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HOLES, .� j ROWS sk 12 O.L. 40 OF rn.�,N LINE. 4 2 Hoops @ 60,0.C. _ ; 60 12'. 12- CJNTINUOVS CONCRETE RJNG TO St/PPOR7' ,MANHOLE. DRY `JVEL to SCALE 7p = I- 0`a --6'� CLASS A' ASPHALT CONC•F 'TE /i EXIS r!.N!S OVERLIAY- 7 EX•i5Ti!`N6 CONCRETE CLASS GRAVEL BASE i /VEN✓PA V T _ /O' C XIST/NG EX/ST//V& ABOVE PIPE W r T H �� VARIES WASHED GRAVEL, j -- SACKFIL L FvR D.RH'NS �! l; T C C r' C l\ L r L D RA r N �J F E S L V T i k„i , "e' %�--—__""._'t'__. , .. � :i.r--... ----- -�`--------- f % l V - c"'. /$ ClLA5S 'AS,0,4AL 7- CONCKETE EXIST C� R6 f:'✓TTER - SL'A E = NO:wF_ - 0 .:; () CLASS A. ' A S P.N.S LT ^J•'VC R c7-E ./O 7-E-- r -- ^� 3O C/4'USNEQ •40cf! r5/ .,rvli'/y/� % r C''�L/P J YC IVC/ P'e-0 A.' U /F, _ T i -- - C 35 v;AFAVfl LEA E CLA. ) G -7 t 7T , ;&iC1lZ X' WY. 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SeWtic• Washington 98134 Coll 206, MA 2 5740 :I11 1 N1 It tit 1 i O�i �s p t l( fs ;i t• ;t X II i Note: Sign specifications !O. 6 7" U. C. - 8' L . C. - 8" car s. 24- Shield 16 )1'• r 22Yt'• Down Arrows 14 Yq" x 17 yV Cccked Arrow 6'- 0" ~ 10 6.. 6 6.. (6 T1 j. C r) V vv-. G rQ W Y TNRU COWL R16Hr Crt's ONLY _ t}+4TE N(3. RED c,1ti 8y CITY OF AUBURN AUBURN WASHINGTON ET_ CHANNELIZATION rco 5+ 1E� F N. ' lAAm*0VE0 % W. R S14EE3 AwN O.��C.� SCALE ECxEt� a R. K. _ J r .IYNE:. I947 AS BUILT DATE jj&r*'4 (p7 S11i 2S3 301- g I D 19S i I. t 0 Z o Z _-- t�rJ� 0 L4 `fQ0 0 Z Li 0 V-' J 4W LAJ iJ L Jd2 � 7- T - To i _L RF5 '! Neo/orene Sear/ A /5 ;; y Boy//asis 4 to 6 ffs//is/t •�' � i 4' S/ow -b/ew fuses 'sV A * '3O + r,ol-mino/ b/ocfs ��Orain holesvancho from inside e�c%sort -- BALLAST BOX DET.4/LS /t/ lorsr s..�opor/ cor/s Af/sc/i % !.r/ere s/ie// b/- .nser/�n9 end fi�ire�.y/7 hole i � bo/togs corner of fii/ore fr edd�rs9 1/rs�o Use A/o /6 /MO Y r.nr/ .issu/o%{ firtwre were wilh 'o AnoNed and sM�os owe s/s//id sloes rrosl;e� 1 intir'i /'ice/ere fir �isenyv�inor 6'o.nf.9h/_ j i�sl-/i,Ii/ corsr, .�►oio'ee' .n one /piece Con/.noon: c/ored co// I t �' - -- A-0.0" Yoc/see ocr/•/ic 00%stic (wea/hao". C /►coo/ yivs.Fs/r (%j's SKI Gor,Fi/ Ii teals/we/ /rpeJ w:/h ""01410a' en/ /'/on9st ~i0ri0/ /0 he .4sry dexzv - /o s�di f/a�s�es. H.s'f/i /l7on�e !o f/onyiJ /1%j' ~If 0" O1056-5V7, C/Dees SCf_ -f/ j Ltnytt7 /inside on /Yo1 saetice / 6 =0%Q' �esy/h oveA.es•re sure /o corer tl Ij (oreee//J 6 - /s/t � End 9os.ie/s to I j I( He��ed edge _ on-/e o os rtiew.s _ , i I AN ii _Cos/.noevs Ain�s Ae!/ecfoi Ape ele w.-/h it O' 11 Ai/'lector sap�so.t �e /ensue firtani /O �b y ! _' / E�sd .so..nte✓ %%scoee tabs /! ro�v.rtdi - ! for I —/ois.,o/.o%4�i iri/fi issgoreni Stiorlen beo/ A/fic/f osiisy AeiAe/ SPoceis lot rtPoired/ f' / �` 40ob/e �wssA►eY ssech.ns scriw� Ned SA03 /Y /* A/as ' i Nir/ictors ♦ ♦� rsM • �._ so^~.A c/•ems /3l Aiinfercin9 ; - -- F ` 1 " /o.,y /ns,isJ i L s / 1 /any J * ♦ 1 1 �+ s Az) O.""AA90, 4 e/ie.is ltPin►wary s, i 0 OF Conli/PeblNs (Dist _ p.ece l el�se7is0/ Aft no am end o/' /'iilors /oh t •. % (j��oer frr/t.re; A'i>rc�t t fern �/j �' fii/ore she// 6.-0 J t3J C/Loirne/ /olie/s /uisAis ,l tAv �'• 50 ten/eel cnd ewe/y end j i 1 ..l/6 s /r" Transrei ♦ s/o//ed hole (O 040 c%/ 310 $ /!- /0 r! o/eiss I M//1 ys .i/S/ /rp 6 /s (IJ 3/a" 35 " i Ce17 ts�s (long. /tad. no /1 3/6 steeps/iss stse/ pens A'noeA eel !oe :4" eni bof/os� ee�s%er <?i dpere%n� fists (6 ir�e'sJ ; r 6 Trpo nv/ ` .eesher I to 48 C M eb . S.."00 "'Aes*e (!) D..»�lie' /t � des ss /so /ts, 0~ e t ' Weld /o chape"e/ leech ♦ec% enI � one oI con/ice of /irty,-e X* Inc/.�o�e on one /ee,;e. !�i/ores AU07 orer/ierl/ (no gets /Aeis /S') 000 7j7/1/CW1110 !/�orescent /sisslp i CAMS tee 2 - /owrA . 5 C.#/s toe Loco% .n ce../er I of !ir/tire Sign SECTION — TYPICAL (o FOOT L►GMTING FIXTURE TYPE I Bride/ 3 %j`x 2 %jam r s/j L L B Coi7de//el ji," Rt9�d GoslFiled Fir v 1 i r h = #eiO4 / o /* b7 f*trsl sign on s/rest lure . 6%jf I- h/1 SO / 44% I OR Z. -- TUBE TYPE I FIXTURE I -TUBE A%LT. OR SUP `L L. o—o 0 0 0 0 {oo olot bo o,ot /lest A //if/ B I Service i'o/fo9e _ j FE I �----- I 1 0 0 do//asl box 1i: fifd3 I ► \ I I N /7 0`2/a/ A "/ 0 0 o Fig/e' tYirin9 I! i I ' t { I I I I f / - 4.4 MP #FIX rZIRES 2 - L AMR A-Ar7 1RE TYPICAL FlorrV 4'E WIRING D4 4GRAA/ TYPE It FIXTURE 0 0 0 0 N b:� b-� t r `0 0 0 0 . V_W s vrI tt try r I. The minimum length of a sign lighting assembly per sign shall be the width of the sign. The maximum ovanccLng of a sign lighting assem6IV shall be 90 on each vend of the sign. l or a total of 18 for both ands. ) Eight foot, six foot and four foot sign lighting fixtvro.s may be. used to comprise a sign lighting assembly. Z. Signs up to and including 4-O~ in heiglHt shall require. one, lamp per fixture. Signs exceeding 4�-6in height up to and ineludi.�g a;-e in height shall reguira two lamps per fixture Signs exc.etding 1;-6 in height shall require three lamps per fixture or an additional single lamp fixture, in conjunction with a two %comp fixture. If thee Contractor elects to install three lamp fixtures, de.ta►led shop drawings reflectiog fabrica- tion and malte.rial dataiis shall be submitted to the Enginae.r for approval. The. Engineers decision will be final. Typica1 Simon_ LqL h _ 1 ♦ � � I t I C-- 1- — — — — — — — — — — — — — — -#{— — — (L --- --- — MI NOTES 3 Where three lamp sign lighting fixtures are employed or where a combination of two lamps and one lamp are usa.d to conjunction with each other , the light from two of the, lamps shall be foc;.;sad on the upper portion of the sign, the light from one. lamp shall be focused on thelowtr portion of the sign. *4. Type I fixture. shall be fabricated of 0.64 clad 3005 1i-14 aluminum, unless otht,.rwisa indicated . Machine screw parts and lockwashers for fixture shall be aluminumr unless otherwise. indicated. *5. Rtfltc.tors shall be made of 0.0Z0+ (min.) thickness aluminum with speculate finish, and shall be 69" long. The finish shall be at least equivalent to that of Alcoa Attak type Z lighting sheet in degree of spe.cularit,< , corrosion and abrasion resis- tance and ease of cleaning. Reflectors shall be. easily ` ramoveable for cleaning without need for permanently dis' torting the ref lector shape. Acceptable ref lector material will be - W Alcoa Altak typo. I lighting shoat, or actual, (Z) Alcoa At -Lek type Z. lighting sheet, or equal, (5) MMylar+ plastic film with specular metallized backing bonded to sheet aluminum (Gynosy 1 or tqua l) . — — — — — -y — — -- —, 6. Machint scra.ws shall be S- 5L with nuts and lockwashers (txeept as noted )- �— — — — -- — — — — -- — — "7 Afttr fabrication metal parts shall be. thoroughly I cleaned and degreosed and time external surfaet shall be finished with not less than two coats of i aInfcrstatt Greener baked anamei , Type. I only. f ( f Z Min 6- itAaY Z min 4; Max - YRICAL r1X rZ1,fE INSTAL L .4 T/ON TYPE I Lor"P -- - - vrsen SECTION — TYPICAL LIGHTING FIXTURE — TYPE %- 60/r0/7/Zed U-Bo/t No -/hresd Coi7nec1ors cB Co.74vv/e/ TYPI r Cov7da/e/ - , % COv?d(//e/ Apo TA iType TB X veer set Tj►pico � %clret Di/o./ /yob slleei COn j4rt/1 Plunger 71 77/1/Cty/110� ` L o.