C� =0 #4 BARS e l8'O•C• �- J v M CONCRETE RETAINING WALL TYPICAL SECTION STA. 8-+-90 TO STA. 10-+-95 - SOUTH SIDE NO SCALE ILLUMINATED CURI3IN��,�_ 1 r - -a T BACK OF CI)R 3 d ' `cx 'IV TYPE A CU12B G-UTTER SHownl 1 TwI:4. SECiION 3 �--- PAVEMENT 2.- #5 DEFO VZW ED RE -BARS x 8"-0#" LONG AT ILLUNIINATED CUfZRIWa LOCATIONS ILLUMINATED CURBING DETAILS No SCALE TYPE "A:' TH%(_Y F- F-N) — EDGE FOR SIDEWALK TYPICAL DETAIL OF SIDEWALK ABUTTING CURB NO SCALE CURB / S'ASPHALT q�, �� -� . A ' Q,p 't1 b• "4 �� • S/8�-� STONE AC)O' �� -a ��'� -6" BANK RUN GRAVE rb P-,l O'" �-6"ATB 3" fig(-)STOME. WHEN MATCHING HARVEY R.D. JOINT DETAIL BETWEEN ASPMAL.T � CONCRETE PAVEMENT) NO SCALE —FILL. TOP WITH JOINT SEALER EXPANSION 0. 3/g EXPANSION JT. iA , U 9 •Q. 4. 4 � n a ------------ .IT. CONCRETE CATCH BASIN BOXOUT CONCRETE MANHOLE BOXOUT NO 5CAL.E NO `•GALE I ALL CATCH BASINS. SHALL BE SEPARATED FROM THE PAVEMENT AKV CURB BY BOXIN SOAK. UT ROUND BASIN A5SHOWN 8oX, MONUMENT, ABQV.E. EXPANSION JOINT MATI~RIAL SHALL EXTEND COMPLETELY THROUGH CURB ANI? , ETC. GA STINGS WITHIN THE PAVEMENT LIMITS 5I-IALL BE BOXED IN LIKE MANNER EXCEPT WHEI4 TELESCOPINCc-TYPE CA5TIN65 ARE USED. MANHOLES, OR OTHER STRVcTURES� SHORTEN ONE:2. WHEN A JOINT FALLS WITHIN 5 FT. OF OR CONTACTS BASINS, , OR MORE PANE.L5 EITHER SIDE OF OPENING TO PERMIT JOINT TO FAIL ON ROUND STRUCTURES AND AT OR BE•TWEER CO RNER5 OF RECTANGULAR STRUCTURES. IV AS QUILT .� DATE 10-8-74 Di�.s��SYEF -� s ONAI. DATE I NO. I REVISION I BY CITY OF AUBURN AUBURN WASHINGTON S I M P9 N St 34 8fh ST. NE ST. NE-104fh AVE. SE L.I.D. 2T2 UAB 8.1-105(14) HUDwash STREET DETAILS DESIGNED G. A.O. APPROVED* � SHEE? c DRAWN G. A. 0. 1 SCALE NONE 3 / CHECKED DATE JAN. 24, 1973 21 CONTRACT N.S. 73-0I 73 STR. -2t&SH-5 a 14"x20 INCR, O T\ EXIST. I G" BUTT E IPLY VAL-vE- N 14' NIPPLE N O Poo L GU? � REMOVE �EXiST. 45° BEND � \ ExlST. 8 PIPE gyp" �% \ AS REC UIREU REMOVE PLUG FROM E)UST_ I�"x►4' 8"FLEX COUPLING — -_'� TEE -ANC) 1►�ISTALL- 14"BUTTE_RFL`! v&LVF_ 14`PIPE � - _ REMOVE B LINE FROM 12� -� - -I 6SG0-T C.I.\� 2O P►PE 45p-8" BEND PLUG ABANDON MAIN TO INCLUDE -TEE t4 1506 971 \ \_vj V_� Al ___!^__ _ _ _- EXIST. 8 WL. TO F, I-4. " PLUG. 12-Al2x8 TEE 32 - \ \ _ — -- - -- 20"x20'x4"TEE NEW B��FLEX GPLCE 1 _ EXIST. IO D•IIP \ 14 BUTTER �20 x10 TEE (FL) 8 SPOOL �_ _ N .' \ \EX15T. e PIPE - ` FLY VALVE 1�_,B-UTT ERFLY' VALVE : _ - + I 7 r` 14 PRATT BUTTE L.\Y VALVE �'`--ID" SPOOL_. a IT Z 0 I 0 t 4- f �'o a- t 9 7 t 6564.5- C. I. a" SPOOL I cT ti ry } � � � f` \ \10' FLEX COUP>_1NG _ - J - - + _ \ \ 8" GATE VALVE 45� g ' p ._v 141 �t N> w E \ \ �-- 10" SPOOL. - $"KEN�EEpY C.V. Z04 W A�1,11tVi-1 1373 N`W w � I'� U � 14" FLAX COUPLING • \\ \ 20"x20"x8"� TEE NEW 20" C•I_ P. '' 8.E { P�NEW 8_KtNNEDY C.v. 2oow AWYVq I9Y3 I — I gTH ST. 0 d �. \ .�-- 22 %2� BEng 10"PRA TT 13UTTE RELY VALVE EXIST. E3 LINE 8`i P ST N•E. I5'o-R 1972 35209 C. 1 • o I I loSPOOL I I 450 BENi-> � I 101, TEE 10" C3UTTERFL.Y VA LYE HENRY ROAD 10"-Sp001— 3 `�R� STREET EXIST. Iro"X12:'REDOCEIZ T OFF { " PIPE LEX COUPLING WATERLINE CONNECTION DETAIL ,.�--- cu o t o F 9 4- �% ; As rZEL hIREp. SCALE 3/8 = I'-o" . -A. WATERLINE CONNECTION 12.' BUTTERFU-( VALVE - DETAIL DETAIL 10 N N ECTI DETAIL 2 '� SCALE DETAIL SCALE3,/8=1'-0TREET WATERLINE CONNECTION1 r SCALE 3 1� O„ I cfI ; . ► �8 m L QOAp ' LEA V11N - 14 1 L ' S I/4" M. V. o. HYDRANT REMOVE EXISTING 20- x 12 TEE 8'- o" (Ty P REMOVE W/BLIPJD FLA NGE •• h 20"x20"TEE 2 - 21/2" HOSE b 1 - 4" PUMPER .N -� EXIST» CONCRETE ��-- _ _ _ ,sIDEwALK - EXIST. 2 �2 BLOWOFF--aim W�B.F. 2" FINISH •GRADE OF PAVEMENT 13L0C1<INcx ��, , •' -�7 `t� I- -� 20" WATE.I2LINE 20-- 11Y4° BEN© t. e-• `. „ I I. '�� - PROPERTY :t I I �- 6� - ' 3" I'-3" CAST IRON VALVE 80X f!3 UNDER CtgS �_ LINE _ illy r--I �li �! r �� G -- —f_ _1 ; N EW 2 O'' C .1. TV _ i III . . P I _ & ' G- -h III / I I I 11 I I — -1 T. r „ -- - — -` I I 2 _ 3/4" STEEL WV �L__i r------- — 11„-�? Exlc — _ — �\ I I REMOVE '1 j SHACKLE RODS' 6" GATE VALVE FL'. M.J. + ' \ I I I EXIST. I 1/2 . C.' Y. -COARSE GRAVEL OR 6 C. 1. -PIP . REMOVE EXIST. 12 ! 1 .� _ F 12. U N D E R S S , `--J CONNECT To EXIST J� �-`\ �A"�S I I ' HYDRANT r 1 CRUSHED ROCK l3/e - 3 BUTTERFLY VALVE ---� �� T — - �r I �- .I' ASSEM. �' M. X M.J. X FL. C.L TEE I I 20 BUTTERFLY VALVE \~ \ \ \\ `~l2�ly i 5 �7 - -.T R --PAPER !r' a�,� , -`~� 1 \ �! I ------ ^-' r ` ,.,a:,• a; o. _ FLANGE JOIN EXIST. 24" SS \\ 20.16; RE- 4- PLUG �� — _--� - - _ -n , I ABANDON EX \ `�, �\ I +— _,�� =-_---=-=��;-+- I I \ \ DUCER _ APPROX. LOCATION OF -� ! „ MECH. JOINTS i 12" WATERLINE I \ \ 1(o"BUTTERFLY I r 12 X 12 X 4 CONCRETE I EXIST. 4 DRAIN PIPE. I I \ \�` \\ VALVE. W/BLIND F _ BLOCK cL�ss s cl 1/zl CITY. OF AUBURN I I \ \ \ - PLUG ABANDON �PRATT 150B-1972 -_ STANDARD DETAIL �64661 EXIST. WATER_ LINE NOT TO SALE FIRE 'HYDRANT \ 1• r _ �' SETTING DETAIL STA-18+20 CONNECTION TO. EXIST - — WATERLINE DETAIL SCALE -A PI 1° `\ 1 '"'ol 20 \� 1 1 E'R. ��o 1 CUT � REMOVE EXIST- ZO"' WATERLINE CONNECTION AT 6 ; PIMP STA-�`°" _ , ''7 -- WATE12 SERVICE PIPE — r F I RE HYDRANT DETAIL AS REQUI2ED. A I I 1 f j S N BOOSTER T TI0 _,.,.��STERE�5F LEA HILL SCALE I "= 10' � �NAI. FLEX COUPLING FLEX COUPLING EXIST. 24•"� M.N. RING � COVER PLACE CONC, AGAINST UNDISTURBED SOIL, M^ N.S.T. EXIST. GPOUND ,24"c C.I. MN. COVER RING PERFORATE W ITN MIN. G 5Q. INCH FOR BEARING AREAS SEE CHART BELOW. r��'��of WASH�v�,��,t 4 -45 BEND GR4LA N D AR SURFACE ��? #ram _ - 24"� RCP MAN- _ .P. ----- -------------__ ----- _ -°,-;, _ S-__= - - _ --- N T HOLE S ION •,_ d °_ d.o 1i - 3 MALL EAGLE Q 24" RCP M,N. FILL TO TOP OF AIR Q ��. 3 GOIVI BI N- a :. C =� n .'o a',c `��'o ,QFc�9'c�� r,;: ,, 1 _ `=� FIRE NOSE a' RELIEF VALVE WITH ��;e A710N AIR •'Q a o' THRUST BLOCK .c-ti s.►.. ,`,r�s s7 �C,;�.' �O-8- 7y SPOOL IRON CAP - 4"x4' REDUCER EXIST COIJN• SECTION e 1 WATER , I MINERAL AGGREGA . ,-VACUUM �` •s�ONAI-� ' e. ° a :a' ti .e!-'�.,..,,�-may- R,_4A ` Z ... SERVICE PIECE INSULATING MAT- o RELIEF VALVE T , 4"-95°gEND PIPE. ~i i WATER MAIN �• ERIAL• (SEE SPECS) 4..-45° BEND _ _ _ -- O ; i 3 MI AT LOW POINT 3". SHUT-OFF 'b°�. ,r'' TAP OR USE - 5POOL - - `f. VALVE , CRANE �l TAPPING 4 GATE VALVE SPOOL ,�I� NO. 438 OR _ � �: ..c�ADpi�a .... R_ ............. ...,... BR/�NGN SIZE USED TO J "D U R „ " _ ECG UA L. '. !'•�Ilk J D"x20"k (o' TEE _ — � t DETERMINE BEARING-, AREA• NEW Z _ 4'"G TE VALVE ' NOTH .� _ _ - A (I2' D2A1 N GRAVE(„ ' ' I _ NOTE: SEE SPECIFICATION ��SDECIAL ANCHORAGE" FOR _ - F± i�_c;? �-�;'� r.