�7P Efel.# My/or rtl'/etti.�of N LQ Conda/el -_a Ai9id cad CAL CONDUIT INSTALLATION TYPE II FIXTURE ItNCMES'I ' ( t1i I t { �'; i•�•t t � ' � � t �';� �..��.�. �`. 6 ant k�► its � ti �� �:}i ��= 5 �:�.,.,. ;,.�.,, sit ►': fit .y r. ► �C + w� t-��.lwf r=rr BALLAST NOTES Ballasts shall be rated 600 ma, service voltage, !t, shall be for two M lamp operation where possible Z Each ballast shall be fused with a 1V x f slow - blow gloss fuse, 5 amp for Z.- lamp ballasts and Zj amp for 1-lamp ballasts' 3 Fuse holders shall have insulation baise and straw terminals. 4. 0ailasts shall be, secured by S- 5Z machine screw studs, soldered to chassis with nuts and lockwashers' WIRING NOTES 01e cost olool000aocke/!s/ete L Wiring between ballast box F, fixture E. between fixtures shall be run in frigid cnd or larger. Cnd shall be secured to bracket arm using 4 galy' U- bolts. Z. All conductors to be. labelled as in Section zi` 3.0% The color coda used 7 by ballast mfgrs for lead identification / shall be contd. thru *It wir►ng between ballasts and lamps. S. Ballast enclosure to be fabricated Of the lama base metal as used in cnd. 1� shall be either 16 gauge gaivanita.d SOCKET DETAILS sttei or 060 thick GOGI- T6 aluminum. TYPE IL FIXTURE AS Bii1�T * Pertains to Type I fixture only. r-- N- Ty OP AUBURN STREET IMPROVEMENT No. -83 STORM SEWER PAVING AND CURB a GUTTER ' i F. W. P. aoc::Ei F. W. p i ^- EF O -r R *7 sr3 sH-10 L I D I �� I , I 2 S s a r- S. 61 M RO - I) a I 1 - If CH 1= S. Ss,,.;6ane S?,Ccf rail 2C6. Seattle, Wrshtngron 98134 Ma ? 57K 611 VIE E I t(l it I , oIl (6 IY A[ 19 S ► f a rn:l Vvtll# m4sloN NO. DTA IUD. AID IIIOMCT MD. sha" NO. s wwsa. I r F 6 \ i `o O / ' / \ 'I-,'� /11 G E/VERA L^NOTES - 1/ / C-88.30 \ `�SHEET- S-FOR TYP/C L RDWY- 8 RE O �-' U, S FOR POT WOR.0' S UMMA „SEC T/ONS. 2 3.. LOCAT/ONS OF EY/ST//VG lJT/L/T/ES. ARE �IPPROX/MATE SEE . S ECTiON 5.09 'AND S. /O OF C/Ty OFAU6UR/V STA/VOARD SPECs}T/ONS t?-MOVE EXIST CA TCN 8 /? S lNS , D RI V- /'A Y OPEN//YG S t4//LL BE ' S TA/fE0 /N TyE0Y_ TyE �-/✓G /VEER. ff 0 N c �-.-__ S_ STO.Q/1/ SEWER LOC�9T/pNS : Sh1OIpY/y O/(/ TyE pL ANS ARE P CONNECT GU TER .'LINE 8 A PR O.Y/1./A TES EXIST. / 1� F//VAL-LOCAT/ONOFA7A/y//OLES, C4TC STORM .�,EN✓ER PIPE' P/.�E, W/GG "�E STAKED FOR CONSTRUCT/O/✓ SBYJi f/E ENG/NEER. //V ROAD Gt/A ASP/yAL T CONCRETE. P.Q YEME/VT, G1//GL ,QE //VC-L UDED FOR CUR y EXCA l/qT/O/Y. !�/yERE SUC.�,/ iQEMO IiAL /S AL Q n t B f G O7 TER A YD ROADWA Y CONSTRUCT/ON /. P.C. 4+35.30 `� _ 7 MONUMENTS TO /3E//VSTALLEO AT L STi?EET /NTc�SEGT/ONS Z-OCAT/OIV TO BE HYC/TY E/YG/NEE /ST. LIGHT NIGH Q- b. 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FiSWM ST,4. /5fS7 TO STA. le o9 === W 0 R K Type 8"Dia I5"Dia IB"Dia 24"Dia St - Ite-, C.B. Piro Piro Pire Pipe 1.11 I COOS STA. Fa l .F. t .' . L. •-. l .! . =a rrr.ARKS �1 0+50 1' ,' R, Love Exist CB to new rater line, 2 1+10 7' LT C,r3, _ Conn Exist Sterr,. Setmr Pine 1448_271 RT C.P. _A 2+77 27' RT C.P. 5 3+12 27' LT C.P. 6 -I Q 2e' LTC P. 7 5466 53' RT ,', .11. -_ - - - _-- Exist /;N Install Pipe to South B P 6+17 27' LT C. 1 52 " - " - or See Sh t Irl for Details 9 6+17 27' RT C _P. 2 10 7+95 2r' L7 C P. I - 1 8+ 5L 27'RT C n._ 2 70 ---------- 12 9+44 27'LT C. P. 1 i 14 11497 27' LT C.E. 2 -- 15 I1+97 43' ^T C.R. 2 52 - --- I 113-f•50 27' LT-C.B.- -- -- -_ `-' - Remove Exist t i ng Catch 80$in _. 18 14t23 27' LT C.P. 2 See Detail Sht #1 CB 18 to `'- ----- 2I5 �.5 19 14+23 6E' RT C.B. 2 90 '- ' - ^ CR o CB_ 19 -_. 20 16t06 27' RT C.P. 2 See Detail -- - EXISTING i EXIST. /O ( NEW PAVT. 21 22 23 24 :5 1w,06 2;' Lf C.P. 2 - - I8+00 27' RT C.!?, 2 17+97 30, LT C•,P 1 57 19+80 10' - - i 177 188 172 _ __ __ - C©�I(3.fh CB-21 - _ " " C13 22 tp ce223 1 Sht f'2 L St Std Drwr� CB 22 to !'N 24 _.- VA ES _22' _LT _Dr_yrret3� 26 21400_ 2 PLC p _I16 __ __ 7 - ___$h; ft2,Sht�AS LQr_Spec_Prwg.li,ti_2i_.to.D'•7.25_. ... 27 , 21-FOO 27 RT C.C. 1 54 ! 25 to CB 26_ .. -- - -- �CB �. \\\�\��\ �/ 28 - - - , 24+00 27 LTC 9. 2 _ 27 t oC62 ------_ _..-.. `- 29 30 24400 27' RT C.B. 54 2 82 LTr P. - - -- -- -z 54 L.F, from CFt 28 to CB 29 o' Q• G• 31 26+90 2°' Dryt:ell I 10 _ Remove 3,Reset Exist C. C. �, -!' See Sht 1.'2 CD 32 to Drywell 33 STA. 98100 END OFLEFT r TYPEA'CURB� GUTTER CURBfGUTTERQY ' c ° ERS CURB) 7 HIS CO/VTRACT. O./S- CLASS B'ASPAIALT CONCRETE 0.30 CLASS X"ASPRALT CONCRETE 0. 30 CRUSI-lE0 ROCK C51,8""ANUS) TOP COURSE 0.35 GRAVEL BASE CLASS 'B: T YP/CAL R D W Y, SECT/O/V S CA L E NO NE FROM STA, 98.7/ TO 52+/0 A10 TE-: SEE SHEETS / Tf/RU 4 FOR LOCAT/O/V OF M. H AND C.B r 1 0 O'O oo A 7-Y10,_-:9' . 0. /S' CLA55 B'A'5PyALT CONCRETE CURB fGuTTE,Q 0. 30 CLASS X' ASPT/ALT CONCRETE, ` 0.30 CRU SHED ROCci(s/eM/iYUS ) TOP CO URSE 0.35 GRAVEL ;SASE CLf15S'S' NOTE: S/DEWAL/f TO T'yo/CAL 7RDWY SECT/oly . BE- RE/NOIiED A S D/RECTED B Y C/TY E/VG//VEEF?. SCAL 6- . NONE FROM STA." /4*00 TO STA. /5,,57 S U M M A R Y EX/ST_ CURB FG UTTER Type 8"Dia I5"Cia 18"Dia 24"Dia St Itcn C.P. Pipe Pipe Pipe Pine, 1111 COME STA. Ea I.F. L.F. L.F. L.F. Ea Fx'CARY,S 32 27+CO 27' LT C.P. 2 3C0 See Sht F2 CB 28 B 31 33 27+00 27' RT C.P.-2 54 See Sht ° I to CB 32 _3;4 0+00 2V__ RT C.�. 2 3oQ CE3_32� 2Ca_3� 35 30100 27' LT C.P. 1 54 CB 34 to CB 35 - - -- -- _36_-32-+4E3 21' RT Dry;�c;11�t. 20A S��Sh21f3 GB_3!r_to-_pr;�-re11 36 37 32+18 27' R7 33ZLIS 27' LTC C.C. 1 54-- C8 37 to CO 38 -- 39 32492 14' LT V. H. Adiust l,lt Cover to Finish Crado .. _ _ -- ---. _ ._. _- _39 33+12 15_' R7-- 39 33145 21' LT / 40 33+30 I'LT 2 110 See.DetailS-W P3-C-37-Lo-C©_•1041 334 . 1 83 CB 40 to CB 41 J 5 1 0 27' RT Dryti,. l l I 210 7 , CB 40 to D7, 42 - 43 35+50 27' RT C.P. 2 10 DC! 42 to C8 •13 1 44 35+50 27' LT C.P. 1 54 " CB 43 to CB 44 - - -- 4�i : 37+27 38' RT C.P. ,�'-- „ --- -- -- -- 37-+435' RTC E'. Remove Exist CB • .6 �i n---- , 46 3b 07' RT C.D. -- 2 254 " ---_- CB 43 to CB 45_ 47 38-+C4 27 .' C.C. _ 1 54 _ CB r'6 to_ CB_ 47 48 40+90 27' RT Or 1 I 285 brytell 4a fo CB <6 49 41-100 27' RTC P. --r 10 48 to CB 4r 50 1 Q 27--'_ LI C B 1- _ 12"n in " i7 CB 49 to CB 50 51 43.197 27RTC R. 2 297 CB 49 to CB 51 52 43-197 27' LT C.P. _ �• „ - �y CE3 51 t o_ CB 52 _ 53 4rIS0 27' RT Dry�ret I I -197 -_- -„ _ - --- CB 51 to Dr (53 Aa �� 4 � 5 46 CO 27 RT C.P. 2 Cr__- 93 to-CO-54- �5 46io0 27i Lf-1 L. 4 " "- CB F4 to CB 55 _. _ a _ �ii�� S- 6 - G 56 40�70 27'-€2T C B. � 2 I "_ _ " CB 54 -to CB_56 `� 57 37+12 IE' LT 1 H• Ad 7',!