%=1: '`i t � ' ' ,-�,1i FLANGE I ,_ e RcP o F►T � I ___---,-------,4 PIPE O• D. JOINT LOCKING REQUIREMENT 34 REPLACE WIT" 4" DUGT1LE IRON FILL W/ FREE �� - ---------------�-} J -- 3" GALVAN 1Z ED REINSTALL 'EXI ST 2 r�2„ DRAINING It STEEL PIPE BLOW -OFF ASSEM FROM GRAVEL MTL-. TYPICAL RECONNECTION OF + STA.,s+20 UNDF-p- 24"(tQ•C"P DETAIL DELETE CES ST. IMP. NQ I Sth ST. NE K aST. NE-104th AVE. SE L I D 272 UAB 5-1-105 (14)_ HUD 98.. WATER DETAILS 8 EXISTING WATER SERVI DELETE AIR CUUM RELIEF VALVE SCALE 3�8 = I'- o" $�'° A BLOW —OFF DETAIL 9THRUSTPIC L BLOCK DETAIL ,, ,-HORIZONT L � E 4 DETAIL I O 5 T4 l0 -. ', , S. •t- 2 . + ; A S SHOWN .. _." NO SCALE , 21 NO SCALE NO SCALE CO TRACT NA. 73-01 73 STRe1-54 FITTING OR BRANICN SIZF• "RUST BLOCK BEA 1NG IN SQUARI- FE 90- 450 22%20 1 II V40 TEES 4 BENDS 87 4•ra 2.5 2•o 2•o 4•& 2" l0•4 5.7 Z-9 2.0 10.4. 14" 14.2 7.7 3.9 2.0 14.2 2C 29.o IS•�1 8.0 4•I 1 29.0 SH-6 71 r rz � :APPROX.. LOCATION-WTR. SERVICE 57 ( 6+U 0 I -r[) P A 7.0 9 r 10 Q m rn r m o0 m -I 10 IO �IO 5.T0-RM LINE �50 -- -- 12 I E _ - I: E G 2. 22 I. E• 6 2.0,4 62.;0 5 R - - _ - - - _ -- I.E. afl AIR- M i N 5 7 r pr +4. E. -57.5 0 a m - -- - - -- -- - - 1- -- - -- - -- - -- - - ------ - -_0+00 U 1 +5 0 ---- �+ 3 p 2 O 00 - _.. -- - - -- - -- -- - - O +5 +SQ- 5t00 4+,50 .4+00 13 50 - P.I. VA GAIN 7 ^ �''•CURB RADIUS T- 57.50 CURC3 R/iI-)IUS 2 cam. E DETAIL - r SHEET tit /J c A p,° 0 AA A - 11--7 ten' � I r- : 5'9.79" r A = .560 191 24 4 - R L T C of I�NT LINE SSA 8 ��',:� ;, 2.. STA0. ..04=18 TO 3+43, R,:REMOVE -URB AND CrVTTER.. 1 �;4'► ».;`;�. eiia ' S +IE COPIFQRM TO EXIST. D/�/V,. RENIQVE SNORT-SEGTIOtJ O F 5�W.. s sTE� , t _ I CURB R A D 1 V, 3:: S TA . O R, g"FSF�! STA. I+25 i O 3t92 L, REMOVE G f>c 10-8-74 `r�aiiAl.E 5. STP� INSTALL. TYP!^ IIG C13 WITH 8� STVE 3'BHCK GA ?••� VCR o O F'.` P L(BA ND.ED PLUG.). I: E. 61.90 TO P 67.67. �"TE / TYPE ILC CB WITH 8 STUB3 8ACKTA 2 50 L INSTALI,.. G : 33.83 OF P/L(5AND:ED-PLVC)_---I.E. 62.30 TOP 67.55. _4 •.•P�4 16 '+ UTILITY STRIP AND ADJUST TO GRADE, SEE DETAIL I, SH-II, ;VO. --- -- REVISION 2 ,v�;9`4��.-• °�.. `��E'f 1 •. � 7. SET .WATER METER i ! 4 - .y - 0 5 S. UTILITY POLE -TO 13E MOVED DY 0THERS. v� .A•CURB RADIUS s� CITY OF AUBURN - 9;.-RE'M0VE-'E`XIST. �F.�IA _ASSEMaLY, f�Lu� LINE ,C1 - I2.6° 3I' CONSTRUCT 3o D/w. AUBURN_ _ WASHINGTON 1'°' -`A R. = 35-00� 10. ADJUST VALVE 60X TO FINISH C BADE. 2 I. STA. I +6 __. ° NSTALL MODIFIED TYPE IA3 M.H. 22, STi�.4+54:5.R,CONSTRUCT 30� D1W. SAW CUT 3:BAGK OF 5IW L = 77.P_8 II. STA. 4-+03 IG R, i 23, STA. 5+65 R, CONSTRUCT 30 D/W. SAWCVT 3' BACK OF S/W. ST. IMP. No I34 �p`►Rp T = 6 9.46' I.E.57, 54 TOP CG 7.01. a� 24, STA. 4±97 TO 5+15 SAWCUT 3 BACK OF 5/W (REMOVE CONG. REPL_�1GE WITH NEW TO NI�ITGH SJw LDESIGNEr) T. NE K ST. NE-104th AVE. SE) C, E C = 62.51 I Z. ADJUST M. i-1. TO FINISH Gc RADE. 25. STA. 5+16 R, 12EPl,a� 1��. WATER S�Rvtc>;..... , . _ _ MOVE EXIST. ST. NI.H., a LINE ' AND C 13. � E - o ash s7. STPt. 1 -to3 L., REMovE EXIsT. CURB f�►Nv �uTT� ►� 272_ UAB 8-1-105 il4 _ H------- - __-- _ WITH IOYlO.c6 SELF TAPPING TEE4VgLVE•14. TELE'. JGT. 130X TO BE MOVED. BY OTHERS. 26. STA• 8+37 R, T 4. UTILITY POLE REMAINS. --- -• TN s STUB 3 ti3AGK of P11- (aANoE0 PLV6) AND 51W AND REPLACE WITH NEW. EET, WTR, ST. SEWER, SIDEWALK 3 15, INSTALL TYPE IC C5 WI RASE FOR TRAFFIC SIGNAL i0 BE REUSED. - 27. STA. 4t2Q 10 8t37 L, REMOVE EXIST CURB AND GcUTTER, NEW .H.ASSEMBLY SEE DETAIL 7�SH-4 I.E. 63.40 TOP 66.67. TEE. IN MAIN 2S. RELOCATE MAIL BOXES TO UTILITY STRIP. STA.0400 to STA• 6�+Ici i 36 STA. 2+90 R INSTALL N F I 37 UTILITY POLE TO C3E MOVED INTO U T I�-ITY STRI(� BY 4THER5 I6. REMOV 3 1TREE. NEW SERV:TO COME FRoM._14��l.INE ON 8th ST. 29.�`�EEr 2 AND 17. REMOVE /y SERV. PLUE- MAIN, „ p NOT oI5TUR8 .�E.. CURB AROUND PLANTERS,REPLAC.E DAMA4E CURB NEAR STRAIR POLE SASE. G.A.O. R.L.H,�PPROVE � � 38 STA I-t23 L REMOVE E XI 5T, G I3-1NSTEILL TYPE I G I. E, 62 9 30. D N 10. IRSTALL TYPE IC Co WITS-1 S STV13 3 D�HG1� OF P/>. �t'4UGcC�Ep) `� _ `NoRT I„= Zp 1,/I WEST TOP b.57 31. RETURN STOP S14N TO M �, Q 6LDCc. 1305'C�• ST, 5W G A.O. scat-E VERT5CONNECT LINE FRO AT MID POINT r01+ CURVE, I.E. 61.00 6AMP SEE SPEC. - S 32. INSTALL MONUMENT SEE SPECSD .),IZ•�• �,>rE JAN. 24, 1973 33 CON5T. WHEEL. CHAR R YARD LIGHT TO BE MOVED BY OTHER 73 ST H 7 19' TOP 67,09_........_........--�.3.,..REMpVE EX15T 12"6•V.-..__.�.�._......_�...___--_.._....._.._.....__._.._�_....._....-.......-..._..... .... _ .__ _ NQ � 73-0► s AND O 12 N W T R. MAIN wW E R E N Ec S E A R �.,�..-•• ---�. - 20. STA. 4-+72 R� INSTALL TYPE Y _G_ _ . _..........__..__..... ........_.. ._ _ CONTRACT ]I GB I.E. ta2.22 110 I+) •00dU �0 %D + 0.2E3 57 55 i -� • • g+50 -___ __... - s - - A nr• LIC\A/ 4:r- r venF `0 \D O { O + tst a' + N M z v \ h) cn �- m cn Y ' � to + H CL' � m..rs+• t p. 70�0 100/ V. C. -0.607o 100 V.G, j -- Y L 41 _ _70-P _ 676.Z-5 _ 1 NEW 4 CxRADE TOP 67.40. -- NCz `[TRADE UEW C�'RADE EXISTINCz CzRADE SEXIST N.cB.roP 66ui�------ - 67 . \w .. -- S. CB TOP 6 6.2 5 - 65 IF If jg 14;j jL v X +. XX r 1{ - ♦,i Xxi Ki a�7• ><sx ..Y- -c x f ' - r - Y Y - 14 -- _...-WATER,_I ' -MAN f I i - _ 90 :EXIST. 1.E:: 6L74 ;- 513 - TO. RM_ LAVE_^. ----- - _. �.__ }- �r C 6��1� E.-6.0.05 (5) 41101 - T � 4 S t 4 Ea'4' 9 % 5 - •- 13 -'--)TA. 6+60 R, INSTALL TYPE 2-C CB, I.E.62.78 AND TOP 67.61 . (B♦oSTL)B.TO E. .S=O.�O �o� - MAIN TO CD UNDER TD. s TgP.67.47 S-0.50%, C9 TO C8. � CURBQP-ADIU5• 28♦ MI6 STA. 4�21 L, END 51W AND STA. 4+21 END GUR13 4 CVT`fER I 14. STA. 6+6p ,(` ,INSTALL TYPE I-C CB WITN�B STUCi"ONtA1�6L"E _To' 3 SAC K OF SJW_ (1-E;'63♦02 , - 4*� 37 =93 _.25 59 _ - - N A C r �" r A - 47 INSTALL-TYPE.I[C CB WITH -M.H. LID z5♦s.OF• 4- OF-8-�h ST. CONSTRVCT I 0 R : 26,00 T - 29.'7.3 12- ST. LINE_._1a.Q.� TO..S. FROM .C_6.1 S-0.38p�o?VAEW)' --.INST/iLL WIRE .SCREEN'OVER__PIPE' ENO. 15 RETURN STREET SICxN TO M �,' o t3LIaCz_. 1305 "GST, S\/V• --____ �._. .�.-,--.. .. r-,1 �I �♦C = 40.77' �}8 STA. 2'�'74 L,• INSTA!-L z"WTR SERViGE. I I AMP INSTALL~ W H E•E-l-• CHAIR r% 1 pp N C. E. D E L. A R O ,y JQ • - •I . . . W • .-•� : -1 ,V; ^ . yam• H . to + ':l�Q ,� '0- -iJ•' `Q ..~! S! ♦ Q ♦tA,�'♦_A ':,I/,'•D�/Q Q`• ,'.A A• .� .e _ ,.�f.♦•,a ' •rA a M.�� •.A^•. 'A,♦'�. .(1� �. ,; lL .o .: * 11J Ld LLj 42 CS T Y T W to 1� W ^~ 8•/ f ' - - - _. r ' Q y `i , ♦ . ( ovff . r ` 171 5EE-DETAIL 4 49 _t i•!~ .��.i1 �it�yy �•.�'Q• .•♦/. . �a'�;�•,•,•.�, !.• _-`-y'`�• �Q . ;. , V 4 -� C.O. $ W. or - 33♦25'OEEP' _N ..•r;d<<� 9 .- A� ♦ .�✓� Q Z 2s DE6p _ _ _ _ f - - U 3 319 Q Z =� 3 8th ST. NE l I� N 'q ` A AV BURN NORTH � ` 3 9 I1 - �-- 2 19 / I/E. 60.43 o-B-�y SECTION A -A -- --- -- - vc R -- - © --- 8 CUT IN STRAIGHT LINE j 31. STA. 1-+59 R. SAWCUT Ot WALVWA* 3Z.. N. OF _t•AND CONSTRUCT RAMP. """'"""�____-_-_---•- - HARVEY ROAD NE -- - - - - - - -------- 32. ,STA.2� 9� R• INST�\LL TYPE 1-iC:. CB ..1.E: 62.5.0 TOP'66�1-7 8" 5TU.B::3.� 5ACK_�2.F-P/C�FiANOEDP�UC� :-TEE _IN. MAIN- _- - - -- UATE NO R E �.' 1' �U 6Y STINCz. SIDEWALK. 33. REMOVE TREES, UP 70,40 ��. CITY OF AUBURN L _ I. STA.6 +62 TO STA..8-+45 L. REMOVE EXI 3,=0.50 �o To ST. LINE �"EE Irt MAIN,B STU[3 3.8K,OF SfW. 34. STA. Z+89 L. INSTALL TYPE 1 -C CB, TOP,- 66.25 I.E. 60.05} % 2• STA. 6 -*78 W. CONSTRUCT P-8 D/W. SAWCUT 3 BACK OF.- P/� _ T 3-�75' L CONSTRUCT S"OUGTLLE IRON SIDE SEWER, CLEAN"OUT. ANC- 6:_ - AUBURN VidtASHINGTtJ�! 3. T E L E P H'(�.N E BOOTH TO 6 E MOVED B Y O T H E P. S. 3.5_ STA. _ '- ST, IMP. No 134~ STA_ 7 t61 L. CONSTRUCT 28' DJW. S�yWCUI' 3♦ BAG1c oF. PIL 36. REMOVE '5TUMPS. 8th ST N •- AVE. SEA 4' +37. REMOVE EXIST."Sf W.AND CURB. ?.CUTTER' TO .50 :N. O•Fl 4- AND' NIATCH WIT14 NEW • 2 BACK o F P/L t 5. STA. 7 +2,5 R. CONSTRUCT 15� D%W. sAwcuT - LID 272 UAB 8•I.105�14� HUD wash 98 6. STA. 7 +5g R. CONSTRUCT 15' DJW. SAWCUT 2' BACK OF P/L. _ P. NFa $EWER SIDEWAL T ...4-�..I��r� C.Ot�STRUCT S`r: SEWER NIh1,� MGDIF►�d-g4,��.TYPE IA3_, I:E. 57.91 TOP 67:Z5 _ .��wAsh,,��' STREET, WTR, ST. t SIDEWALK 17 STA. TO 7t85 REMOVE REPIwACE s/w 3.9:_- S A ��' HARVEY RD STA 6110 to STA. 8♦37 7. STA . 3 7 _�2 E N a 5 ... A N D Go N N E C T EXIST ..._ M. I-1 , TV 'i' N �E W E S '�' _. _\N -.1 T t't 10 L• 1 I�l 1~ . s.; , - I8 REMOVE TREE. V Ox TO � INISR CiRADE. T 8th ST. NE W. STA:1450 to W. STA. 4+55 STA_.8+37. L MATCH EXISTINC__ CURB_. .Qp. ApJUST M.•H, NL. E...B t - + S 1NGUT �\SPHALT LT. P/L. - 4 CE5 �!.o ``; sF�Ei 19 TA.6 60 8 45_ L� A Y OTHERS. 3 PLACES) A � � R 9i14 p DESIGNED R.L.H. APPEC_�'�'-� C/ 9. STA.8+45 L. MATCH EXIST DfW TO NEW SfW. 5 41, UTILITY POLE TO BE MOVED D ( - p E AND MATCH N TO NEW 5/W. F�1STE�� - H ERIZ. 1N _4 8 STRIP. EAST 13 I.E. 64♦50 "_ RM SEWER. F�SS�ONA1.�-�G� URAwN - G.A.O_- �Ca�E v RT. + } 10. RELOCATE MAILBOX IN PARKINCt A T 20 STA. 8-t32- R,- INSTALL:• TYPE I•C� C , 42 REMOVE EX IST. 8 STO • (BANDED - . - STA. 4+00 L INSTAI.I. NEW F: H• A55EM6L1�, SEr~ 'DETAIL .7 SN 4_ E� KEI�J�IEUY C:ATE VALVE EO+OW 1973� TO BE M ovE a ►3Y oT►-1 ERS. TOP 68:14 8 STUB 3 BACK OF CURB CBA O ' UTILITY POLE 43 _ �..._..._.. _.. _ C..., _ -.- , _ ___....._...__ _ ._ _. _ - 73 ISTR ei SH- c�tEcx�o J R �• UATE JAN. - _ _.. _... - CONTRACT N 73 01 • 1 2. T L pl�U6) 5'0.9C7%• . ' � S6 N p O 0.) 1,- 0 0 goo 0 o 0� M�+ ± p d 1-- a IQ 0, V. C. . 100 V.C. / r M., H. Z. EXIST 4- CzRADE NEW � GRADE: E7-- - - - -- -- TOP. 65,58 N 6 7 -- - `- -- -- TOP: - 6 5 : 3 8 S TOP 6 4 55 ' _ - -- - I TOP 6 4.35 S TO P 6 6.9 4-- 1 I 6 ; ) I I 5 S S S _ y ' i x r x x Y w "S s tJ, 93:Jx rle 1 O L EP E05 EJC f ST �h 5 1 ' x X. I x't x x x x x x x c - S 3 SS SS SS S S S 63 }--- E x fsr, TEf-•LPf•�71�1 E L?I.�GT ;` j x n x x x x _ - - s 7 63 Sn Y Y xr xxx xXx +sz Xxx rxx x x x "' ti" ar �' �S'i'•_12.~.V Arr.--ft. AtN w - x x xr x _xxri x c x 'txr 'cns x"" "x" n .. _ 'Ia,. ._ - _. _ :. _ _ ._. - - _ _ - '-.- _ - - _ R •. •<- _s-- ... - _ .. .. _.. X X •7t _. A(. x.,t - _ � _.i ._. _._ ....-_ ..r-•�- .-ti----` _ .. i .. - ._ - -_ - ... - - - -- - - _ - -_ .._ � _...- - _ -_--. .-- -- - -- -_ I,'_ - - - .- - - 'Y•z R. MA --- ^_I4 _WTR_ MAIN x x xx x x x _._ _20. _ - ,.. .: 1.,E . - :. �; x --- X X. R f 61 61 x14 � a:. �..� �- 1NT X x x X x 61. .E--- �. 59 _ 48'STORM- LINE _ - - -- _ - .. 57 I S7 1: E:.-5 7 50 dD i $ 5.5 O . 4 00 - _..._ _ - O 3 O --- 2--O0 z-+•5 3 I+50 I•+00 04•50 O+O 5EE 5REET 5 ~� z0 STA.- Ifi82 R, INSTALL TYPE IC GB WITH 8" STUB. 3' [3AGK-OF.' P/L _ _ _23 . _ STA. '3-+�70 L , IN TYPE !G CB -LE. 1'a1.6p TUI' b4. , SEE SHEET .5: FOR LOCATION F a TEE IN MAIN. a;d I. E. . 60, 20 TOP 65, 38. TEE IN MA I t� (BANDED PLUS? AND CONSTRUCTION NOTES. v/_4 ti. - _ a '� .H._ ASSEMBLY PLUG. LINE- .- " - 24 STA. '�+70 R, ih1STAL.L TYPE IG GC3 WITI-t ir+'• STVt3 3'BAGK OF PIL (BANDED PLU�� I �.�. REMOVE EX15T F CONSTRVGTIO_[� NOTES.- _n; ,, ,' �6 (,E, 59.80 TOP 64.35, �7EE IN MtIIN, 2 SEE SHEET" G FOR { O ?E MOVED BY a ERs, 'a•�..' a Z2 STA. 3+11.L , CONSTRUCT 45 D/W SAWGV-1' 3 .BAcK OF P L N 3 YARD L ICrHT T U _ SrlvP�<v STANDARD OIL OF CALIF • dENTON x { - E WATER SERVICE-- VVITIA �{- RE PLAC. _ I _ SERVICE FROM 14 "LIRE _ - CC. E. t�ELAvR4)•°0 I / t S REMOVE SERV. ON 8 h T. _ �`�. I `'� � �� 1s I I 1 LII`lE TO CO RP // STOP. , _ /I T-x- 9 X- ,r-x--X--=- - q- _ - - '-� :�. �� !q-•.-pp~•.4-� a- Xi- x-- _ 4a_ STA. I+30 R(W) INST/I,LL� �,\ ' g';'p 10 -- a z _ y g�:� y� ,Q- ,�--a �� - �ar►� �. v_� µ _,.� ,u-`9,.'�c.- _�: _ 7.-��u�a�~,"�v n`- M , ,,.�_ _ , Q ; 1' ER SERVICE FOR 'Q_ `p-t _a•a(L.1rQ' W a f t L _ �r`_ ��. �.d _ =� / �ra`4 d / a a4u Ol� -� A •� �A•- `.bc,T1_ a• r v b HP _ _ . - N E W I WATER I- Q =� - �- .p y • z, a�� _ • .�� _ ` 6 s V5E WITH RELOCATED �q w 4`'9 " _ °' a .�.a o.. Q 1 p e n ss _• 1O 23 - 6 i METER 4 CONNECT O � _ :� _ r I 1 ERTY OWNER ` t t 19 LZ ' EXIST. (.SERVICE LIL�E w 48" s �' , B $ g' a 20 W ` PAYMENT SHALL BE w 14 20 aA INIADE AS ��REPLAGEME _ SL • TA T _ > j . r Ul i OF I" WTR, SERV.`4 SHALL m 1 INCLUDE CONNECTION TO m PROPERTY OWNERS EYIST. w _ 14 12'r w f SERVI G E LINE z 7. � I 9 6 w ,._. ,_._ : 1 0 3/IV �-�+ A - _ .T , ' S REMOVE I R E E A ^ ro`- .. o '", T o To _ V I 6 TELE, JCT. C30X TO , 8 ro ro TD • •$ V I, aVi.'u,-w, ;•Q' w,.;-'.�,n4�_.� a'v� 2 SEE DETAIL Q BE MOVED B H � �r At^� .A /��4 .,� �� _ 4'y c � c` _/ � _ _ _ `+�' G ti ! s ��' 'Qr .' ,4 �j 't �'_.� sC {j•l� ' C E OTHERS ar p , .e 9. a f "n �- -� v_ -4 _ C 4 -t { /' ! �: �.`QQ•A. /a .9`.% '� •lRI (/'tdc^ _ �b �;Q, ,L 4'L•�-,-�a i/q•r4 ��•.,a`,j•�4/•`'� fi1.Qt9itk4•Q�/��•�A�,� •,�pt ��`�• d'',`rQc��d1,p, 4� a IF L, t /�VBURN t�loR'FW �'o. f - q,D�pa �A 7 - 97z` -- i 8th ST. NE 7 STA. 0�65 L,(W) INSTALL NEW I WTR. SERV. � _ 21 a, Q ,�`------- ---- - - -- 7a. REPLACE 2. WTEZ. SERVICE. y -- - - i - �► 1 Q" STORM 5 E W E R L 1 N E S AND G B . - - -- -------- 5--- --- --- - - - -- - • r'' � r ° -° 25 STA. I+O2- TO_ I I-*O.£3 •REI•JIQVk E X I5T F3 �, 8 UTILITY POLE TO BE MOVED 13Y OTHERS. a; a� tr t3 -------------------__-_-. _ -� -� 26 DO NOT DISTUt�13 "E" CVRARGVNI) PL•ANTER,REPLACE DAMACrED GVRf3 NEAR STRAIN POLE BASE, - -_ DATE NG. REVISION BY 9 RETURN STREET SI&N5 TO M 4 0 BLDG. 130-5 'G ST. SW. << G �ab ► �v \ Q OPT VAL GAIN -2- 7 STA. 2 497 V CONSTRUCT 60*SAN.SIDE SEWER TO 3' BACK O F P/L`_(13AN DED PLUGc) DUCTILE 1ROK 10 ADJUST VALVE BOX TO FINISH CxFAOE, 4; •. c CITY OF AUBURN i 11 REMOVE EXI51"INGc $T4RlJi Ivt!•�N1'1oL E : G t3 ANv LINES. �$ ��= a �' 29 ADJUST S.S. CLEANOUT TO FINISH (BADE. AUBURN WASHINGTON 12 REMOVE EXI5TING CVRS CLUTTER. Ob�pp 30 REMOVE 12" GATE VALVE VE 8"CONC. S 5 LINE AND REPLACE WITH &"DUCTILE IRON ST.1��'. Nti TR. "MAIN - IIt�TAERt1EATH �REMA_l_ �� o_�^ 31 STA. O+97 TO 2 9 REMO 13 RElnavE EXISTIN4 cUR6 4 CLUTTER 4IG W ,tt INSTALL I"WTR. SERVICE TO 2.0 LINIr,�IVITI-I cURa STOP IN 8th ST. NE ST. NE-1041h AVE. SE) ,f 32- STA . 1-+50 R, 14 PLUGc 12�� LECx OF EXISTIt�1Cz TEE �i� �� ,�_ UTILITY STRIP AND TAIL. PIPE a' BACK OF 51W. SEE DETAIL 1 SHEET II LID272 UAB8-1.105(14)HUD_wosh_98_ ;A 57 33 . TELEPHONE CO.ILL' ADJUST VAVLT TO 4RADE-. CONTRACTOR SHALL COORDINATE WORK WITH - - - -- - --- ----- - - a v T M.M. TO r�IEw 1=IN►sH �RAbE ,Q�o P• NF STREET. WTR, ST. SEWER, SID WALK_ . I,5 A J 5 t-115 GON ST RUCT I O N . � �' + STA 4+00 ► SEE SHEET 5 FOR D/W IN5TrUC`r ION �aa, 34 CONST. WHEEL CHAIR RAMP SEE SPEC. _ W. STA, 1450 t0 E. • 17 STA. O�-b6 L , CUN 'i'RUGT 3O d/VV I�\W�.UT BA / mow, Fi ,• Gj t t- �. �c.. ,o i :.r ;� ILr SIGNED G. A.O=R.L.H. `\\ ":"Jl/ ,!2 a W AND MATCH EXIST. ASPHALT D/W, _ _ 18 STA. Hari L , C.CrNSTRUGT 2.