•, -^vers to Finish Grade -- G.T. a. 57 37+ 12 I E ' RT i t , t i - --- - v _ --- ------ - 1l0TE: -All stations are approximate and shall be verified by the Engineer. - I -58 48.00 TO 50+25 ADJUST M Hs. 59 /O -►88 20' RT. M H i 60 29-50 45 = 6" S. S. PIPE - RT �= e i ' t ADO-PLRP- CONC DRAY- PIPE - SLt T. F.W. P I COirRSf To CLA55 A, -F.w.P '1 61 •1*25 + TD 4835-LT.2- IAI S. S. MH 400'-8" PIPE 82-6"PIPE 9-8x6 TEES. pnTE N0 ( - 'REVISION _ 8y -j 6Z 2gf25- l7'- 6" S.S. PIPE -LT. CITY OR AUBURN } AUBURN. WASHINGTON PSH No. 5 WIDENING i Iv!Rici�"''- L.I.D.. No. 195 JfVI�II it f STREET IMPROVEMENT No. It a' i 2 DETAILS & WORK SUMMARY =_<`Se/QV"L 10, ,1/�,� OESIGNED M.E.TOLER APPROVED F, W. POE SHEET "•""` i DRA'NN D.C. KAISER SCALE : NONE � 6 ` -CHECKED F. W. POE DATE JUNE 12. 1967 is 67 sTR aS'3 SH-S' LID 1.9677,'F A A CURB RAISED ISLAND FQT /° a �. / cc, 0 / o \d O / I \ u y Yj / ` 1 >4 G, A,�/ o ' \ 0 , p <�.' /P. 0 "135.30 ' So 0 - \ �o , � \ / -POT 9-.98.70 /A\ P. C. 6-96-00 F'vire - / / •ram.\ \ % �n / i — /� C, d 0 0:1 0 10 0 150 0 it I X A,X C�r�o \ 0 1:7 (-7 DATE NO. REVISION BY ,� C7 cq, CITY OF AUBURN AUBURN 'WASHINGTON /9, PSH NO. 5,:WIDENIN �' 3a / 1D 'fr"f '. � L. I. D. : No. - 195 / �?o ---__ ��N ��. ��4y' 1 1 STREET IMPROVEMENT No. 83 CO "CHANNELIZATION c). � zd3. z/ DESIGNED F. W. P. APPROVED F. W. P. -I SHEET DRAWN D. C. K. SCALE HORZ. , I VER-T-1 50 ICHECKED J. R. K DATE '967 JUNE 12, 19671 -4- - - ------ --- LEA 7 4_ j A _-7: 7 _7 . .... .. U4 v DATE G -A .7- J 7 1 7 7 1. 1. 4-- 71, d, _ _ _ I } • —7 _T t a LW 7' - 'FlIE 7 S-rR az-3 -1 :PROF{L�� / 0 0 Z` -4'- i I rTl O .y \\\ 90 a /�•n / rf � 0 vc o 00 S 1D S\ ro n 4 4 5 � ♦vOO v O •I I O II o Q �L I 0 0bl — r36.65 S_ Tfi ."2 2 t QrN P I 00 010 ti 00 # 00 G \ v I { • 25-r00 c.� 00 I z Y L V V O O c .r p, .0. OIO D � y ✓� `/I o ow o �- 2 of I 22' 5221 y 00 o / O O r 1 I 30 00 G ' It 0 0 3 I t 00 o # 00 c knee h\ o , 'J �4k r 0 PLAN _ M STA. 31-90 See7= N ° 2 \ \ ZZ' / 22' i �30R I � y O 0o N \ ' I I 0o z 0 • o0 00 7 ( o C% o,;� Cl \;gyp 0.0 0 0 P f. i 00 0l0 M 0. n f 0 IA ot" 00 x a 00 010 STA.--93 * 90 - M N7 C\r\ \-\NE S c- -A N 2 4- 510 00 0 0 7 i 0 0 2Z' %!22 r 35+0o z VI s- 0 N 0 MAMA LIME 5II - S TA.'- -4 7+ 63.35 —0 . o , ' I'IXy— b ,, I IT T. S. 9-8 70.75. Er d 6e 0- n S� - ')tc�(�e Con-', C-� "\k on s 50+ 0 -50 5C(R LL .5 TA,S1+59.35 a r --- n C 0 N i I I / to 3 Bo/%tfr Neoprene Sea/ AC& Ba//as/s _ 4 to 6 Bo/%r/sS/ow-6/ow /uses ; 4 30" hlac/Px "Drain holes oaneh from irsslde el7claxal-e BALLAST BOX DETA/LS !Il Cori/ sap/oorf cords - Affoch /o firtvre a'she// br /isse/ling end th/ouyh hole its 6ollo/77 coffer o/' fir/u/� aa�o�in9 sfiop Use NO /6 /000 {! vinyl /istu/ofed Firfure wile wilfi knof/ed - eisd Jfo�os vnd s/OMPO' s/0,0 wolf it *� nsidi fiilaie /o/ dienyoyin9 card. Aoinfi hf dusl 1i hf cO✓er, mo/dead /is onP G/osed e ,iece Co �-.- „r s ..c y � y , .... ... �t/nuaut cell • : from % clear oc/r/.c plastic (weofher 4' heal 9oJ Fetr <%1"r /6)Goer Fef II . resistant fj oiJ with molded end /YonyeJ J.ini/or mole.-io/ to be ASTM al, - fo sin% f/on9eJ. iYidfh /f/anyt to f/onyeJ /1 %I- nolion D/O56-59r C/osr Se£-4/ Lersy/h /iiss/o'e on l'/o/ suilvice l 6 'O%B Zenylh odhes/re side to corer II II (opera//.) 6 /114 ", End 9of.fets to r II ''''d II ope//op o-r s/sowrs.. �ti II Gonf%nuous hin e Hemmed edge' .. II /9ef/ecto/ fo/ usi wifh . ::.. ..,.: i .. �....0-1 1.w.� � II ':, II Ref/ecto/ support 7. one /amp fir/u/e- /O /B "_ End mounfid /e%Jcope tobJ 3 reQuiredJ - _ " en for / /ampho/der with rseop/ene beat. A/loch usin osf-e /J f c/ad 3 S�OaC� (aJ rePai/edl 1" /e /o�nP 9 9 ' daub woJher rnoch/ise Jcrs�r. 003 11-/4 A/um- jl ♦ s L .:...,, _s• ♦ ` R y,. ,. r.aef/eG 3 Aeinfo/ci / � �pP P /J n ♦ O 2 , /any /issy rsJ. Ls (2 /ors J . "_ ;�+. , ,., s • � .. ,, 1 /T Jo led/ N'irewor � .- ,. � i �'•: 1. � �„ P 4 . diary, Cont/rsuoas (one �+r o�`--� j —[ t : ' / holes, ons o/ each ,niece) channel ` I�7 — of ersd o/' It? lchu/eJ 4 Future she// Jo (/tnylh 6 = 0 C-ho"J (31 rsrse/ /ofch hl" yes � /go 30 centers cnd e Gfs end. - /2-wide min 1 dW Z4-C. /0 C. ' Z 3//6 r % Tronsve/se s/olle z d hole. 6 YZ_ a/um-1 n//1 yo. A/S/ type (¢) 3/46 ho%a /n shell 6-D 35- s steel piss. 3 1: Centers (/an9itudiiso/% 3/6 stain/es Knocfouf for / cnd bo/tom c !ZJ Operotiis9 lobs 16 i✓idil - •" r� T e 3/6 s'/stoi (3J Dimpled /¢ d/oin hole.), one at !P n/ess steel nu/ (, ..oshei. W ¢8 C. to C. Srrsoofls edge- each end one of cersler of tiifure. ' ` e/ /ofGh � *�` /nc/ude on one /a/ssp futures. Weld to ehann Afar. orerl/ovet (no /eJs fhon /S')- *K�e Barrier t/pe ler/nina/ b/oc,(r, 727/Z/CiY/1410 f/uorescenl /amp. ¢ CA•is- for Z - /amp . 3 c.Fls. for /-/o/sso. Locole in cep ter of f x1".re. r C f~ f T 1(11U - T v o tI r n I j Sign v ...v LIGHTING - FIXTURE —TYPE I 9/Oc.4 3 %z 'x Z %2 ' x 5/6' L 9%2 I LB Condu/ef r 3 Gvs.Fefed ti 8 " BOr%S h = Vei9fif OF hi9heJf sign on structure. t Services Vo//o9e - 1—TUBE ' ALT. r�OR A SUP L. . TYPE IL FIXTURE 0 0 0 0 0 .0 o-n a,/ o 2 bvs by b-2 0 0 0 0 0 0 Bo/%sf A Ba/rasf B 1 I I Fi.././ Gi/ii•iiss 3 %Z" 6 %I Z 1m OR � Z �T'U�BE TYPE I FIXTURE r I "Firfure I o "� � I Firfure Term. Board I I Term. Board ` I 1 I I I 1--------� I-------J L-------I Z - L AMP Z-ArTZIR4C TYRICAL fl.MIIRE WIRING DIAGRAM - ' FIXTURE NOTES I• The. minimum length ' of �cL si n Ai htln assembl per sign shall 9. Y P 9 .. _..r 3. Where thr :�.. • M - ee lamp sign lighting fixtures •are employed- be,,the=width` of,. th¢ .sI n. The maximum overho►n of a sign g g li htin aseembl `;be 9 g where, a combination- of, two''lamps and .one lamp' are used g y°•shall on each e.nd of the, sign. (or a in conjunction with each 'other „ ,thelight from'two of : the. Eight ht footg`sixrfoot a„ d four foot":s► n lighting. 9 = gfixtures may lamps -shall be, focused on the upper portion of the sign; the. bused e. to comprise. o. sign lighting : assembly. light from on e lamp shall be focused on the lower portion 46­ of the sign.. 2. Signs ?up to and including , 4 0 ►n :height shall require - one.. lamer,per fixture.,:, Signs ` exceed►ng 4. _ O.a ►n h¢Ight:: up � to - and 4. Ty e, i;1 fixture. , shall be .fabricated of 0. 64- clad 3003: H-1 4 including 8-0 in'I, ha.ight shall require-1i-wo lamps per fixture- aluminum, unless otherwise ►ndicalted . Machine. screw parts g 9`, � g P; P Xoreannaddioonalhsingleh"shall'-require. threei!lam s er and ; lockwosha.rs for fix}ure_ sha 11 ba aluminum unless w fixture :lamp „_fixture' InMrvconjunC_tion a otherwise indiea ted. � with a ,twp '. lam fixture.. - If,;•thz':Contractor 'elec}s to install - P three 1 am detailed shop drawings '' � „ r.',,- :a.�.... 