�i- 1 ?' �F si�o - - --- �----VERI I - 20 + CONSTRUCT Z4 D/VY AND M/�TGH EXIST. ASPHALT O/W. ��' �'sTER �� DRAwN-^ -, G.A.O. S VERT.-I-�_=_2'_ A -STA. I 9 7 L � � Y- 8- 7 y 0 �sslONAL -( 2, 16 _ _ ' "- IDATE E 3 + INSTALL TYPE IC Gf3 t.E. 62.00 TOP 65.58-`i'EE _. __......._-_,.._..._._.. TRA 7 N°.+73 0� +73 STR0464 SH- 9 'HECr'E JAN 24, ! 19 STA. I 8 2 L , - CON atr y 1N rvlAlN AND GO�NECT 8 ST, LINE FROM N _.._ _ "y,, 16 ko0 N t j Q i E 67 EX15TINtGc S G.RADE r i Q - Y 446-50 5-OQ H W Y ■ W,^^ v! �4 I RETURN STREET SICrN TO NI 4 0 aLort. 1305 "G" ST- SW- STA, 6+351 L.. INSTALL TYPE IC C B_ I.E. 62.50 TOP 65. 33 .5=0.57o To ' M. H. 3 STA. 6+ 35-, R. INSTALL TYPE IC C B WITH 6�0 STUS (BAt41)ED PLUG.) 3 . BACK OF P/L. TOP 6S.13, I.E. 60.90 5=0.5 /o -To M.H. 4- REMOVE EXIST, F.H, A55EM13LY (PLVa LINE), 4 DELIVER TO M 4 6LDCx. . 5 STA. 8t90_-TO 11-►O?- FR, RELOCATE CYK OFE5/W SEE TYPICALOSEGTION, SH-3. WALL C3AG 6 CONSTRVGT RETAININCz STA. 9-t-00, L. INSTALL TYPE 1-C- C 8 1. E. 6 3.23TO P 6 6.23 - T E. E 1N_- NI A I N; 7 STA. 9t4U,R. INSTALL TYKE IC CBS -TOP 66.0.3, I.E. 61.b0 TEE IN MAIN. 8 STA. 9+70, L. ADJUST 4-t8 WATER METER LID TO S/w GRADE. 9 UTILITY POLE5 TO CAE MOVED BY OTHERS. 10 REMOVE EXIST 10"5TORM SEWER CBs FROM STA. 1+02 TO STA• ii+o8 M. H. 03- O � (� \!D S. TOP 6 6. 0-3 M. TO P 6 6.2.3 - - - - - -- ._ - -- - - - - G TOP 5. 33 (N) EXISTING S CzRADE NEW I C&RADE - - _ -- - - - 67 B 6 _ CB _TOP_ 6,T-1 .3 (5) W ww w w { i W x t 1.vG �- • � X K x x Y X Y Y Y X Zi x x x x X X X >t X x x 63 6 N P G-I45 --_• -_- K - - 'S: 7t 1C 7C iC Y 1C X Y~ Y X Jr 7C X Y X 1 X X 7t X 1t X �r �' X X R �l K Y X Y Y x Y X Y Y at 11 X ]F f - . - -. - . .- __ •_ - - .. - F. cz a, c :i • t 62..5_CN_____�_-. _6 r - 1. E . 5 6.91- _ _5NOPKo Oa .'-..1�".'A'�^�_:`_.....1'i.-�.; �„�ir '^ s-•-X+...:r�Ir... ..:•-..•...:..4. �� p'�.'F .....i'a} .:"d..'- _,_.. j 5'5 O _ N 8+so g �-04 9-*50 i 1 i i r fR F1JC_ASEMEKT 1Z• 'OVER ` VA L BAIN 8th ST. N E 11. STA . 6 +- 35 L.l_. ItASTALL MODIFIED TYPE IA-3 N.H. I.E." 56:91 TOP 65.55 12-. 3TA.5-+55 R, CONSTRUCT 30D/W. 13. STA. 7*65 R-, CONJSTRUGT 30 D/W. 14. STA. 8t73 R. CONSTRUCT P-S' D)W. .15. STA. 7-+-05 L. CONNECTAIDE STORM SEWER INTO NEW STORM LINE. 16. APPROX. STA.4-*-40 L CONNECTV'SIDE STORM SEWER INTO NEW STORM LIME t3LOG1�. 4KENNEOY Cz,V• 200W 1973). 17. STA. 4-+90 R, INSTALL _�_,DUCTILE------.IRON WTR. LINE TO 3 13ACK.OF S)W PLVQx, >� 18 STA. .5 4-00 R , INSTALLS DUCTILE IRO\1J WTR. LINE ` 0 3 13ACK OF 5/W PLO BLOCK, 8"KE► UEDY GZ.V. 2OOW I973 . 19 INSTALL NEW 4" 1). I. WTR. LINE 'SEE OETAIL B SN-.4. (4 KEKKEDY .-C.V. 200W 1973). 20 STA. 4+05 L, INSTALL. NEW F..H. ASSEMBLY) SEE DETAIL. 7 5H-4.(G"KENNE0Y G.V. P-OOW 1973). ZI STA. 7t42 R, INSTALL NEW F. H. ASSEMBLY, SEE DETAIL 7 SN 4. (6 KENNEDY G.V. ZOOW 1973). ill * 10- 8- 7y 6 A o Pw:sHE L"ll F- W W N w W N w . z_ J U QC CITY OF 1-\UBURN - - -- Nr CITY OF AUBURN AUBURN _ WASHINGTON S IP. NI 134! 8th ST. NE ( K ST. NE -104th AVE. SE) LID 272 UA6 8_+_105 Q4) HUD_wosh 98 a STREET WTR ST. SEWER SIDEWALK 2s • 000 = STA. 4+00 to STA. 10400 DESIGNED G.A.O. R.L.N. �+� � "• _-- _ HORIZ. G. A. 0. i �Ca `- VERT DRAWN -_ -, - -- 21 CHECK' J•R•5 • I c'A t E JAN.24, 1973 CONTRACT N .2. 73-OI 73 STRa4-1.6.4 SH-I _M 0 � N � � VO M - O t� r' M H � 5 r �0 � � � N 1 O O, V. G. ko ca `� +O: 34¢d EXISTINCx +_ CRA DE _ + TOP 67r 07 _ _ -- -- M . H . 4TOP 67 19 --- TOP 6.7.12 1 --- � N tq u vi M M t,i _ NEW � CRADE _ - 6 f 1- ii G 1 i �_�, fz- .� -�-- . �_ •_- _ G -�- �- -�- � 1n � mot_ - C;.- = -� - -Cs--- , fc �4 6 5 _ `- ' A '� r r �• ,c :_x X X X X ?• X : r . Y C X n_sa ,c - x 7( ...,,• „-. - __ • . •c x - - ____ - - - - - - _. �•+ �I x x x x x 1 '+� ` - • E X 1.ST. � TI~t 6P �N F- A uc. • - :. r -, _ r w .,..•. �- 6 4. 19 1 2r wnr.f� M^ _x x _ , -rsr _-- -- x... X X /• Y x• X X K XMX Xs f XX - � X x x x x t + x - xY _ 3 _ _ i� .'�.2p" yVTR_= MAIN. r 5 5 5 SS 5 6 x xX xxx max" t + .-•?7 .4 5 53 $ 5 53 3 S 5 - 5 S t 5 S3 I- t _ i. . i 61 - i -- - E _: 55 5 _ 3 - LJ 59 59 ( - 57 _ - -- 48 R LINE _ _ - - -- i - -A_ P.P_ROX_ 1VIAT.E LOC TC(3N-_OF'��42_-_ST. L[NE. 70 M--LI 7 48_ - -- ,4 8 --- ter.. _...E�,:,___.-_. ..-. .-_: - ._. __..---•-._. -...-_ , _.- __ _ i _ • • ' i Jam' .J 55 - LE. i N OT - _ n ' - - N ! Crl . PA V E C14AWb4EL, BETWEEN- AND_ E53 1 - = . _ - _. --- -- _ MANHOLE SECTION: -TO PROVIDE _SMOOTH. _ �p _ 3 m W _ - j TRANSITION_ FOR -WATER., FLOW_ .TH ROVCc14 h I. __ • 5-3 _ _ - N I -I O L E 5 z. Plcs) ! I� m :p [�- ,- - MA C �- T o + �I N , ! , _ m Q - to W , U -9- 4--- - - -- - - - _ - - -- - _ _ : __� - . __11 --O - Y tI SQ 124-00 12+5p' 13-,-pq 13�54 I 00 a 4- - .. -. _ O ._ 10+00 10•}50 +p a N t 1 STA. IO+O B L CONSTRUCT 45 D/W SAWC UT -_2' BACK OF P/L SNOPKo �I o I 3 TORBENSONS BAKER BACK POUCH t +5S L INSTALL- 8471 MQDI FIED _ TYPF- IA3 M• H.. TOP 66.96. , I. E 55. 99. / S -� \ Q = 93° 24 59" I Z:- _ STA. 10- Q=Bb 3b OI 3I „t N 4- 4"SHN. SIDE 5. R- 2.0.00' 3 I REMOVE EXISTINCx, 10" STORM SEWER 4 GBs., STA. 1-t-02- TO STA. II-+-06. R-20.00' �; 3 T= 18.84' ON Fa ISM T = 2 I . z 3� R RELOCATE CYCLONE- FE_1A.C�-:3 BEHIND SfW SEE DETAIL H- _ t 4 STA. 84'90 TO STA. 114-o2 , �' �+ _�•;, _ V E E 4 '�1�� L _ 32.6l r o� L-3U.22. �C q q! 4 C 29.11 + REMOVE 12" ST. SEWER M.H. GB, LATERALS. C=F-7.4.3 a 1 y_ . -- 1�3.90 _- - .�� •�- i 5 STA. I(+06 TO STA 15 OI R, RE NI E ,F ,;. �, .•n. _ .v ''.�,:• .�•-. :,,;•-»s .: �;. ,�.•,; a; _••,ro • �� •4� :,6;,.� ••p# if . G E MOVED 5Y OTHERS. _ 7 lT : . '•Q ' .:. '• �a� •�•SQ:•• .�- v.4 - t1 ♦n 4 6 STA. 1 1 -t01 R, TELE. JUNCTION 'Box. . -fU 13 o, • a•: a: .a q �,� . a u� �, 'n.., �. '.a- :. .v_ p A A a • A. A, d V 9 4 x V ,. c' ..�. 7 STA I I + 13 L , IN5TALL= 96 pIA: _MODIFIED TYPE lA3 w •` _ .. , r _ H g U71L1►-Y POLEr, TO [3E MOVED COY OTHERS. C8 STUB (BANDED PLUa)3 BACK O h/L - t �y 7 �1 -- „ 7 wF. , v I2 I. E 64 3 IN MAIN WITH? n�. _ �:�. 3 ST _ t _ ., _S �.. ? 4 �,1. + R INSTALL TYPE IC, CB -TOP 67. , .: 7. TEE I 4" W 9 STA. Il 62 , - t 20'" w t, W w HP �+ I 20 W + ro STA. I(-*7�. L INSTALL TYPE IC GB TOP 67.19, I. E. 64. 19, `T'EE IN NI uIN.� r_ .� �•ti (BANDED PL C-): r I i STA. I I -+ 96 R, C4 NSTRUCT 20 .D/W C8'�STUB 3'BACK. OF. P/L. AAW 1� 17 , 1 S WCUT 5' BACK OF P/L- ._. ' --- �- r - ,' • 4 _ _ • .;. u - 2 • T 4 J 12 STA. 13+IQ R, CONSTRUCT 15 D/W. A o J� E.S.E-T _ C3A G 1< . 01= - S I D E WA I^ K 1 ,. y 2 # SERVICE. _ ,,�. =N ,: 9 t g• t 0-d REPLACE 3' WATER -3 9w .� A e GE -UNTIL IT CAN. BE ; Q REMOVE TREES AND F1E0G.E : � FENCE. STORE FENCE IN SAFE.PLA Z ' sr %2'12• U � 14 a .z � •� �- •+ 5 L REMOVE' _CONCRETE WALK WOOD STEPS AND CQN5TRVCT 3 CONC. STEPS. _ ,� T' 15 STI'ti 13 6 >> a' s �. T 1- �fr, Q '{,r,`.JT• 7V►w• '7•• `� ` TD. F .TD .Tp '. a •• sr•• 7• .,r s d • T -7z•� ` 16 RETURN STREET- ._51ciN - TO M � O BLD6. 