5. Reflectors, shall ` be mad¢ of 0.020 (min.) fbickness aluminum _fixtures refle-ting.'fabrica- t►on and material details shall be submitted 'to. }he Engineer with;,specular finish, and shall'.be;:69�=Ion Tha.'finish sha 1 _ 9 ,. 1 for approval. The Engineers decision will be final• be al: least ?e uivalent } q o ,that of .„ Alcoa Alzak t,(pa- r Z`, lighting sheet in degree` sof,specularity ,":corrosion' andabrasion' resin- 'of� tance': and easQ_ cleaning.' A Reflectors shall 'ba. easily ' removeable. for cleaning' without . need for ; permanently; toning th¢ ref l~ ` ector :shape. ;Acceptable,: reflectors material.,will be (1):; Alcoa +Al'tak`, type. 1''lighting:sh'ec t," or`equal,'; (Z) `Alcoa Alzak :,type. ,Z lighting sheet, ' or`equal, ; (3) 'My tar'. plastic- film P T iccx1 ' Si ' Len-}h .., with spec-ular�metaIh-Le-d backing bonded }o sheet aluminum Q _ n - (Dynast' 1 or equal) G. Machina.' screws shall be- B-3Z with nuts and . : lockaewshy-rs �xca_pt' as noted ). - - L-� — — — — i- After, fabrication — — — — — _yam _ _ — — — — — _ — — — ,metal parts' sha 11 ' be : thoroughly - cleaned and de9 reased .and, the external.'surface :. j sha I ' be finished ' with no}:lass r'than: }wo ;coats of I Interstate 'Gre.Qn7 baked enamel , Typo. I only. � I B A L L kST NOTES I Ba llasts' at lasts se hall' brated =BOO ma, service voltage , Ir, shall be. for two (Z) lamp operation who-ra. --- .:I possible. — _ ---- — — — --- — — — — — — --..Ut--- --- �1 — — — — — — — — — — — — Z..Each, ballast shall befusQd with a I+x 1= slow- .. 4 Z" Min ,.� �'3/"f,'i blow a 1 ss u e f s 3 a - g mp for' Z lamp ballasts ,and for -lamp 4 9 id cnd. min• Z Mina.Zi amp I ballasts. Co Max. . �Max. 3. Fuse holders; shall have insulation base and TYP/CAL f/.YTU!'E - INSTA L L A T/ON screw terminals TYPE' 1 s 's,shall be secu 4. Ballast red by ' 13- 3Z. machine, screw studs, • soldered to cha ssis with nuts and lockwashers: WIRING IN OT E S Div cost ny sockef gt~Cover ;xure - - between fixtures shall -be. run in 4,rigid See Typical cnd: or larger. Cnd.'shall ba 'secured SOC*.&I Defai/ 71T/Z/C`Y/yp ,. `- -F to bracko t. arm using 4 gaiv. U- bolts. L orn a _ zrY :.0 gyp' ! ` -Hub Z. All conductors'.to;be.!•labeled,as In`.; Section i7� 3 08 Th I d a ,co or co a. used �Luminaire b ballast mf rs:,~,for ; lead identification Lame G r e a- n Eyvi va/en / fo / y ' , g shall be. contd.,thru all wiring between My/or ref/ecfin9 4 ballasts and lamps. SECTION - ,"TYPICAL Surface. LIGHTING FIXTURE - TYPE II. Boo/ 3. Ballast a_nclosure'�jo'6 e, fabricated .- of the same base mortal as used in;'end.' shall be either 16'gaugn. galvanite.d SOCKET.*; DETAILS steel or .0S0 thick GOGI-T6 aluminum. TYPE .11. FIXTURE Pertains to Typo. I fixture. only. %" Ga/vonii�d 1-1-Ball * No -thread Connectors L B Condu/el 1 3/Q Ri9ia' Cnd I LB Condu/ef # COndWel Condulef %" Type TA Type TB TYPICAL"CONDUI ... , •,�,k-:�..r�, T�'INSTALLATION TYPE IL FIXTURE A$., BUILT DATE ram' i�Oe(ZI C K ! III �Q2/' A 1 c�., rt DATE N0: >' REVISION BY CITY: OF..,�AUBURN 'AUBURN:6, .4?6VASHINGTON ' P_SH ` No. 5 -�� WIDENING . .,, U. I.D.,iNo. 195', STRE_ET�IMPROVEMENT A-o.83 STORM ,. SEWER PAVING: AND CURB -a'.GUTTER' yam: ` R DESIGNED .' F. W. P. APPROVED F. W. ' P : SHEET,: SCALE.' ; . CHECKED DATE JUNE 12, ' 1967 i (aT STR Asa 'SH-/o t 0 z 0 0 U/) I— .e( 0 ZF Z U LAJ LL_ Lj LLJ LLJ LL_ ii _T � In F- LL "S RFB ;4 7 Neoprene Teal /_2 4 lo 6 slow-hlopv lez-fes ti l i4 = 30 0 DrZrin hOle-f ^Vnehe from 117SIOe e. - BALLAST Box DEr.411-s 'f oddityshoo Use NO 145 knoffed tad .stops and s/olfed slop washer inside !ir/uri !or d -17 CVrd 141 over, molded ire one �oieet CosJ.nuous c"o-fea" cell (&veL71he,- 4"heal yosftfs "%I"' ,W) "a"A-1-1 II f-4-SISIOW1 *Y./h 177014Y'ea' molelval lo he 4S7M -V olesl fo Jla'e '01 nation olos6 - 59r cla" SCE-4/yd- /a I -ell '.V//y 61i7sli7le on /14y/ seze/1-ree J 6 _r,-,:Ke to cord-,r. II II (arel-,711) 6 I-Y14 S.'7,Y' 94r_r1fe1_f /0 HeConfi��rovs hen ,77177e0" e a�;re 1Y_T _r,+0W.17 if 1 pp017e ACYI�7.0 /0� �18 -n End mov/7/d-a' li /ahs f%-e"'7d' Aav""ah 'ald Ar/,/A ,?eool e., 7 Voch asIlly 0 -5h 'le S100'CeAr 117S "'61' /,707,0 boo/. 1 �41 _q'rr*d do NO was Y I 1 11 /0":y /h'e7j. ep r, o/' halts, onez7/ &CrC,';F e.,7,:l ol' 41 1Z' h "&C*o 1'3).1oe,- 1%rlvee) o 6 0 hint'' 30 ce�71el-s' 'C"6' 0.,-7a, 1 'Z "Wfol 7, e /77//7 z slollea, bole. 10 040 clerol 3 -14 0) C"balyl7dl 11211C A� ,714— ) WIZ _qcr- 41SI IVpe 6 iX,, (4) 31,- 170le-5 /�17 xhell 0 -35 316 s1,71171e5s - Irnockoell /0/- -314 cl7o. hollv,77 c&171e,-- 4Z) 0joe1-o,11;rq /krbs 16 - w/'&71&*) (3) Dimpled a0i 446 7C /o C. Se77001h %4 -116 sleel /7&/ 4 washer. wela, /o C/7er'7'7.r/ hrlely • eoch el7t.V '47 017e 0`1 Ce/71e,- 0/' udt on 17,76' /amp fir/arts. tiler oeerl,-zriyel less lha,, /f Bonierlroo- /e/-"7.,/7cy/ black, AFYY 727121CPY1110 1*1,vore_fCe."71 /--I- C.+Ar- for Z-/cw"'o. 3 Ckl-r. for ol* Sign Sign 6,-Or-kel 21//2',r 5116' L Z yz LB C0170'Zllel - -150//S h = Ile g/7 on S11-41CIZII-e. SECTION TYPICAL Gp: FOOT .LIGHTING FIXTURE —TYPE I I -3 .I OR Z --TUBE TYPE I 'FIXTURE 0 0 0 0 0 0 47,17 47-1 17. z h-17 by b-Z 0 0 0 0 0 0 I -TUBE XLT.::OR - "SUP I L. . TYPE. IL FIXTURE Ballasl A 0 0 '0 Ba'lla'sl '60.r 17 a-17 0-/ 0 0 0 fern 600rds _j 0 0 C: 0 L/V n!' a,, 2 0 0 0 0 0 0 "Clehl wl�-,il7y 0 0 0 0 A( bw b-/ h -2 0 Term. Board Term. Board I I _j 2 ZA AIP A-Ar TZIRC TYPICAL FIXTURE WIRING DIAGRAM hI Q— SECTION .7TYPICAL LIGHTING FIXTURE --TYPE IL -FIXTURE I. The. Minimum lencalh of a, -'%q'n lighting., Qsse-mbly per sic .3n she II be the width -of j-hi;L sic I The. maximum overhang of a, sign lighting assembly shall be 9' on QcLr-h Qnd of the. sign. ( or a total of for both ends. ) 11 1 1 Eight foot, six foot and four foot sign ligh ting fixtures rncx-( be. used to -comprise. a sign lighting assembly. t Z. 'Signs up to end including , 4%b"ikri height shall I one, lam p '. per fixture. Signs exceeding 4:-b"jn height up'+o and including shcL11 require" two lamps ,per jixture. Signs exc_Qeding12;-d^,:;in height shall'rectuire, three. ;lamps -:per fixture. -or an-.odditional single,lamp; jixture, in n conjunction With a',two �lmrnp fixture If jh2. Contractor Ielects i' f a install three lamp fixtures ,''detailed. -shop drawings re-f I 9-c-t i nq fabrica. tlonand mmtctr-scil details shall be submitted to. the F-ncjinQ.Qr for approval The. 'Engineers decision will be final. TviDical Sion Length F— ---F -- _j 81 Maw 011 1 NOTES 3. Where fhr'e.C'L lamp sign 119htil"(3.fixtures'are employ or.,.,, where a comb I nation of i-wo Aamps and one. lam'p' arg. used in conjunction with ,each other, the, light from two of, the. lamps shall be. for -used on the upper portion of the sign, the. light from one lamp shall ba. focused an the, lower portion Of the -sign. * 4. Type, I fixture. shall 11 be fa6ricoied'of O.