130 U r 4 7 9 + 1 :. 17 ADJUST ALL EXISTING M.H. AND VALVE BOXES TO NEW STREET C�I�/'►DE. .q 120- 12 t Q a , a v �, . .a ,. 21 II 19 BE►�150 BEN SON f } ELECTRIC JU NCT10 N C3OX TO BE MOVED 13Y OTHERS, °=A:a� a v A "�- A p. ` 4 . •t� o a ,�:a_ I.a 4 61 3 ��; ° 4 HALL 36 i 13 AS BUILT , ` 18 ELE TFZ ' F 19 STA. 12 +62 R, CONSTRUCT 2 / ET _�.• B <ER o D w. c: fith ST. NE I AI i 10-8 "c SEWER TO 3'BAC•K OF P/L S-CJ.U2• PLUG WITH BANDED PLU4,�7 DEEP CITY of AvBURN �n a o a I_, ' 12. +68 INSTALL 6 .AtJ.SIDE SE - o •� Is -. „ I t ✓cR zp STA . ,q p N 85 58 0l E-- Q = 93 25 43 [ _ -- 21 RELOCATE FENCE BEHIND SIDEWALK. (APPROX. 165' OF NEW FENCE) , Q=86�3�1'17" c - ---- - - RE\ SOON - - - R _ 20. 00 HENRY RD STA. I I-*25.�f2 ,PIKE ST, STA. 11+33-68 T - 21 • 23'' S'q C T FROM R= 20. 00 22- INSTALL PLUG MONUMENTS,(SEE SPECS ,M ( R T 18.84' ' " �} i L 32.61 OF AUBURN 2.3 REMOVE VALVE PLVCc LINE G- 29.12' L, 30.22 WATER SERVICE. CITY j Z4 STA . l I +•$ (? R , I N S T/a L L NEW I WA - I3' , _ AUBURNWASHINGTON 4 2.5 STA. I�t Q L INSTALL NEW 2" WATER SERVICE. _ W ST. IMP. No 134 STA. i 2+4o R. INSTALL 6" SAN. SIDE GE•WER TO 3' SACK O F P/I- S = 0.02, PI-V WITH BANDED PLUG. (7'DEQ) Z �� - 35 STA. 10-*88 R INSTALL. NEW REINFORCt_o GdNtRETE FLAT SLAB NE i K ST NE--l04th AVE. SEA } REMOVE CONC. CURB CUTTER TO 43 N OF 4- 8ih ST AND MATCH WITH NEW MANHOLE T4P� WITH NEW 24,. MANHOLE FRAME >� COVER. REMOVE Sth ST. . 27. R MQ ? , ADJV5T TO FINISH CRAVE. •. T - CRUSHED STONE. 'Q _AND - SALVACxE EX I STING 3E� FRAMt � COVE.1, _ LtD_2?'2_UAB-_8'1�145t14� HUD wosh_.9 _ 28 DRESS UP WITH �g t67 R. INSTALL NEW FIRE NYDRAKT• A55EMBLY, SEE DETAIL 7, S14-4.�6"1<EMNEDY G,V• 20OW AWWA 1973)• w -,36 STA. 12♦ -5 R"INSTALL 6"SAN. SIDE -SEWER TO 3'6AC1< OF P/L . S-0.02,E 29 STA, 11 STREET,WTR, ST. SEWER, SIDEWALK 3o MATCH NEW �CUIZ(3 TO Ex15T, PLUCr WITH BANDED PLUCx. 31 DRESS UP WITH TOP SOIL AND SEED. " 37 CONST. WHEEL CHAIR RAMP SEE SPEC. 11-\ I,�nNFL�2 STA. 10+00 to STA. 14+00 w 3Z ELEVATION = 68.00 IN CUTTER LINE. M 3B PRATT 2,0" 8UTTI-RFLY VALVE 2.00W AW1NA 1�73. � ,�` �.• - '- F O NT PORGN AROUIaO � 33 STA. 13+91 L CONSTRUCT 20 DIW 4 REMOVE ALL EXIST, CONCRETE WALK F R M o I I TO BACK PO RCH, CON STRUCT NEW WALK (3'WIDE) FROM BACK PO RcH T O NEW CITY S/W. WIDEN D/W W O ! TO EDGE OF WALK 4 DRESa UP D/W WITI.1 �gC-) CRU51-IED STONE TO 8 BACK OF 8/1-. _tn +� 34 P/L CORNER WILL BE REPLACED By CITY. { DESIGNEO G.A.O. R.L.H. ik A II _ _ __ - , i .o DR A'b N - G. A. O. S C A `r VERT= HOR I-Iu „ = 2Q 9 -- -•- -2 21 'PV�lsF�'9174r t%�� ^HtGKEJ ,.rL,S. -)ATE JAN.24, 1973 _ .....- - - .r..,.r4;w CONTRACT Nk. 73-OI 73 STR-e+54 SH-II _?5-6� a 67 59 57 - .� -sue•-- - _ -T _ ` 0 t+ 0 O 0 0 0 % O n^ O �4 O �+ (D �U N N cU Q \!D CD �- kD v1 -F O. 4 I % 100, V c . M.14 6 0.40%,tn N. 140 V. G. _ . _ _ 1 . TO 68.12 ~- + CRADE O V TOP 67.43 NEW CRAVE ". -�-EXIST. -- >Ir: -- :. W' - - -- - 67 -- co` - - - - - --- - - - -- N 0 • 67.58 N TOP 67 70 � 0 _- GN 4 2 5 TOP 66: 6 6 �. a Q r , , -- - EX IS T, 1 °_-ter 2 wA*A. MAIN _ �- _ _ _ --�._- :� _ _ --JUL__.�. -z-_ _.----. --�- siL �-• _ ._ _ WTR MA! N� - ^ - - 6 1. E' 6 4 ' 4 p-.64.32 -- . z - - � - x x x x x x" _ -1 ,t 7C x X x it Mimi I.E. 62.55 - _ C E.X►sr.. 24" St�N..SE� �•R , s { , -: -- -- - i L -oo _ 5 7 7- STORM LINE _. I ` --- - 's _. I. E: 55: 58_ . - ---- 1 - . i : - E ST. V.. XI MATCH WITNN - - i ` N _ 53 LU 3 53 f v _ c ; _ --- - .< _ - - i 00 N _ , _ _ -_ _._ _ - 0 r 7 0 t6+00 16+5Q 17 5 8 - - - - -- --- - V } N ; r + p + 1 1 14 00 14 15 50 5O � � 15�-4 M .N J o - _QF.Bb'00 0. 3-5"01�- - _ 0 - ERG 4 , - MATCH EXISTING LUNDB - P_ IO.00 Q Z T.= .1CJ..1 1 HAMMOK5.- 48 CONCRETE. _PIPE oC 4 ' PEG 'IVEL - - -1:4 i-- SCHWEI&ER ,n H STA_ I�}t09 L, 15+49 L RE PLACE .WTI. SERVICES— RES T Y L :.15. I 1 ; b DRESS DjW •�► 19 u TO 8A G K. O F o ' - - - --- ' -C=I3 7I a� ± WOOD F E Iq O E slw. _ - ' a v ..a _ F•� - -- - - - - -- -- - - - ; -- -- E t~oOAT r} • w I T H. �'ec-i 26s W W ii �._..STREET GRADE. ti` - ' d °�I _ r 9� -- T t T O 3 ADJUST MANHOLE AND VALVE BOXES TO NEW - - ' LAM IL / ' j �1:� o •, 31 `'4 T I. , ` '.a 13 9 p 4 STA. 14+32 R TYPE I-C C13, TOP 67. 43, !.E: 64.40 i�� / I Ir // _ ��+ ♦ `� 3 '`� - 8 1 9 i ..q y..., .v_ �. V` 1 CONSTRUCT 6'WIDE AODITIDt�I: TO :SIDEWALK _ FOR.L/� j 2 _ fan - '/�.�L, d>It,�.... -,.:q •n : /• -, =� _•°? �`�'- p v 9 tq ;a e•.�.•• ,o',� Y•o-:`•- .i' .o. 5 STp�. 14 +42 L 7.1 :A v q. a b •= � •a•;.,, _ o PEDESTRIAN CF?_o551NGc. 2 - itA "�,. �' ..�4'n, '• . �'4;'d.. �,. a• .;a' ;•n �• _ . � {Ot, Tp STA..IS-*OI Rq REMOVE I2 ST, MH. }- - �_-so,,•.A, a r E .�,. - e. 6,. Io 6 STA. I w _ - '.� ....... -r ;S�T 16 6 s GB ANO IrA A _ ... , _... I M� R y►, a..,�' ;y.. J 6 HP ^I 11 ' EE DETAIL '' -TOP 6.7..58 l��,.•55, 58• T • •• T:.f S r wi, `�;.tii N%! l' /) :J- G4 r t �' 14+48 L INSTALL 84� MODIFIED .TYPE 1A3 MN, k 34 r` _ SV C� A i„• '% STA_ -RAMP P - --__-i - D A a 5 r STA_ 15-*77 SAWCUT � REMQVE S/W-'35 L �' CoNSTRVGT . RA p _ - ..- \i S TO BE MOVED a , • -A'.-v3 r's' , L' `', .�' j.' ,�• f. .fir �, `1. r�' �:i% if '• ,, �• `• � .� t t. I � UTILITY 1� d_E C ST• 5W - ,,r '. 1: rl +` \ !• .5: `�' ; ,. . ' t >a 13 0 •'STREET SI rA N TO IO RETURN ,� -� • I - ' ! dJ 14 1 TOP' 6 6. 66 1. E 6 3_ZO 5 g8 o E . 4 � �' ;:� s � � �'' -- - � � B +54 L ttySTAL.L TYPE IG G-5 N8 _ y s- "'�. ,� �, 1 I. 3 •` 2 }--�' Tp ,,� Tn 1° Q%I tJ i r 6 . Y 9' :J�ilk ;3T D r r +r. • , �, .� IG1'101110--,aa•_ .a i 7 E E •, I N MAIN. t;; 'a ' .�: "' ' ' }' -r,�� p a - q • _ o' °, �"•'�' •�': •'. z ' _ O P 66.66 I.E, 62 DO-TEE`IW MAIM(. x 12. . a �. _ ,;',,• _A'� ,;--_...�.a. 'v - s c� c q'�_ _� v ',� •, o. 7',0.:b - V + ; ; STA E ! C" t3 r • v: :• - =4 1Z , 16*50 R,- lN'TAi...i, TYPE . r ti ,� • M f: y: .-�L o " ;a.P.. ,-'~' ' :a''•� :•�'':„ .� - - k- ' Q .TO - -5 '� -7 1 ♦•Y AF. �' c " I� :i �� ; ," (_Q'i�l /�1'•�,'�� ! ♦ .1 - OJUST 4 x 8� W.M.BOX _ .. M�q'i'G !•I S/W Cx RAGE • -� ,, a. '9 •a: L a n •i ,V f � � a :� ,t'� ��,� •,. a•: i 13 STA, 17+GS :A IvE To_NI ' o BLD� 1305` LC' 5L Sw y y r� /f ��a �� r 1.4s Ir r 14 REMOVE (2�.1Z.�ATE VALVESAh1D DEL. R V a• Tp. ,�� • �� a ��A - ,E i Y " �b I'3 LO ATf OE HANDRAIL Po5T5 z0 SN �' , C ON HGES 6•,4'� ' f 5 R CONSTRV' „C, . 45 DIW •SAV►/,.CUT,_2' BACK Uf P/L• .r,d 41 .L _ I � i - A- 90°33�17,• - Sth .�►T. NE, oL50N- FARRINITCIN � 2. -7 BUILT I . 15 16 2 42 a ., . 3 R - 20.00, L-� 31.61' 'O W p°�1'c I° B y i Q-gb°31'Ig,r 41 �It ;ti ,� �.I _. T _ 20:24'. - C = 2. _ N 89 59 O ��lilG c GA - !- oVE EXIST F. _A5sEM6LY , --------------- --- '- -_'- ---- 16 REM --- - --- - - -- - -- - - -- -- : TC F1 EXIST. AT STA .18•*34. R 15. 00 -Y - - - .• t L 7 S.H • 4 ' �+ CONSTRUCT HAND RAIL AND MA ONF '1. . '4 (SEE. DET�► � --- - -- -- __ ------ -- --- - - 1 7 STA. I7 O U R T = IA-.Iti ay. It�ST'AL1r: NEW F.H. AS5EMI3LY `c�cuRa _ ------- A C T F. ;FRU :Q• 39 _ 4 93 L , - 'ro BRA - -- - ----- �42,- PLUS THOSE HOLES IN M N• z8 STA I ---- - . 4$ R, TO Cr.RHV E • : 2.9 STA . 15 +q4,. t'--� . -- TAPER CV RB s/w o DATE HQ. REVISION eY To t3E RE MoVt DI ADJUST M H - _ =-- WHERE ' LiNE.S ARE : G - 2.0.56� �► , ;•W.. AJ `.II: - 30 ' REL,QCATE MAIL'�(�X 11`l UTILITY STRIP. +� ��`^ '� I2' Sri of HANDRAIL T AT P/�•.. 31 .REMOVE TREE. CITY OF AUBURN 19 STA. 16+52 L CONSTRUCT 33 D%1N. SAWCV CONFORM WITH ASPHALT i 4�6966 4 1 A� �, , �� 32 STA. 15-1-43 16-*1.5 REMOVE ROCKERY. 2'0' SPECS. STA. 1 ONSTRVCT 23 � D)W OPENINGS s=o' I-3 �q57 NAAIDaA1L105T Al.1BUF�N WASHINGTON 2p :INSTALL MONUMENT , (SEE ) �, y` . 15-t 17 L' C goo 33 STA T p of NO-� s1w SCCTO - - E PLACE WITH HEW 40 D.I. WTR. LINE, 'SEE DETAIL 8 , SH-4• (SALV/aCxE VALVE). o a o R 15 t 40 L..CO1ys-1-RUCZ' 2C) O/W OP E N l N4 THICKEUED z - _ (z - . ,: �. 3.4�"u,STA:` WTR: SERVICE SLOPE .� 5�, .�._V E ► N ST. IMP. NQ 134 NEW Gx .V. 4!' K E N N E DY AW WA 1973:. - - 35 ; S'TA. I7+4'8 L lNSTAL.t_ . NE-W .2_ . Y h1 AV E TO F E R A I S E O To CLEAR s. s. -- . 8f h ST N E i K ST N E �-10 4th AV • � � 36 STA. 1�3+IS LI INSTAL NEW_ F:.H--ASSEMBLY. --STA-.'16�50 T4 17-�DO ;� 22 USE CONCRETE FOR EL4CKINGc LINE MR , , T'A . 15t7a - W s ^ . 15+ 196B OF A L LEY. - B A L1� 272 UA6 8.1�105 i14� HUD wosh 9 !` 3 INSTALL G SIDE•SEWER, USE BAWOF-0 _,PLUCt, S Z _ . 37 T 38 MATCH EK I-ST• C U R R E L ..,68. 30. to IQ r- - SEWER SIDEWALK . STREET WTR ST. I - `- NE -39 MATCH EX15T. CURS EL.,, 68, 19. I 2q REMOVE FERCE� TREE TO 60. N. OF 81h ST• HOULDER T+� NkW ~ M', �� oFWAs"�� ' � �� . 40 STA. ISt04 TO IS-+•30 R R.t=MOVE 1G�� GURCi,• �, SAWC11_T_ASPHALT IN STf�AtGc•lai' LINE• o�' sih sT. wl�k� EAST s v� rn r s _ 18+30 4.2 OF _ P L. 8-t- 30 GEi,C,, CURB 3� BACK OF s%W STA.'15♦OS-.16t12 -STA. 16-*�8_ 18-t30. STA. 14+00 to STA. 25 SAWCUT TURNN AND TAPER ANU GOKFORM T4 55 � 2 C3AG1< OF / RE I TELEPHONE CO. WILL AdJV5T .VAULT; TO GRADE, CONTRACTOR SFIALL COORDINATE WORK WITH ,,�� L/1�� sti�tT GURU '$ OF pF• gih Si. AND MATGI-� WITH NEW. O - 4 0 DESIGNEn G'A.O. R_L.H ,�PPRi-eH _ 26 SAWC UT EXIST. 5/W .�0 = o qF 9171 �o ��• H15 CONsTRuCTI N. - 1011/. ,, Ec'il0 DR�%'N G. A. O. f �CA,_E HORIZ _- 24 2.7 SEE DETAIL 4, SH- 4 FOR � WTR�.-l•INE G4hlt�! hI ? ,� awl TE�` 42 INSTALL WHEELCHAIR RAMP --:- - VERT. - 1- 2- '91 NAL CONTRACT N Q. 73-0I 73 STR 2154 SH-12 .�s6y I 110 105 100 95 85 m 70 65 I9 V) .�.. WNW V.LA FA SEE DETAIL \,� 1= OQ PIPE. LA*YDUT STA. 29+35 P .. EXIST. STREET SURFACE t4EW COPPER SERVICE LINE SIZES 314"life GEW WATER MAIN 1516" UN D E R 6" CzA S (( LINE 12 NDER IS"STORM SEWERt 2' UNDER EXIST W'WATER MAIN 4''URDER DRAIN PIPE FROM I:31-06. ANGLE METER STOP WITH G-ROVND KEY — LOCATE EXIST METER AND METER BOX IN V` 11-ITY STRIP TO FINISH CxRAOF-, EXIST. CURB �' O.UTTER. SIVV EXIST. 1J EXIST. UTILITY OR OBSTRVCTION ` CORP. STOP NEW = '\-- IF AN EXIST. UTILITY OR OBSTRUCTION NEW WATER MAIN HA5 2-6" OR LESS COVER, THE SERVICE LINE SHALL 5E PLACED UNDER SAME IQ -FROM EO&E OF 13LDCr., WATER LIRE HAS S 8:OF COVER. BLOW -OFF- ASSEM5LY COMES OVT EN Of BUN FI.G, F,40TIaEN 51'R/4I�MT Vh, I6"@BUTTERFLY VAL. PRATT 16-1506-197Z v� S SE 320th ST. 2-6tPVC CONDUITS--S'TO INVERT- FROM EXIST. ST. ELEV. 20" WATER MAIN JUST VRVER CONDUITS. � e%TA A / . 1 /1 I..VIVllgc_%.1 I 1—n111. 20" WATERLINE. DETAIL 0 F WATER SERVICE C I tT Y 0 F A L" B t_ 1 R N _ �``'..� ` ,1-s i r\1vT "" ! „ -ST. -IMP. N2 134� 8th ST. NE i K ST. NE-104th AVE. SEA LID 272 UAB 8.1-10504) HUDwosh 98 P. ke WATER MAIN STA. 24t06 to STA. 29476 14' 00 HORI I� — 5Q� l r ;• �. OGrSTE �� a ;, . . ,, v - .. 5. t; R.. _ R T. 1_ - — _ 5- �� Ir JAN.24, 1973 CONTRACT .-N2.-, 73-01 73 STR _2 40-4 SH-13 MATCH LINE \ \ HARYEY RW U E Y:NL-' TZ1,1 SI 5l GNAL. ARM �j Z A,� 4. ` w , Z i f - TYP SioEWALK S[GNAL- . ARM DETAIL NO PARKtIJG._ f� STA. 5+20 SEE 5NEcT 14 10" WHITE \ \ BUTTO1,1S \� `\GMY CMY ` RAISED ��C CURB :•\ CMY ANYTIME . Rl -- l - C W--- cmy SK7NALARM OM ` SIGN . NO. Z _ -10"__WHITS INYTTO w ,. .= V► RAISED "C" CURB ' GMY -- _SBY - \ + p SL \ _ _ .L0 Aw 10" �1NHITE BUT,TOtJS\'V,\ u --- .-NO PARKING ANYTIME . R7-1 ._ NOTES— Au.. SIC* 5 4 STRIPING- PER. 19m EDIT. M.U.T. C-ID 4 W-5.14.0 STD PLANS 1973(EDITION ' G W - GFZOSSWP.LK CMW - cupe) MARK-%w-= WHITE GMY —GORE MARI-INCa YEL-I-OW. SSA ^ SI► LE SOLJD WHITE I-INE D5Y -' pdUQ:,I_E SOLID YF-L.L.OW ' L.INE oM - C)WFCT MARKERS,TYPE. 2 MoUn►TEo' VERTIC- ALLY SOLID 30 - DSW _=-oOUBLC -SOLID WHITE 'LINI- __DVIISW-.DOUBLE WIDTH. SOLID. WHITE ALL.. STREET_ STRIPING PP•INT SHALL BE. P-EFL�CTORIZED PER UN� ONLY W. 5.M.D. STANDARD 5MCIFICA-TIOMS 8-'Z2--3 (4i Lo R3-51-- R3-501 R3-5R wes EmND NOT IN C OVAT RACT R3.- 9 ta. SIGN ARM DE -TAIL ILLUMINATE-o SIGNS :CMY 0 <CLi V) 2 V SIGNAL' ARM �- "z---'_-_SI GN No. 3 - x t ll.l LLJ. to , YF-L.L.OW 2EFL�-ram L } o i TYPE t>10• ?si Z`[P � �ssY O RJ SSY L 0 J LANE=MARK.EIZ - LAI.]� t�1ARkER U TYPE__►.1D.Ze IYP.. -_ YPE. 1�10,i -T`fP, ccQ RZ-1 SPEED UtAk 35 M:P.H- G 2-4:•x 30' No PARKING 1 ANYTIME. R7-1 •JT._ A , C.w - TsIGN !No. 4 O ' DSWDI -- M hnntcFm nr,., riIVPt �• • • • NE , MARIc-E.R - l-ANE-. MARKER TYPE'. NO: Ze-T'[P e-KA SIGN ARM ll.l LLJ. to , YF-L.L.OW 2EFL�-ram L } o i TYPE t>10• ?si Z`[P � �ssY O RJ SSY L 0 J LANE=MARK.EIZ - LAI.]� t�1ARkER U TYPE__►.1D.Ze IYP.. -_ YPE. 1�10,i -T`fP, ccQ RZ-1 SPEED UtAk 35 M:P.H- G 2-4:•x 30' No PARKING 1 ANYTIME. R7-1 •JT._ A , C.w - TsIGN !No. 4 O ' DSWDI -- M hnntcFm nr,., riIVPt �• • • • NE , MARIc-E.R - l-ANE-. MARKER TYPE'. NO: Ze-T'[P e-KA SIGN ARM SEE DETA' i � 1 ! '+„ Taw W I) J Imo-- , VW Q(n . _-- _ -- ; ..Ip,, WHITE. , OUTTONS: NO Pl�RKI IJG N R . N.I.C. 0 0 . cmy \ WAS&I \ \ A \V` \ =SSW Q 9174 FGISTE? \' 55W \'% �SS�QNAI.�-� _-J - - - , CMY 9Y- - \/ \ � k `,,�oww..+.wr+s.dxrf...a.+waiw.r.w-•aw.w+ma+.+r..wr::..e...w.+'.vv.+ra..«as..aa...er+r►.a.rarar..a... ol ID 3 1.i c DSY 8th ST NE a HARVE=`l RD. I.NTEF"kECTION Rl-� 'e �� CHANNELIZATION 81 SIGNING- �- NO R6.RKING \ � --- _�-. �S�Q4•�,t.a,,� � � ► ' T __—_—. H. L.0 _ -- \ ORnrrti G. A. 0-tom CHECKED �I DAI is JAN.24, •y ! / 21 z. CONTRACT N2 VA-0! 73 STR 4y SH-E4 ego***' 009000 CITY CENTER SIC44 ANZA t-4EX-r L-EFT 5-Tk 8+75 NO PARKJWt'__7 SSa OF -TAIL MYIT-lmr- RI-1 [Z)Ctb" ON'T R kC T 14 6T I R LMF_ MARKER L"4E- N4AQK-EP, T-(Pr-- NO. I -_V--ep -Type- No. Z e -T,-f P. a i 06909M a 0 a a 0 6 oom (fi%_L_0W REFLECTOR I 0 TYPE NO-7-cl 0 40'WP Mae*** woogee 9 0 a w000se a 0 0 4. r. NO PARKING w1l(Time- - _T NOT IN COWRK 9,3-79Z, 30Y-36 P.IGIAT L-A"F- W*T -TL%ZV4 ;ZIGKr NOT IN CONTRKT P13 _80( WV1 560 NOT Itt CONTRACT 41 p -�--- z 0 CD 01 + -STOP ___7_ RI-1 30 X30 1 1 -Z: fA0__.PA,RV,INGr S_ _ANYTIME L ST R ELT NAME CON TRKT 71 cw_ Z N -0- 06. 0 0 0 0 0 0 0 000000 a a 0 a 000000 0 0 a 0 o 099000 t e-W 0 see*•40 0 Noe go m0000e me ew < gee 000 1 0'_T_ Y P. a. 1d; ID sw L7 .. .. .. .. .. .. . ---STREET NAME- 77-7 --------- zf X my- c c W NIT E DWSW.' LANE Mf)PKF-F\ _covAF>P.Es5ior4 BRAKE TY PE NO.a TY P. z Zi 30" RESTRICTION SIC:r" -TRP%CT J? KOT IN Cot4 mo-v,m CONTRACT-RC)T IN CONTRACT At- r-l-rY..