(64:"claid 5003'J­1-14 aluminum, unlq.-.5 o`VhQrw'k5cL indicated. Mac-hine screw parts and lockwashars for fi%kure shall ba. aluminum unless otherwise. indicated. * 5. Rqfl9_ctor5, shall 6e.made of 0-0Z0_ (m'in.) thickness alumlnum,,i> with -_-.,pec_ular.Lfin1sh, and shall �be. Gq" long',_Thefinish 'shall be at least " equivalent to that of Alcoa Al-LakEtype 'z'lighting sheet In degree. of spa-c-uloritX, corrosion and llabrasion. resis- tance, and ease. of - clean Ing_: Ref lectors L shall be, easily _ re,moveabilecj , for 1'c%eanin'wiVhouf need f orpermanently totting the reflector ector � -shape.. Acce_pta6liz. reflector' material wilt be (1) Alcoa At -Lek typti. I lighting 5hcLet,"or.q.%uals:'.(7-),"Alcoa Alzak type. Z. lighting sheet, or eclual, (3) "Mylar' plastic- film with spiz-cular. metallized backing bonded to she_q_j alumInum t wynasx 1 or equci I j 6. MachlnQ_r screws shall be B-57 with nuts and lockwa%hers (except as noted -T. After : fabrication metal partsshall be .thoroughly r-liz.anc-d and degreased and the external surface. shall be fini-shed with 'not less than two coats of Interstatz. Green* baked ename.1, Type 'L only. BALLAST NOTES I. Ballasts shall be rated BOO me, service. voltage, � shall be for two U) lamp operation who_re, Possible. Z. Each „ballast --------- a QL ",fused with a I4 4 X slow L5 blow glass fuse., 3 amp for Z- lamp ballasts and Z" Min. C171Y /77/". Min. Z-L amp for 1-jamp ballasts. '�--3j4'/p,9,d C; Max. Max. 3. Fuse, holclars shall have. Insulation base, and -Ai, kJ'7 screw terminals. 7YPIC,41— FIX r11t9E,' INS T4 L L A T/ 0 N TYPE 1 4- Ballasts -shall be, secured by 8-3?_ machine, sc'r'qw -studs ' soldered to chassiswith nuts and lockwashQrs. VY I K I N 1,3 N U V t. Z) 01e, casl zrS socket'010le I. Wiring between ballast'jbox'l� fixtura. F, between fixture-s shall be run in -'*: ric -4 '31d C111d. or larger. Cnd. shall be secured :.4ef Defog/ to bracket arm using 7Z 77121C,�Ylllo 4 _I: galv. U-bolts. Hub Z. All conductors to be. :labeled' as in Section '7713.OS. The color code, used by, ballast mfcjrs.jor lead identification . .. 1 '1% shall be contd.thru all wiring between My/or4- ballasts and lamps. Bo g- Ballast eric-losure, ,to be, ,fabricated of the same bass. metal a_ s used In'r-nd. F. Shall bQ. either ir, gougm cjalvarti-Lo-d SC)CKET'DETAILS steel or .0160 thick GOGI-Trc, aluminum. TYPE IL FIXTURE `—i -- ----- --- — ---- n Rigid C170' � No -thread Connectors ° LB Condulef L3 Cozdalel C0170'alel eoalalel C'7 7'r'V& 7'A 7yv' e TB TYPICAL 'CONDUIT INSTALLATION TYPE IL FIXTURE, Pertains to T,(pcL I fixture only. AS BUILT ,-. (' ­.: 6 0)] DATE NO. REVISION BY ,DATE _j CITY I OF AUBURN AUBURN:, ,,-,'-LWASH1NGT0N `�1,....__ _ PSH -No.115 *,WIDENING L. 1. D. No. '� 19 5,�' --IMPROVEMENT'No. 83 STREET STORM- SEWER PAVING AND,jCURB a,'•GUTTER DESIGNED F. W. P. APPROVED F. W.-P.�. ;SHEET DRAWN SCALE CHECKED DATE JUNE 12, 1967 G7 ST R 9,5-3 SH /0 67 -STFI A513 SH-11 GEAIE19AL NOTES A SEE SAICET 5 FOR W01'FK SUMMARY SF - I.E. 36C SHEET S FOR TYPICAL R-DWY SECT101V,S. 3. L 0 C A 770 IVS 0A' Z-11,9 T/AV & 7-1Z I 71E3 ARE APPROXIMATE Ot88.30 E &c5E SCC7101V c ry 5.09 A ND 5. /0 OF CITY c:),,c_AU84JR1V STANDARD 31067CIFICA T10A1,9, 0 4 DR111CWAY 0,PZW/1YrzS W11-Z 85 S7_AA'L4_D 9Y 011 T457, TO NEW GUTTER 1-c_11VAZ_ Z_ OCAT101V 01�1W41VI-101-ES (24 7-Cl-I e4SIIV,3y 0RYWfZ Z S, AIVID LINE (f / j MOVE EXIST CATCH S. STORIkI SEW,57RZ0C47101V\3 514710WIllOA17-1145',IDZ141V\541'?5 A 0 5AS INS I-DRR kV 'Z STA,,��,D C01Y,3TR1,11(27-101V THE f_1VG11VE6-8 CONNECT TO EXI�T P1,416 le- 6 &Y 711,5 \ >\ STORM SEWER 6 • 1�',FIWO 114 Z_ 0 �c-,4 S�PI114Z_ T COAIC 196- T,,f - PA llz�AAFIV 7- "11Z- Z IIVCZ ZID PIPE //V RO 4 D i Y 5-,rC A V4 77/ 01V k1171,5W45 SUCH R,,_cA0`0V,4L /3 RZ_PV1R,,Z,-4r) 5e /�` �v TF -/4? L 0 j`0,9 C&Rds�GL)7 .19AIVD POADWAY CO/VS7 -)CT101V 7 IS PV [Ij 7 A/01V611k1,fF_1V7_S TO 13�5_11VST4ZZeD 47-AZZ 37_/F�5,!E�T 11V7_z_r_R3eFC7_1,01V,3 \ \\�' 4 35.30 LC)CAT101V TO 667 EY C- TY f MGIAIEE TYPE Z ICB 421 96.00 3 /00. 7- 3 98.70 /_�T, LIGHT HIGH0 VOLTAGE Al eva. /06 AT tEXIST. Cl L L)G ipIFL U 71 d GUTTER - LEAVE cp C. YPE I CB / o SS I ~— 12 C-/ a sl TY E. I CB LEGEND (41 EXIST NEW \A V, /vEw A" GAS L I N E G w Tlypk u C5 6 <i)_ S S DATE NO. -lON 4!'CO3vc, SANITARY SEWER ----fit-- " ST �t _�L, Ixi " WATER LINE w C\i S S E X 1-5 T rXIST CURB STORM SEWER GUTTER -LEAVE COMNE C 7 TO ST- _ST CITY BASIN a T EXIST m H AUBURN CATCH POWER POLE WIGUY INV. OU T 80.3-7 -/ D3 0 —NEW CURB WATER METER 7 GUTTER (TY NEW INV. 8/.00 + 4 PAVEMENT CD, TYPE IT C5 C) P4 (J6 AT S PSH No. 5 WIDENING eA L.I.D. No. 19 5 101cy, Sloff IWAIV110LE I �STREET IMPROVEMENT. No. 83 10rov, 7- C-3 sey v. 10 <(, of WASjy S t a i / / 1 0o�14Q i� STORM SEWER H c) PAVING a CURB A14D GUTTER -_ 4 MATCH EXIST Dil F. W. P. APPROVED F. W. P. Cl &'GUTTER 01 AL DRAWN G. A. 0. ISCALE HFRJ. 1=50: V 110 FHECKED J. R. K. JUNE 12, 1967 L -Apt cq (y) 7E ILI) cyj �,b 0\ 06 C6 06 cd 7_1 r< lr."� i z 90 (10 t-H (33 90 QD Q3 103 00 00 ool— C) SO. I - 1- 0 04m8 9 6 OD 03 INV. 86;,04 INV4 64.667 80 _49 0. ......... . 1_7= _T -T-11-27 F 77 Li9f ON EXCAVATION 77 ------- 05, R/Iff EXCAVATION 64 C11. 10.51 EYCAVA IiI70 IN EXCI�VATI a/ Co. YI)s. /?/w TIO /26 C U. y N 70 i_--1 — - - -- — --- — - - --6 A6 L (y) /00 r I'_ .D + 0% 0 0) 6 436 (1) 0) 03 0 00 (3� C16 to OD 00 (6 1z 03 00 OD (Z CC) 0) T C111 90 ,6 90 7 '< I ------ --::- L� 100 7 -0 aJ lrr� Q0 . . . . . . . . . . . . c) H,00 C ao Ill OFILE so U- L EEL Ca zj0z 70 .. . ... 70 cvj c\I cn C) (ID -J 0) _- i 4� —,go m cm, ; 0 D 00 o D 00 D Cal d CD =DCD i 90 4 CID co v a -1 66 80 0 //,IV. 82.59 INV 83.13 80 INi C) 0 0 0 <3 0 0 �0 ON ch c%4 C) V-1 (h N CID a) C) 4A 7 70 0 0400 /400 2-00 3-or) 4-00 5�00 6-00 7+00 5 �00._ 900 /0-00 //*l 12+00 13400 15-*00 16-00 rL/kTE i, PLAN -PROFILE IL.i 40E i & ESSER CO. ID 19 407008 ALSANENEOTnACIN.oA'11, ,,5 -7// 74� Xi LLJ 4& M 1IvG CURB 0 iSk4. 31 HO No X A37 e, TYPE TYPE CB REMOVE0 (3 30 S T SEWER EXISTIiiii PAIJ7 bldc�- 60 - ----- CA + L3 Ju'vcrl'oliv 2 Pi EX15T 7 -3 _r" SIDE Ii ST s- C, 62 ,4 AT SOUTH ��_ /� o ucr 26 T S Y E H C3 3 T ST- s TYPE Ni T Acw—c 4" c? 0 ............. C 0 0 TYPE t d,,6/wmI1vi N Z 2-4, 'N c-, �v tr 6 SHLDR. 18"CEDA REE 8'PROP LINE TO FA CC C 0 R 43 c L H C) Y y II /p,f A SIG 12" FIR T 1 1 ­ DqlV,5 7jqplFrW E E AU. i r� I _YP 'x2_0'C()1vC1 FIR G (7 0 BA11 li CURB �Gv 12 REMOVE 34;, s2 ( -; < t1o. I TYPE c 3 TYPE I C 0 OV Pj T. 20+ 79 76- 219 0 27 P.T. 16-t 33,80 23 12W14E TREE -REMOVE REE-i RocIr ri'&P T /T01V Glfl4 5Si TYPE U C5 , W2, "FIR TREE - REMOVE_, w D1111 o / AS T %j � , Is r- DATE NO. REVISION I BY %S% x DATE 6T]Y CITY OF AUBURN -: 19 1 .1 P ri" Ntf, C TON 0 PSH No. 5 WIDENING PC. 17,15 L.I.D. No. 195 �-- ,�����r�Rlcl(/�'L_ STREET STORM IMPROVEMENT SEWER No. 83 20 >1 PAVING S CURB AND GUTTER 0 DESIGNED F. W. P. APPROVEC F. W. P. 0 L #Pvp DRAWN G. A. O. SCALE H0RZ.'T,`=5q` [CHECKED J. R. K. PATE JUNE 12, 191067 J 110 _T T_ ON 04 - - Cal - - �,D 1—vy- : t _c!f /00 100 [y) �61 16 01 61 ::o . c) o 67 3 r 11) 673 ---------- O. -0-"19 6 90 IN v. 90 K8Z03 INV. 90.000 671 r �,,q // i i i 1 127 FT L EF T �OE WER CO, YDS. Rlw EXCAVAIION :b4 308 S.- iR� VV E'XCA NATION RIW F CAVA Tit, ON /9c) U. y 5. /1 vv E XCAVi c U. -912 cu. YD5. c f //0 IBM Lit) ly! ko N N -i C) 6 (y) oi! so 00 N -------- 100 CD 0% ON C) - - - 0 7 90 90 t PROFIL LLJ 0 7= -7 CD c cl- z z _j / 1/0 /0 co 0 ko 0", im N �DKy 0 (1) A-Ky 400 icy ph,Q) cq m Q\ L co 100 xv_ c\j 110 "0 11. ITT b-3 (h ciii .0o 6 7 --1%- - 0) 0% I Wit 961-42 S 0. 00 4!p 9.6 2-7 FT RI 6214 //v 111 94.110 90 5= O,0c)48 96 o1s__0.o04896 cL Q 90 t4) 14) LA Ln In it kn m tz" tin 14, --.:7 - Ul INV. QD It4vOin Q, 6 c; i 69.?1 0 c; ail Oil 04 C4 ONI ON 1 01, vi. 01%, 91 (N io� I + ry; 0) I V. T_ N + + F + + +1 + N G�i -- m m- aN 0 0 1 ffy + c, 4 NI NI N N cm m 18qoo 19�00 20+00 21-00 22,+00 23-00 24+00 25-00 26-00 2 7� 0 0 26400 29400 30+00 31-00 32-00 PLATE 1, PLAN-PROFILI. KEUFFEL & ESSER Cu, 487008 ALMANENE 1Fiiic'Nil PAPrR C ACE S/D E L4141-/i I«_ DATE5-(,-g DATE NO. REVISION — �BY CITY �` AUBURN PSH No. 6-WIDENING L. I. D. No. 19 5 -STREET IMPROVEMENT Ng:__83 STORM SEWER PAVING a CURB AND GUTTER DE ,NL;: F. W. P. 6aI I F. W. P. DRAWN G. A. 0. SCALE �HHERT CHECKED J. R. K. DATE JUNE 12 1967 ' I 120 1/0 100 120 //0 100 /20 110 100 PLAIE i, PL., t KEUFFE, 467008 ALBANENF-n,.o:.' M.ADr IN u., .. m T. S. 48+ 70, 7S- i` tea• � � G�" V EX/ST AH 99.47 0�` % i; 0 o Ili MATCH END Of EXIST. o S•C.50*/ MI / ry �I CURB 8 GUTTER 20.75L i / I w w --- ��• c. r. _ SEE SHEET 9 *3 DUIL, .M ,- / l c DATE NO. REVISIONS BY � CITY OF AUBURN A1_1R1_1R'N WASHINGTON PS No. 5 WIDENING L. I. D. No. 19 5 R.EE_T._IMP R Q_Y_EM_._E.NTA83 STORM SEWER PAVING 8i CURB AND GUTTER DESIGNEC F. 'W. P. APPROVED F. 'W. P. SHEET DRAWN G. A. 0. SCALE VERT,_� = 101. 4 CHECKED J. R. K. DATE JUNE 12, 1967 I) ¢! S O 0 — ti V Q - ; ---- -- -- — _ S3 54 0 -- -- * 4 w +00 7+00 98#00 99 00 0*00 51+00 52*00 1 44*00 45*00 '46 00 a �,7E I, L ' KFUWFFEFFEL o _._____ ._ .{B%OOB ALBANENH®TRRCIN4 PAPER MADE IN V.9... 25'-1" 6'4 CLASS " ASPHAI-T CONCRETE EXISTING OVERLAY EXISTING CONCRETE — CLASS B D G U 6RA1/EL BASE -STATE STD. MH WITH TOP ° `' ° ' L UN I T F, 4 �E MH d S PIPE BACKFILL TO !-p" 1 D D a 4 G o v c o NOTE ABOVE PIPE WITH G vD `C4 0 ; i ` , GROUND SHALL BE EXCAVATED WASHED GRAVEL, � L o �. TO OLD RIVER BED. DEPTH BACKFILL FOR DRAINS., G t; L r'°° `` L4` Do o°e'` C AND SETTING OF EACH D13Y WELL `cD', o °4` SHALL BE APPROVED BY INSPECTOR `PRIOR T'O INSTALLATION. e 1 E WASHED 3/4 "2' GRAVEL F �F rf, IN BOTTOM MANHOLE OG�% TO 6" BELOW INVERTob Hro_ srec,�a.. 0� -, •ap OF MAIN LINE, coc�0s" ao° .�,��. O O 0 2 - 5 t/OO PS Cz) 6" O.C. 12 ' UfZY WELL SCALE '/2,.° 1'-C)" NOTE: EX157- SIDEWAL K 7-4 BE REA-1OVEID AS DIRE-CTEU ,BY C1Ty of 71NCE5R. FROM ST, /S*S7 TO 9+BS FR'11M STA.9 *SBTO 2 7' IV,t:-W.Q.4VT. 10'EXIST, PA W1071-1 1141'?IES --- ES BOTTOM 2' PRECAST SECTION WITH 2" DIA, HOLES, 3 ROWS @ 12" D.C. 8" x 12" CONTINUOUS CONCRETE RING TO SUFFORT MANHOLE. E /. 0„ PERFORATE CONCRETE DRAIN PIPE SECTION SCALE = NONE F VARIE, _ 5 ---- EXIST CURB E G UT TER 27 s IO'E ISTINC VARIES EX1 S VARIE. O 0 G 4 'u � "4..4p 0U ° O �O.IS CLASS 8'ASPHALT CONCRETE EXIST CURD eGUTTEIR YPE%!'CURB¢GVT 0 .30 CLASS 'A' ASPHALT CONCRETE 30 CRUSHED ROCK (S/8'"M1NUS) TOP COURSE 0.35 GRAVEL BASE CLASS 1B1 TYI0/C,1L R'9,WY, S, C T/DN V T, SCA LE NONE FROM STA. 11+70 To STA. 13*50 ° TYPE A C'41R8 GUTTER 0 a °' /0'15-C'LASS L3'A3PIIALT CO 0,30 CLASS'A' ASPHALT C°01VCRETE — 0.30 CRUSA/ED ROcfrNUS) TOP COU�4'S E 0,35 GRAVEIL CASE CLASS ;B' --- T KIDICA L RDW Y• SEC T/ON SCALE /VOIVE FRO A/ STA. 29+2 9 70 STA. 33+00 A/OTE E+/ST S/Df W�ILKTD QE REMOVED AS D/ '5' TES vT Q Y TA/E C17 E/VGI/VEER F/S©M STA. /5+57 TO STA. /6+09 b 0 o o• CLASS L3' ASPHALT CONCRETE 9.30 CLASS 'A' ASPHALT CONCRETE 0,30 CRUSHED ROCK (S/8"M11VUS)7_0PCOURSE- 0.35 GRAVEL BASE CLASS ',3.' TYPE A' CURB F GUTTER TYPICAL RDWY. SECT/ON SCAL E NONE / R-/q" STA. O+DO TO STA. //t70 FROM STA. 15*57 TO STA. 29429 FROM STA. (33+00 To STA.48+71 2 7 --- VARIES �XISTIi VAR/ES n ,MIST. 10' NEW PAVT, TYPEA"CURBfGUTTER 3TA. 16f00 ENL) OFLEFTCURB£GUTTER 3Y T ERS CuRB,THIS CONTRACT. CLASS 81ASPAIALT C0NCRE-TE 0.3o CLASS X'ASPHALT CONCRETE O.30 CRUSHED /}OCKC518'M//✓US)TOPCOURSE- 0.35 GRAVEL SASE CLASS B:---_—.-__— - T YP/CAL R D W Y. SECTION ry� SCALE IVO NE FROM STA. 48471 TO 52+10 EXIS T SIDEWA 2 7' VARIES — -/VOTE. EXIST SIDEWAL K TO L3E RE/W0YE7,0 AS D IRE CTED ,B V C17-Y EIVG/1VEE/ . EXIST//VG V,4RIES 73'TIO 30' VARIES •d •,D V A C) 0 / FXrsT CURL-� Fc UTTER Z—TYF'E 9' O. /S- CLASS B'A5Ph•9LT CO/VCRE7-E CURB EGUTTE,Q O. 30 CLASS 'A' ASPI-IA LT CONCRETE CRUSHED R0CK(51e 1R1NUS) TOP COURSE - -0.35 ORAVEL =BASE C' -ASS `8 -NOTE: S10EWAL/4 70 7-YPICAL RDWY. SECTION BE REMOYEU AS DIRECTD-U SCAL E /VoNE L4 Y C17-Y ENGIIVEER. f_RON! STA, /9t00 TO STA. 15+57 W 0 R K S U M M A R Y Type 8 U 1i " N C Dia 15 Dia IS Dia 24 Dia ..t P' 1M1I Type 8"Dia 15"Dia 8"Dia 24"Dia St Item C.B. Pipe Pipe Pipe Pipe A% •gym C. B Pipe Pipe Pipe pe "ODE ST,4 Ea L.F. L.F. L.F. L.F. Ea REMARKS -- V CODE STA. Ea I_.F. L.F. L.F. L.F. Ea REMARKS --- - M E t CB t tt line 32 27-1-00 27' LT C.B. 2 300 See Sht #2 CB 28 8 31 OT 0 0 ove xis o new c_i er _ 2 1+10 27' .LT C.B Conn Exist Storm Sewer Pipe 3 1+48 27' RT C.B. - " ---- ---- _- 4 2+77 27' RT C.B."-_-- ---- 5 3+12 27' LT C.B. 6 5+00 29' LT C.B. it 7 5+86 53' RT A4.H. _ Exist MH Install Pipe to South 8_._6+17 271 LT C.B. 1 52 - - See Sht #I for Detai Is 6+17 _., 27' RT C.B. 2 10 -- 7+95 27' LT- C.B. -- 11 8+35 271RT C.B._.. 7 I � 12.._-.9+44 27' LT C.B. -2- ----- --- I ...-- "- --- ' 13 9+44 I 27__ RTC 8 �s —252 " 14 11+97 2`" LTC B. 2 15 11+97 43' 'T C.B. 2 --- - 52 16 13+50 27' L �.B. Remove Existing Catch Sastn 17 14+10 27' LT C.3. it 18 14+23 27' LT C.B �_ 2 _- 215 See Deta i I Sht # I. CB 18 t"' I'5 19 20 14+23 66' RT C.B. 2 90 " it CB o CB 19 ...-CB^I8 to CB 2_I__ 22 18+00 27' RT C.B. 2 " _ - " CB 20 to CB22 23 17497 30' LT -- C.B__- ---- 1_ ----- --188 - - -- . _ - " " CB 22_1y CB 23 24 19-+80 10' RT M.H. 1 ^57 _ 172 ,. I Sht #2 & St Std Drwcd CB 22 to MH 24 - rvwef 1 J-- . I Lam.._ _S_.h# #2_&._Sht_,#5_-_f..or Speo. Drwg MH _24 to DW 25 26 _20-93-�L 21+00 241. LTC,9,__- - _ _- _. 