- 0MIT-5 AUBURN tAOT IN CON ACT o 0 a 0 a a *seem Ln *eggs" a •o 0 (\j goo Soo w000so Ah a•Ah `t V) ar • • SPEED UlAIT 35 8th 3 T. NE_ C) -.3 NOT IN C0WVKNCT 0WANUIZATION t St F'r BY OTHERS IVA - -- ------------ 4)o 46 0 0*'ll goo 0 -ST. NAME- -rY \(P z3d, 50' -STOP �IQBN NOT IN comTRACT,- END TWO WA LEFT W? EAST BOUND r- I I- k I A r-n k A R5-9 a R3-501 Q3-501 . R7- I,, iz7x ie' WESTBOUND m PARKING 'A .A,W-nmr_ 5-Tk 84-75 V%5TRLLF-D By OTHERS ILLUMINATED SIGN5 A L r N ON T RR N 9. 13 4 8th ST NE i K ST NE 104th AVE, SE] LA.D. 272 UAB 8-1-10504)HUDwash 98 a owl's %.n H. L.O. 13 � . I GIST T, S N. R NA Mat. Or JAN. 24s 1973 CONTRACT N1. 73-01 73 STR. 2-t5# SH-- 15 11 t I PHASE SEQUENCE CHART 1 PHA5E A 1 A, A, ATa n1+A2 ATI+ATZ Al -4-AT, A2+ATZ T wz I OfQ I t < O t t HEAD N�. 5 6 3 4- 2 I 3114,546 FLASH AMBER AMBER RED RED AM BER REP RED,ANI3ER RED,AMBER FIRE CONDITION'�I CONDITION �z R E Q RED RED P. S. 1 2 _ i t '� -_ t a PHASE �� lei ............ •:. — z' HEAD W?_ 9 IQ 1! !2 8 7 9,10,11 l2 7 e 8 8,9410 7711 12 FLASH RED RED ICED RED RED RED RED RED FIRE RED RED RED RED RED RED RED RED ___r_ 3 4- r - P. S. ....._ _..-_; t: P S. PREFERENTIAL SEQUENCE -IN NUMERICAL ORDER ASSUM►N4 TRAFFIC DEMAND.5 ;,. ':" ..:. ON ALL _PHA5E5,. Y -` HEAD ARRANGEMENT <; 12 12 I2 // .•, a a o LOOP IDENTIFICATION NBI - N0RTHb0VND INSIDE LANE N BO NORTHBOUND OUTSIDE LANE HEADS HEADS HEADS HEADS W 81 ~ WESTBOUND INSIDE LANE 112,715 3,4,5,6,11 9,10 12 - -W-BC- WESTBOUND CENTER. LANE / -- -.W Q4 WESTBOUND OUTSIDE- LINE : - ETC. ETC,, ETC_ = •� WALK WALL PEDESTRIANI HEADS 13,14,1 Ct 16,17, 18,143 24 / J , WIRING SCHEDULE . / - -- � ;, ' - �• o ._;_. LOOP_ DETEcToks, 18 A.W. TE F LO N :`; :-,•`, 2' '' _:_ I =:a CONDUCTOR CABLE.,- PEDESTRIAN PVSH BUTTON. CONDUCTOR CABLES PEDESTRIAN WALK, DONT WALK HEA 5 POLE #3. . -41- - _CS fm° m� �� j/- >.`F F 3-5:GONDVCTOR-CABLE,..-LEFT•• TORN SIGNAL. .- MEAD, -5 CONDUCTOR .GABLEI .JUMPER, THRU SI(N�►L HEAD. 5 ._5 CONDUCTOR . CACKLE THRV 51CtrNAL HEAD. /�• -- 6 _.SIrxNAL POLE WITH 30' MAST ARM. _�-SICcNAC_ POLE WITH . 36' MA5T ARM. - --- 7_ 3M �'� , _� 5=:.2EA. A W -: iE�� N2_ 10A_1A/.�: CdNDUGT(�RSl 41�(3 - - -WATT` - STREET LI &14T: _ -® .. ; _5 C0NDVCT0R .CAf3l.E• PLUS•. LOOP DETELTDI� LEAD-IN CAC3LE5- REMOTE DEi"ECIOR CABINET. r ,,� mN �~ �' — EP 4' GONDUGTC?R :SHIELDED GAQLE; t3ELUEN- R2-877Z POLE Z' -TOP MOUNTED - OPT! COM ; DET 105 _ /• /. �,, Y ! -_.-_ - t--- CcvN�Uc..Tl3R_5HIEL0'FD CABLE` BELVEN N2.8772 MAST; r� TED::oP.�T1CQM.-::nE I'EGT0R MOOS l._ [CIS:.: 96LE'�4 ARM Mo N C0.t4TRO1-1-ER . GA131tVE'f Y aa^ SEC VLGE CAC3INET... �j(GEp-f SERV.ICE-.DROP-WIL.1..: i. ------ — T .PE..P� - ;"' , a • .. ¢ ; '; , �` - :.: :.�E,: UNDERCLR4UND. CA13INET SHALL:._ HAVE E. EH I20V:.CG � FP i _. __. NECI PHOTO ELECTRIC .ELL.. s• ,`a `: . <)'r•' ;------._. ,_ _ - TACTOI�S ~ GONTR4l+LEO [3Y O ) s `-, f�t WiTED..CVR131t, G_ __ THE_ OTHER' .'•. 'i-r O - \_ •v ' ' - - _Q1�L Gs7N —_ a - • s _ Q ,, :. ..--.-__ .� .• - - _, «_---�'QR-: THE .:: FUV;�Z=C4) STREET : LI Ge:HTS� -- - - ---- -_ SIrx1+iAL POL Es. - - - ` s, r' z NB y� L i - ` _ SBI Sal IS 58I IOT1(P. , C4 NDI ��,, _ ffiNBNBITYP. S6I �O -`�.-___-_ ----- 2" i 3 a NBI s ---- % SBO usso 520 - _�4 I ` _ 4 — -- 2 j. ......: ,, -.- :-.., 1 - _ NE POLE *i AV J -DATE NO. REV I S;0M 8Y �,l CITY Off' Av B K AUBURN ; ,M P. (; q. 13 4 Sth ST. NE.. ; K ST. NE-!C?4fih AVE.'3E) % 1. r� OSf 14a �iUO Wash 98 I LID { SIGNALIZ AT ION As 8th ST NE 81 HARVE°Y RD. 1 i I f DESIGNED H.L.O. APPROVED --- . I_- _--___. DRAWN G.A-0. SCALE lip = 20' - 5 _ __ - - _ W' CttECKED, � DATE J A N. 24, 1973 �' CONTRACT Nk 73-01 73 S T R 4-f 4.4 W4i'. N W Y - - z J — I------ 8 th ST. N E HARVEY RD. NE 4'a4�Q�4 9'a v.• HARVEY RD. NE P P A L SERVICE � A\, � C U Q . QP- v O ;' J� .• Sr a n A• "9T C�.AVF �x d OO Iv - e 4 .STA. 1+45 N STAHDAR0 ^ 601�F F \� O 5� ADO Af ti F C /�F yFF T / j c' x is ` LEGEND LUMINAIRE 'A p:` 9" •! a JUNCTION BOX �,` ■ PUGET POWER SERV. VAUL L'r o r• 4 E ELECTRICAL SERVICE LINES o; .t _ i .,7 LUMINAIRE MOUNTED ON SIG L 4 / ` STANDARD NOTE ib 4 1 , LUMINAIRES SHALL BE 400 WATT LUCALOX MEDIUM P`• V r SEMI CUT-OFF TYPE 311 OR EQUAL. LUMINAIRE-MOUNTING HEIGHT SHALL BE 35 FEET. MAST 2. ARMS SHALL BE 6 FEET• UNLESS NOTED OTHERWISE. -3. WIRING_AND CONDUIT 'SCHEDULE. . Q 1 -U • PVC- CONDUIT WITH (3) #8 CONDUCTORS. Y RIGID STEEL CONDUIT W/3 #8 CONDUCTORS. - 14 RIGID STEEL CONDUIT -W/3Iq 6 CONDUCTORS. _ p Nj�4 LUMINAIRE STATION REMARKS LUMINAIRE STATION REMARKS NUMBER NUMBER 12. 5 +68 I. 3 +95 w 2, 2 +20 w 13. 7 +45 3, 0 + 6 6 w 14. 9 +21 4, 6 +18 H.R. 15. 10 +94 5. ` 8 t 13, N.R. 16. 12 +82 6. 4 +32 H.R. 17. 14 +70 7. 3 +67 "JI. Is. 16+51 8. 0+53 E 19. 18+23 9. 1 +52 H.R. 20. 23+38 10. 2+14. 21. 25*57 1 I. 3+91 t — —_ — _ _�s..•��._\....--..,.�..y..L.3...—...�.sT...c"'_.._.ar..ti s�.�.J�.....v�i,..�.....�..a...�.:2.,J..e$.L d:..,..i ._�... _,e_.r;.�_�l ._.? .... _..•S_.. . , e 1 DATE NO. REVISION BY CITY OF AUBURN AUBURN WASHINGTON ST. IMP. N o 134 Sth ST. NE OC ST. NE-104th AVE. SE) LID 272 UA6 8.1.105 14 HUD wash 98 81h ST. NE a HARVEY RD. Intersection t. STREET LIGHTING ' DESIGNED J. N. S. APPROVE SHEET DRAWN G. A.O. SCALE 1" 20' 16 ' ' 21 CHECKED 3,m, S. DATE JAN.241 1973 CONTRACT N.Q. 73-01 73. STR,•2+94Nj!SH-ml + .. ,� r � s �-•;•e..r Lam.' Y,_c wRi .��yic.' „. ; IL' 5NOPKO _ ST^. 8+15 51CN 5TANDAR0 .^ - -. ^�_ .�► n ► !Q� • t7 /♦�'► �.{`. ate• ^O �p 1•'li�.t`r��. a- V ' /' it a• p. \1J j. t �• ✓. , t , �% , �'7 C , .++ • f /'f • b �` • ' • /• .. ,� . .' �, •/ �' ' i •'� b ^ a ^� • �` �. 1 t j��i / ` C7 ►' ` J!i • r+ :/ Q� .••t / �; •` �+ • r t b . ...w r [�` r /t f t I d •r` r a t r- • ; a'✓. ' of t .' �` `' ,1 d !q , I,r �..^'1 �: Dr ♦ �•-i.: �f' �t •' Icy w ,d ' `y /f ,n ” �+ _ n d . .�7 • C7 /a • ' LS .♦ E r -� a r /` t • i d • /1 // . / C Q .. /•' �.. r ' '4 /''. t 1 ' ♦ ♦/' ! �1 '/^ r- \ I! r . �^f % • 1 ! 0' �• Lu 12 Lu rIF t� I 30- LONC>`_. MAST ARM O + y O N w + }� W W 13 < 11 •'� -9 rf , � t /• _.-: D• Ib ' ! �'. Q i/ " , `� T CT -• ! 4-^ I ! �, �! I` G � ! rn-� V7[' ' • �• -, - �1 ! f J • ., p -� •• f _ ; l:. ^. ^ v �' -*,a,,_ .' b = • _' _ v �- t • Cr .r -� _ _ r �•..� f . .+.. w- ».-f 1 • /1 ! CI ^� V ' r ! �i r ! ` , • r , I' 'mil r ' �!f • '•� _ • ` /1 •' /'i! • ' O '+f _'•Y b'• rtQ ' ♦ • .f • - Q ^ .' (j• . -., f b,- • ' • V- ♦ • ' • D f , ♦ �` +^• • t f ^ •` • n : ; • !f �•` 1 / ' l Af \1 �•• ♦ • IQ l . ^ ,' • V �'^ . A • •'♦ ' •Q �•- r -q r - i d ! . ^ ti f ' ' �'� ♦ • • - �' • _ - 16, -._VAL= BA►N - 1 It anVln ealY 5NA PK0 _.Y. _ ^ - _l� - `4 - 4 •' 4. `- -1•Q�J♦'tom �� `XZ� ~- a w D`_ �- a'�,T' Q `ate `A ��•�` 4 P �• t1'��y \ IS 14 \ / \ i 0 • O 0 0 - - h L7 _ (1l v `. ,a V 41 v - L / '!y v 1 U v Q✓. p - ` a •-' �` 9 ✓ t t b .- ✓ Q r s� V f t ✓(1 1 p-: d r C I T-Y. O F A V 6 V R r1 , = .'4• t , - SGHWE IaER PPBL SEI a • !. L l ✓ - (� ' - ` •Q r - t' Q .. ; 4 , ti ` . 1 • Q ( y :�,- `y t •.� t ,.- Q tr a a , t. ( .Q `�_•L1 J •-' L , a 't'.