7 — ---- '° - _ _,_ DW 25 to CB 26 27 21-+00 27' RT C.B. 1 54 CB 27 to C1326 26 24+00 271. LT C.B. _-_2 " 29 24+00 27' RT C.B. 54 54 L.F. from CB 28 to CB 29 ?I 26I�0 2 '_ Drywell I /VD TE. 33 27-1-00 27' RT C.B. 2 54 See Sht #rill to CB 32 34_ 30+00 27' RT,C.S._._ 2--__-__._ _ _ 35 30+00 27' LTC B. 1...,_ _.54_________. CS 34 to CB 35_._ 36_, 32 �08 2� RT_Dr,YYYe_� 1�_L .____-.. _._.._-__.._. 20@__._..___ X"'•�r S,a�>�1� �3 �& 34 _to Dryw 37 32+18 27' RT C.B. ---�--54 2 - 38_ 32-118 27 , LT C.B.L _ -C6_37•_to CB 38 .. _.- 39 32+92 14' LT M.H. *�' .-_. _, __ .. .__..-.. Addust My_,Coversto Finish Grade 39 33-I-00 18' LT M. FI. - p - -- - " _ _ _ _ ° -- -- -- 39 _ ...... -- 33+12 15' -- RT M.H. - _.._ " ° 39 33-F45 211 LT Al " " 40 33`30 27'_ •_ C.B. 2 -_ I10_--___,_,-_._-___-_--_-_._ See Dgt,a- Sht #3L�7_.to CB 41 33 � 8' LT C.B. 1 83 to " CB 40 to CB 41._ 5-I-40 27' RT Dr we I I- ---Y 1 --- .__ ... 210 " _ " CB 40 to DW 42 43 ---._.- 35+50 27' RT C.B. DIY 42 to CB.43_ 44 35+50 27' LT C.B. 1 _ _ " - - - " CB 43 to CB 44 45 37+27 38' RT C.B. _ - _5_4 _ — " " Remove Exist. CB 37' a6 38.�6 RT C B_--CB - _. 43 to CB 46-- = 4.7 - 38+04 2771-,Ll C.B. I 54 " " CB 46 to CB 47 4 .8 40-+90 27T Dr 1 I 285 ---�—CB 46 49 41,-00 27T C.B. 10 " _ "12"Dia Drywall 48 to CB 49 T_C.B I " CB 49 to CB 50__-_ 51 43+97 27' P.T C.B.2 297 " - CB 49 to CB 51 52 43 97 27' LT C.B -- I 54 " " CB 51 to CB 52 _ - 53 -_-_. 45+90 27 1 .--_ RT _ Drywell i. - _ - _..__ _...__. II 1917 — „ _ CB 51 fo Dr we I I y 53 __—___ 54 46+00 27' RT C.B. 2 _ Drywell 53 to CB 54 CB 54 to CB 55 ------.-_.-27.1_--- CB 54 to ._ CB 56 t F h Gr de - -- -- - Remove & Reset Exist C. B, 57 37+12 _----- 1I H LT M.H. vers o inis a d,1 ___ _ 10 See Sht #2 CB 32 to Drywell 33 _____ !-_- 57 37+12 16' RT M.H NOTE: All stations are approximate and shall be verified by the Engineer. SEE _51Z-ZITS 0 THRU 4 F_OR I-OCAT101V OF M. IH A loo C. B 58 48 00 TO 50 25 ADJUST M Hs. _ 59 /O-ts8 20' l4T. MH 60 29+50 45= 6" 3. S, PIPE-RT w f7 T 1 CHAH6F CL�6" Lf VLLIN6 COURSL 7`O ClA55 AlA Fes. W.A. 61 14-r25- TO 48-r35 LT 2- IAI S,S. MH 400' 8" PIPE 82'-6"PIPE 9-8x6 TEES. DATe iso. i REvlslO;a ItiW`� 62 24 +2 5 / 7'- 6" S. S. PIPE - L T. PSH No. 5 WIDEIWIN(. r/.rrMA_ L.I.D. Noe 193 ofelr�FtICK iy - STREET IMPROVEMENT No. 83 14 w� of wASy, Z� k DETAILS & WORK SUMMARY ,, e• 6 UEsiGNL M.E.TOLER F, W.IDOE D.C. KAISER NONE F,W.PDIE JUNE 12„ 1967 I I \ \ /% / \ "A" CURB RAISED ISLA14D E.) POT Qt68-30 u 0 0 0 \ p j os 0 Q� X o n I \ V S / �� i ti 0 SCALEC= So' \ /�. °S 3 5. 3 0 s I 0 0 A� 0 0 u� 0 POT 9*9a.70 F. C. 6+96,00 0, F'i r e c2l 0 A jv 0 0 0 1 .--N / o ........ . .. ro 64' 0 0 - 0 X? 0 0— 0 IkJ. 0 0 —� 0 cf) rl) 01 t DATE REVISION BY A�/ ARCITY OF AUPI 19"' f.I - OT Z?i WAF� ZLj Q) 0 A CO/ Eis j.HNo. j WIDENING Q- kX N No. 83 0 191 19- xC INAS 301 STREET IMPROVEMENT 1'(,4 A) CHANNELIZATION k Q) 1XI Sc DESIGNED F. W. R APPROVE", F, W. P. %10/0 DRAWN D. C. K. SCALE HORZ. 1::= 50' ..... . VERT. I - / \ CHECKED J. R. K. JDATE JUNE 127 1967 T-- — -- -------- T - - --- ------- 7 --------- -4 E_ E_ -- - ----I --- —T I PLATE 1, PLAN -PROFILE H41--rE KEUFFEL & ESSER CO. 4670013 ALBAN ENE a TRACING, PAPER 2FJI, igI � r rrArAt - xa /U gay sk0.. ��. "D ti r\j 0 C U R B V (M + (9 RAISED ISLAND N -ET bcV �ONS. ') yp Tf?AFF)( CEIVTERS ZN C)7 SIGN 0j- DO NOT ENTER 20 C \> P T 204 79.75- _34 H. N2 C S �g \ V) I- 6 j C) Z4 1 . \�l L:-- I — lkr DATE ' NO. REVISION 4— A BY �v CITY OF AUBURN P. C. 17* 13. 85 AUBURN WASHINGTON P_Qw No F% winFNihir. A/ TEN ,"'-,'RICK -- lif 0� WAS.,,l 4t 0 A S"O N A L A i---. L. I. D. No. 19 5 STREET IMPROVEMENT No. 83_. CHANNELIZATION DESIGNED F. W. R APPROVED F. W. P SHEET DRAWN D. C. K. SCALE HORZ. 1 50 ERT_. I '-- I CHECKED J. R.. K,_ JDATE JUNE 12, 1967 --- ------- --- --- 7 - ----- ---- L --I-- _T_ 67- -sTR 42,J-4 POT 33-f07.47 0- G V, Ser A Q� POT 36+70.75 CD + Ck + Lo 0 m pilb' 5b (ZAV 0 0 F: -------- —0 --,0 0 0 0 1 0 0 0 �o C) � o ro 0-0 0 o o 00 �== 0 0 0-- T--o� ll kA a \1 ol \ Move C-ia✓. o \ � samms Imire STR DESIGNEI DRAWN CHECKEE g \ o �ry �z n h/ \ 1 +n o 1 1„ �UTORE BY! a0� (MAST ARM N�1 € oT//8Rs sTA- Sa50 ---- -- ---- �D Lj4.r OE DATE N0. REVISION ------ BY AX#�, i 01 Tt t - 9 k' Nofe: 5i n Specifications �/ k..77 'T J /0.67"U.C.- 8., L.C.- 8"Caps, CITY � AUBURN 0 0 J' �� h 24"" Shield. 16%z x 2P%2 Down Arrows. " ° \ +� QSH No. 5 WIQEPJINNG 0f 7 �t i�i Y4 X 17y9" Cocked Arrow ��iiiri��— 6 +F��o�R►W K w; _ L. I. D. No. 195 +�� STREET IMPROVEMENT No. 83 + . 1 of m 1, , n \ci �e G' O x ID' 6" G 0 x l0 6'" e z U SOUTH Howard Road ;_. �, CHANNELIZATION I� \ 2" Sfree-f S. E• ZPCfckerlsTv. 'ItIt+ t ✓� v vr) c 1 a w = .S/Oh AL E�`,�i� DESIGNEi F'. W. P. APPROVi_ F. W.. P. ,U THRU Win.., ONLY FIGHT ONLY ..�,{ � DRAWN D. C. K. SCALE HORZ, I;;= 501' — VERT. I = I I CHECKED J. R. K. DATF" JUNE 12, 1967 r I — -- ---- - -- — — — - - — — ---- ---- - -- — — - - I _. _ - - - -- — -- --- - --- ---- --- - — - _..-,- ---- -- ---- --- -- — -- - — ----- ---- ....-- -- _ . -- - - -- -- -- --- _ - - - - _ PLATE 1, PLAN-PRC)FII:E II 01 KEUFFEL S ESSER CD. —— - -- - ------ —. --- _ — _- - — - ----- - -- - -- _ _ __-------- -- - - - _----- _ —------- 48 7003 AlBANENE 7R s-3 s . s ..91fFl (�1 L• .4 Z vZ� 0�J� O I Q�0 Z�Z V t � gO� V-JWW Li- JLy�= 0 ry Z ~ F_0� S G. / /0 3 Ba//asfs ANeoore/7e Sea/ Ba//asAr �J 4 to 6 Ba//as/r S/ow-6/ow lases 30 �ermina/ b/oclrs U %"D,-ain h0/es ,0unch*d �J from ;ns;de enC/osl/re BALLAST BOX DET.4✓LS (1) CO✓er su000rf COrds A/loch /o fir/uie she// bl inserllny end lhrauyh hole /� bollom corner o/' fir/ure f� add:ny s/roo Use No /6 /000 K vinyl ii�su/a fed firlure w,re w:lh lino/%d erd sdo"os and staffed s/oo washer ine s:a'/ir/ure d /Or ditenyoyiny cor. Ra:nfi9hl odus/-/iy/i/ rover, molded in one P:eCe Conlinaaus closed ce// I s' from %B " c/ear acrx c P/osl:c (weather 4' heal gas Fefr (%2 x '3/6) . 6or Pe/ I I rests/arl /jPe) rrilh rr7o/ded end f/onyes similar material fo be ASTM desiy- - /o siv'e fYonyes. W:dlh /f/anye /o f/anyeJ /Z%IZ" nor/:on D/056-59T Class SCZ-4/ Leroy/h /insio'e on /Yaf surf2ace) 6 0log_: Zernylh adhesive side /o cover. (Duero//J 6 /3/4 o -. En' goskels /o if if Hemmed edge over/oP os shown ll ��ti II ConfinuouJ hinge Reflector for are with ) II �I II RefYeclor suPPor/ one lame fir/are. ,\ /O �B/End moan/id /e%scone tabs (3 rsQuiredJ. ---- ` for / /' /amoho/der rr/fh neoorCne 5hor/er, bool. Affoch usrrsy gos fe/ S,oacers (as repaired) daub/e /o?'P _ /woshel mochii�e scrow. clad 3003 1,f-/4 4/um. /_ _. � / SuPPorf cA;os 0 (3) f%inlorcin9 / Ref/ecfors / �`, * r Lt (2�/on9J F� `4%�i� it .� c' /zJ DiinP/ed �"drais Con/.nuous (one __� iYirewa hales, one a/ each Piece) channel a `� ap� (3)�oer firlure)! Knacko l for s/4- �, Fixlure she//(/en9fh 6 O J (3J Chonne/ /ofch hinges /B' 30 eenlert cnd e ch end (2 wide min) 24 C /o C. 2 3//(, r %z Tionsverse sfofled hole. (0 040 clod 3003 /f-14 6 %" alum.) n'//Zya. A/SI lvoe \� - (4) 3le" holes in shelf 6V 35 3/6 sla:r,/ess steel loins 3 cern)4ers (/0n9:fudii�af) Knoc.S'ou/ for /4. Cnd boffaln center. (Z) Operating tabs (6 wide) \ 3 * Tyoe 3/6 "/sto:n/ess steel nor/ { washer. !p 46 C. to C . Smooth edge. O a:rr,Pled %4.. drain hales, one of Weld fa channel latch \ each end v one oaf center o/' 15r1are. * p Include on one /amp firfur-es. B f t al b/ P Mar aver/rove/ (no less than /5'). *** 72T/2/CW/NO fYuorescenl famo. Orrler i'Pe grin/n OC , 4 chls for 2 -lame . 3 c,ifs. for /-/omP . L ocote in cenfei of firfure. Sign 5 iyn BraC.W-ef 3%2'X 2//zr -6/6, L 3%2 LB 0017du/e1 3 Gaskefed /q Rigid )7 n�v ' � M � "8 n� /h = Ile iy/.f 0 Ir h;y/iesf s;yrn on strut lure . SECTION —TYPICAL rco FOOT LIGHTING FIXTURE. —TYPE I A �6' ►I z. 2 2 1 OR Z —TUBE TYPE I FIXTURE 0 0 0 0 0 0 a-n a-/ a Z b-n b-1 b-z 0 0 0 0 0 0 h/Z / 3 1-TUBE ALT. OR SUPIL. t Ba//asl A Ba//asf B Service llo//a9e _ � 0 0 o Ba//asf box a n a / 0 fern. boards 00 f, faseho/o/ers L0 o z Fie%Wirirzy 0 o Fie%� {Yirin9 - - Fixture Firlure- - - - Term. Board I Term. Board / - LAMP FIXTURES 2 LAMP F/.YTURZ_ TYPICAL F✓/TURE WIRING D✓AGRAM It TYPE II FIXTURE FIXTURE NOTES I. The minimum langth of a sign lighting assembly per sign shall 3. Where threes- lamp sign lighting fixtures are emplo\(ed or be the width of the sign. The. maximum ove-rho,ng of a sign where a combination of two lamps and one. lamp are used lighting assembly shall be 9" on each and of the- sign. I or a in conjunction with each other , the light from two of the - total of 115for both ends.) lamps shall be focused on the upper portion of the sign, the Eight foot, six foot and four foot sign lighting fixturas max light from ono- lamp shall be focusad on the- lower portion be., used to comprises a sign lighting mssembkX. of the sign. Z. Signs up to and including 4-0' in height shall rq-ouira one x4. Types I fixtures shall be. fabricated of 0.64' clad 3003 H-14 lamp par fixtures. Signs exceeding 4-0in height up to and aluminum, unless otherwise indicated. Machine screw parts including 8-O' in height shall require. two lamps par fixtures. and lockwasha-rs for fixture. shall ba. aluminum unless Signs exceeding 8 O' in height shall require three lamps per otherwise. indicated. fixture or an additional singla lamp fixtures in conjunction 1 with a two lamp fixtures. If the Contractor elects to install *5. Reflectors shall be made of O.OZO" (min.) thickness aluminum three. lamp fixturas, detailed shop drawings reflecting fabrics- with specular finish, and shall be. 69" long. Tha finish shall Lion and material details shall be, submitted to the Engineer be at least equivalent to that of Alcoa Alzak t,(pe Z lighting for approval . Tha Engineo.rs decision will be. final. sheet in degrees of spacularitX , corrosion and abrasion resis- tance. and ease of cleaning. R¢.flactors sholl bQ_ aasilx re-move.able for cleaning without nand for po-rmanently dis- torting the reflector shapes. Acceptable reflector material will be. : (1) Alcoa M-Lak type I lighting sheet, or ecualo (Z) Alcoa Alzak type Z lighting sheet, or equal, (3) "Mylar plastic film with specular metallized backing bonded to shoat aluminum Typical Sign Length or equal). — — — — — — — — — — — — — — — — — — — — — — — — — — 6. Machines screws shall be B-37 with nuts and II lockwashers (excerpt as noted ). 7 After fabrication mortal parts shall be. thoroughly — - cleaned and desgreased and the external surfaces. shall be finished with not lass than two coats of "Interstate Groan" baked enamel, TXpe I only. " I ji 0 I I Z"Min. 3/4r­1?191d cnd m;n.- Z Min. CC Max. 6' Max. TYPICAL F✓X7UA7E INSTALLATION TYPE I SECTION — TYPICAL LIGHTING FIXTURE —TYPE U I 3/q�� h'iyio' Cnd 0 0 0 0 �` %q Galvanized U-Bo/f N bn b-i b-z 0 0 0 0 # No -thread Conrnec%rs ell e Tyoico/ /re t Detail Hub LB Condu/et ';t Cono'u/el _Cor�du/ef * %QRigid Cnd # Tyoe T4 Type TB TYPICAL CONDUIT INSTALLATION TYPE II. FIXTURE s,/ver Contacts P/unye� 7Z7_/2/C`Y/110 L awry EQuiva/en/ fo ; My/ar ref /ecfiny surface. LB Condu/ef Boo / SOCKET DETAILS TYPE II. FIXTURE BALLAST NOTES I. Ballasts shall be. rated 800 ma, service voltages., E; shall be. for two U) lamp operation where possibl(L. Z. Each ballast shall be fused with a Iq"x �" slow - blow glass fuss, 3 amp for Z.- lamp ballasts and ZZ amp for I -lamp ballasts 3. Fuse holders shall have insulation bases and screw terminals. 4. Ballasts shall be. secured b�< 8- BZ machines screw studs) soldered to chassis with nuts and lockwas hors. D;e cos I'WIRING NOTES soc/ref,o/ate I. Wiring between ballast box E, fixtures F, batwaan fixtures shall be. run in 2 rigid cnd. or larger. Cndshall be secured to bracket arm using 4 galy. U-bolts. --� Blaring Z. All conductors to be., labeled as in Section 17` 3.08. Tha color code. used by ballast mfgrs. for lead identification shall be. cont'd. thru all wiring between ballasts and lamps. 3. Ballast Qnclosure. to be. fabricated of the same bass mortal as usad in cnd. i shall be. wither 16 gauge galvani-22d steal or .OBO thick 6061-TQ, aluminum. * Pertains to Type I fixture only. AS BUILT DATE ,r„� _ PSH No. 5 WIDENINGvo/%RICK �v.=L.I.D. No. 195 1°If ym STREET IMPROVEMENT' No. 83 a STORM SEWER PAVING AND CURB 8k GUTTER CIS .1 Fss/ONAL EN3'�� � F. W. P. F. W. P. - .10�( DATE. JUNE 12, 1967 M REGION NO. STATE FED. AID PROJECT NO. SHEET NO. S WASH. INSTALLATION SPECIFICATIONS CANTILEVER SIGN STRUCTURES ■ AND SIGNS NOTES ELEVATION AND POST HEIGHTS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE FURNISHED BY THE ENGINEER PRIOR TO FABRICATION. FOR STRUCTURE DETAILS SEE STANDARD SHEET G-12. 'CLEARANCE FROM EDGE OF TRAVELLED WAY. "FROM ROADWAY CROWN. Note: Sige) Specificciti0kiS 10. 6 7 " U. C. - 8""L. C. 24'" Shield 16 %2" x 22 12 " Down Arrows All sighs to be externally illuminated. 28' SOUTH 167 I-IOWARD ROAD R STREET S.E. E � v rrl �(aW THRu � ONLY RIGHT ONLY S1gn No. 1 Sign No. 2 R/w 5—�-69 _ vso Ott 2 E.P. Pain7ecl E,P. /9" Island 22 — � I l i I I I I I I /� n f I Mo st Arm No. 1 DATE NO. REVISION BY sra- sot 40 CITY OF AUBURN AUBURN_ WASHIINGTON s --� ��Aa��NQ� � L.I.D. No. 195 STREET IMPR_OVE1M NV__Uo.__ 83 �,,. 0.�• AEGIS ERE E� yf STORM SEWER =ss'DNa`E�G�°''` PAVING 8F CURB SAND GUTTER DESIGNED APPROVED F. W P. SHEET DRAWN - — - _ SCALE_-_ CHECKED DATE JUNE 12, 1967 SIGN N0. CANTILEVEf2 STRUCTURE: N0. LOCATION STATION SIGN TYPE DESCRIPTION LETTER SIZE BASE ELEV. POST CANTILEVER LATERAL CLEARANCE VERTICAL CLEARANCE °H° SIZIE LT.ORMAX.RDWY. RT ELEV. „ X Y L CHORDS D-30 L�eri atiu" /0.67" 8" 1/5.0� 25.0 l8".438" RT. 16.5 /O'-6 6-O l7-O -- D- 30Jestination �©, 67" - 8" 10'-6"" 6'-b"' _--- 67 sTk as.3 sr,-11 .'73041 LID l95