•O . �t 2,1� ..y.� .4i. l t ` V t r sJ ��lV a Q t_ .q` `� a `' a t•A t1i a ' �`, r-� (- 41 BAKER __.T()R13E14SON-5 � ' P P S L SERVICE ' - \ , l y t - ( - - •- _ V - .Al' •'� "�-� • : yi•` : .'l t " f 1r 'l` �•J r-• y. 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N_ 134 8th ST. NE OCO ST. NE —104th AVE..SE) L ID 272 UAB R-1.105 (141 HUD wash 98 8th ST. N E STA. 2475 to STA. 25+60 STREET -LIGHTING DESIGNED J. N. S. APPROVED SHEET DRAWN G. A. 0. SCALE It' = 20, /17 CHECKED,1..5 DATE73 CONTRACT` N9. 73-01 73 STR• L46"4. SH-19 16 r IL tp 7, + tH z t? 4 E: D-GE 8th ST. N E SIDEWALK TREET-- E0aE'6_F_ SIW,- 4 AO r 5 EXPAN SION-JOIt _.Sj-QEW_ A LK_ js 11 xx a, -VSE D-I N Cx ROM SEALL 4q 'CONTRACTOR_ AND 'LIGHTIR(i 5TREET 0 TRENm. r_H"F0IZ_ AL. SERVICE. A U Z AT tQ M� El ECTRIC -WjJERE_.AVAILA13LE w 0 - Trp %rFF:__A THICKENED, it < __F0_ - _EDGE. R SIVEW^LK. 2! 4!1 4 4r to 311 to TYPICAL DETAIL OF -FOR 15HED COKUVIT _CotAPARIES J4 4" 4" 6 24" 24 3 .. .. . .. . .. . .. . .. .. 0 WWD z e�.. � I ♦,V.�o, . �� r wI I� <( LA HARVEY RD. NE - '7 19 4 v w 7 U 1K •A1q <1 IX NE HARVEY RDIR P 91 t A 1p CAI 44- V a 71 LEGEND NEW ELECTRIC CABLE VAULT a a Via` ..UTILITY POLE �- " �; Q`Q EXIST ELECTRIC - CABLE 4 'v I / ....... .. .. .. .. .. ... ... A. 10 . .... .. I � - I I' I Z, _4Q III Ic 14( HARVEY RD NE r ., VAULT STATIONS VAULT. a STATION VAULT SIZE HOLE SIZE I STA. 3 +88 4-8 x 7'-011 x 70-011 5'- 8" A 8'- 0" x7- 6 '" ' '" !N t� l , - 2 STA. 4 +145-0x 9-0x 7-106- OxlooX6e x 4!-Ou 51 1 to DATE NO. REVISION BY 3 STA. 4 +14 4-Su x 4' -8"' '-� 8 x 5 -8 x 4' -60 9 4,-8" x 7'-0" x 41-811 5 1 :8 x 8' -� Oil x 51 -Ou 4. STA. 2 4 4 5 STA. 2- + 54 .5 Oil X, go - 091. X, 7 9 or# 6. oil X101-0 X CITY OF AUBURN is .2+59 4! 'a x 7' - Oil x 41- 8" 5'-8" x s'-O" x 5'-CP AUBURN WASHINGTON 6 STA I it If STA. 8 60 4 1-11 8 x 4 1-8 to x 4-0 it .5 -IF 8!1 x 5' 811 X 416N1ST 1mp.N2IV4 x- 71-0 x 7 0 5-8" x 8" 0" 8- STA. 11 + 61 V-8" x *,5'-8:' x 4'7 611, 18th STMEM"ST NE-104th AVE. SE) 9 STA. 144 40 41 8" x 4! 5" x 4l-OI LID272 UAB 8-1-105(14) . HUD wash 98 10 STA. 17 4 17 4! -r8ll x.71 -ON x 4'-Op 51-8" x 8!-On x 4'-6" 11' It 1- 11 11 STA.17+43 4! �.- le x 7'-w x 4! ON 5 e X'8! -0 X 4 6 jw UNDERGROUNDING 12 STA. 1 +00 4! -8 so x 41 _ON 8)t 41-011 5141 it 5# -848 41 6" Intersection 31�. Opt x 31 -oil x 2! 6 It 8th ST. NE a HARVEY RD. 13 STA, 2+ 60 2&-611 x 2@..- roll x 21- 011 14 STA. 1343 8 2'- 6 so x ?-'.- 6" x 2!-0" 31' oil x 3'- Or x 2! -r 6" DESIGNED 1 3 X4.5 APPROVE SHEET 9 124 IL ------ DRAWN 0. A. O. SCALE 111 = 20, At CHECKED N�It.I DATE JAN.24,1973 CONTRACT, NQ 73-01 rR, . . . . . . . . . . . . . . . . . . . . ......... LP 4 I • A y ' _ �, 1 c7 , , �•, ,; ; • is 1 - � •, , , �* a b �' / �', • ` a�7 -' -? ' �► ' ' ^ e' ^ � 4 ' ^ l..... �� •;,,,� Q. , .�•�y.+... 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Qr ,.•0't� Q.4 .'4 a'41 •0 La 4 `• �a a.• a , v • —low Y ✓ A - • • J •� - / ,y.1 terel1 `/ 9,✓4tl�tlll� a4'Qvva��•Qt a•Qvdt•� •-LQhta 9ir'•fyl. a.7✓ ( .._ -.. G� "w�.L'.iti:w.,. •+ i,i17%�'iP1riS:i*..irl �� si�,F:a�:-.,...3�i�"`� 1�.M f `dZ.:.'i.r'��y�.''"i *_;:... iwe'� � l . -� .-'.e. .:t-.'i .'_.. '... - •_r.'_�:��,!.?l '^ .,h.-i!-ii . aC:}T�� i i.:".aas.�.-=i •• ad;+- !�,�� - �L a a 0 0 -o 320th ST. SE � t }3 .' ..�.�a. '� �*�y ..'_.��^�r _�t��:."�.�:.Y➢r :�°.:,�__ ��tii::isti�.r, +:4�,1`'al�iiilf •if�uf�.t '�.. •�:... 'r.�>.. ti :3: _'r. DATE NO. 0EVISION BY CITY' OF. AUBURN AUBURN WASHINGTON ST. IMP. Ng 134 8th ST, NE ST. NE-104th'. AVE. SEA LID 272 UAB 8.1-105 (14) HUD, wash 98 UNDERGROUNDING . . 8th ST. N E STA. 2t75 to STA. 25+60 DESIGNED J. R_.S. APPROVEDSHEET ' DRAWN 0. A. 0. SCALE .1 ` 20' , 9 CHECKED .1'Z..,1 DATE JAN.24, 1973 Ag e 0 T >r,. "04IN j 3-01 OUT F-u ■® tIl N - p ,UI _ to CD ED �JcD -1u ZF--1 ljlV) W� y W W W�1� WOu W to W-X! 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HEAD 1 AT2 I N;N /I ; a , 3: Q.� r cJ p °r O _ a� 0 ; da'-� �� d m�1140 ��m �' ce m Q m t- �' CC 4 Q 9L oc °[ Q tt a o O We4ED W�; � W°�w`n w vW 0 wo wh W�u, r0 ut°w�ul tf tu CC 0 WrWo WowW <Wgc a � � GROUND $USS i W2a ut= v0EL v) 06v,a. �.��.s v►.��0. <bj v�v� W < 0 < v__ S1Lto =W -,*!t!=0 =uj W (j =41=0 W3tu TWi0 TW W W a0 a a� J a pap a. o o. - a a a o a n n. � a s Q- a n. ta a ki I ,t Ll f I� , I �0 •ar �`0 nil Nlsn �;�; r�rir n�n n n r'n� iq h '�MGM Q �I 1 "r4 itA �0� to (01 t �W (U � (U q o(ltQ �1 I a0 } i 1. n r n sA � : l I � � —L 1RmIi mc� m m' EIS m� Q �D3 �mceo m3 1 3333.13.1 33333333� I r ce co as a� �y t� � 3 a I I I TO A E L. l I COM MQ N 5 % SH1ELD5 SPP?E 5 CONDUCTOR CABLE o R 65I —0 65z � 4 653 ww R A � — co 656 REMOTE DETECTOR CA13IN T i s6 B o e AC 4- AC - I 86 R e 0 DET. 0VTPVT W 130, PI- A 5 E Bz Q_ a=a DET. OUTPUT W Br, PHASE 132 88 Cl e 6 DET.OVTPVT_ W51 3, PWASE BTZ 00 LOOPSB2- I LOOPS B-L LOOPS BTz N867- 886 19, 6 887 9 6 JBtta HEAD"2,gT, HEAD'S. I HEAD"6As DO_NT_ 711 D4NT WA L I< L71 Z - WALK - COM 715 co --I I HEAD0►7oz HEAD VISAI DEFINITIONS V 14 A.W. 6 G Ct REEN O 10 A.W. G W \NMITE • CON NEC-r10N B F3LAC.14, • JUMPER R RED R i_ED A AM13ER O ORANGE r 6 REEK LVM. LVMINAIRE LC LIGHTED CURB com. COMMON P.P•$. PEDESTRIAN PV514 J 13 JUNCTION BOX 13uTTON R 651 - R R O 652 A 0 Ct 6 S 3 Ct W,656 COM W HEND "IOaI HEAD'w9o1 HEAD'05 sTI vR- � LVI i OPTICOM DETECTOR B I P.P.S. - wt3 G 'wl3o gu wso 1 12 3 4 W[3I ffL131 Lf WBI 3 A I P. P. a r� m3 J1:3j'10 = �3 I Ai11 sc. wIRiN4 CHANCxE 5 o DATE NO REVISION BY CITY OF AUBURN AUBURN WASHINGTON ST. IMP. NQ. 134 Sth ST. N E K ST. N E -- l 4th AV E. S E) L.I.D. 272 UAS_8-1-105(14_HUD wash 98 SIGNAL WIRING ONE LINE ELECTRICAL DIAGRAM DESIGNED H.L.O. APPROVE04 SHEET DRAWN Cz.A.O• SCAL`_ 20/ CHECKED 0. DATE JAN.24, 1973 1 CONTRACT NQ. 73-0I 73 STR.2♦64 SH-22 .2.5C. y a i J:�o MATCH LIME 513 STA. 5+20 X,. I 1 I 1 I I I I SEE SHE:ET IZ .I 1 1 � " I - " I r I - " I � I I "EXISTNGE #TPOLE BAS3 'I 13 5L TS S1- B T5 POLE BASE #4 " PUSH BUTTC)N FOR WALK SIGNAL ' SL LD HEAVY DUTY 51014c1 R10 —4 P I LD P REI=LECTORIZED 9'xIZ"-TWO PACES `�� ' PP 5 I sZ 5 i Z'/z PIPE CAP LEGEND P.S.P. � L SERVICE TS r S '. . . HAND HOLE S L Co • P T � r SL 1'�4" PVC CONDUIT STREET LIGHTING "- POLE BA5F— P P I N '� _ EXISTING LD - I" PVC COt- [DUIT LOOP DETECTORS 2'/i�' PVC BELOW GA RDE(RIGID A50VE) PEov-SfR)NW PUSHBUTTON POLE - pp ' REE5 PUS" BUTTON ` 2 P - I" PVC CONDUIT • POWER MODEL 131►-FsaI-P I TS - 2'ii" PVC CONDUIT TRAFFIC 51GNAL , WITH POLE BRACKET LARGE JUNCTION BOX - Zx3' j — SMgLL JUvICTIOtJ BOX — 1"1"X 22"x lZ" ' -CONTROLLER CA6INCT 2/7," R1G1D CONDUIT SIDEWALK. GRADE 2'i7:' PVC CONDUIT 2'/7-" RIGID COUPLINC- OR ADAPTER 2X 5� P. P' P G� _APB \2 DATE N0. REViS10N 8Y CITY OF AUBURN AUBURN WASHINGTON ST. IMP. N - 134 8th ST. WE (K ST. NE-104th AVL SE) LID_272 UAB 8.1.10504)_HUD wash 98 8th ST. NE a HARVEY RD. INTERSECTION IGNAL a LIGHTING UNDERGROUND iDESIGNED H. L. O. APPR0VED of 10I G.A. O:-KR SCALE - jCHECKF , = DATE JAN.241 1973 CONTRACT- NA.73-01 13 STR 2+64 SH-23 0 0