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HomeMy WebLinkAbout74STR2564y CITY OF DEPARTMENT OF AUBURN AUBURN PUBLIC WORKS WASHINGTON IMPROVEMENT NO* 135 - UAB NO 8-I-105 t12) ad . BEGIN CONSTRUC 9+99.51 SCHEDULE OF B.N.I. UNDERPASS DRAWINGS I. GENERAL PLAN 2. FOOTING LAYOUT 3. ABUTMENT DETAILS 4. PIER DETAILS S 5. STRUCTURAL STEEL LAYOUT 8w DETAIL 6. MISCELLANEOUS DETAILS 7. SHOOFLY LAYOUT 8. SHOOFLY DETAILS 9. BAR LIST RESTLE 10. B.N.I. STD. DWG. B 115-6545-1 PILE T IIB.N.I. STD. DWG. B 115-6545-2 WALKS 8+ RAILING STREET IMPROVEMENTS 12. PLAN 13. PROFILE 14. LEGEND & TYPICAL SECTION REDFORD BELLEVUE CONSULTING ENGINEERS ENGINEERS WASHINGTON CITY OFFICIALS MAYOR STANLEY P. KERSEY • .r COUNCILMEN ANN MAYOR PRO-TEM, STREET COMMj* Y'l -, 4 ,,,? `fit•" RAY SON NE M TE; DALE GAVEY STREET COMMITTEE r FRANK SHAUGHNESSY STREET COMMITTEE HAYES HOLMAN RICHARD FIEDLER GORDON DARLING JOHN LEA R . 7 r DIRECTOR OF PUBLIC WORKS PAT NEVINS, P.E. 4:Y i ^e1u77p.*�asata.e:r..rw.rov:..c,xK: �...., a�... ..rtAi.• �'S's'*M%-G-:. `*.. mod; :;. Toe of .7kw z Improvermt �I O! ccl 8 fbrfard Play i N, ----- _ _ E (Typ) II oI i�To Tacoma i be of Slope Pay Limits for Rail Roead f/nb3nk7W1 Exca�tia� Select ti Backfill (Typ. Ex;5tn9 G-L. U.S.C. � 6S. //o. 0- // No. I Date By I Ckd. Appr. PLAN Scaler l'� D --/O' _To Tacame .1 M, c1-1 b be Adjusted &j (� A/aa c c�ari. r1/iiinnSirUC//OA , / - i { - I i � � �' r� Track IYBML A II I Tf��Lt N Track f- M ` I I I I +— I� 1� -T-- TYPICAL SECTION � .-� � L4J I - scale : j 7-1 o' 1040 v P ' N l('000 1035�, L 32"4118 is ,the/l Cased EndSfeel R;ge Piles &7Crele Filled l!/arkiV Lind fr \ N I bri*LINf,i N t? l9 n moI`OTE SNArOposod o o. I03GD f AR E A. a1ifh currenamendmens fslGNyC/f/CATIOAIS 197/ /ueo LL Z 2 o a Q o o$ 10' 50 B.AI l practices. Q 4 LOADING Gropers E80 t/rnpr9ct e Cafe of K/ashi�gton I ✓ MATERIALS /t/ORKM AISIIIP: -W1/ cnnfor1n tc fh S I d Bride Construction 1969 edition except Standard Specif�'afions for Road 9 /h d�a ter- /5 Exp. &Q5. Abutment OZ yandRail (Typ.) AO Seattle _ t— --_ -' r ter,! r r r! Sheets 3 4 Orfoaling, �� ,+ Lick Drain Ab Eleva toll J .0 y. 1 ~„ ,; � �j LIA , , /, IJ L•J A .J `�•! `W 1�J LJ 1J lJ • ELEVATION Scale : /� 10=0' ,Uofe Anticipated P/e Tip 1-51mofion is E/ 6/ QO t *'Structural Ske/ Q&anti//es irK/u Beams, 0,,aph&79ms , Ba//as/ Plafe, AbVIMPn/ ,�/a/kway Pk/es e &-ackeli . Revision Approved by: Pat Nev ns, P E. Director of Public Works FILE fhat the fabrication of.Vee/ww-k sfia// be m accordance wr p B.N.I. PRO of *e A.RE.A. specifics/ions 1971 i-Me. LOCATION MAP Top ofL Rail BENCH MARK- US.C. G.S. Ala 0-ll,E/ev 1000.3, Brass cap at S.E. czvner Ale Scale. Scale: I/a-iz %"- '!; Vert. / _/ A ��. 8.A11 Bridge over Stuck River. (Equal AN,/. E/ey /07.03. J AS surveyed � �9 OOOpsr. bR/ Trao�s REIAlfO/PC/AJG STEEL : ASTA/ AdlS Grade 40; mZerOi'/ C/ass '8''m!x CONCRETE: iYdshingtovl State lligha�y Depa Track Track t �- EzUNGSq�1-�4Q- _ 46 �dN./. Nado 19=0" l4' 119�0' c sT-sK/#A*W AW &Vt2r t STRUCTURAL 5TF6L - ASTM A36 � M ,bp �l/asJ(by BN!> -z t1.44� P/L/�lG �/2"I.D.,y h`�ak slhell cAosed �Jlee/piles pi/es cn/xrefe filled drives o ! st - -o --�"' achieve r�es%stanne of �05 Ta nS. la PY.T l/t75 '' = Qo277871 cis=�9996/4� sin = U,027 77G �• PKc: /O t 75 E/e�. ANGL E of SKE W t r3s 30 tan P.K/. //its S ATl �Ns on B/vlaJn line used orr inside face o� t%mbar w�// 1 2 elev. 92 elf T on ,Sooyb end O{ exisl'%n9 Piled timber fre_fAle br�d9e Na 23 SECTION A —A FLU I NGSON ROAD PROFILE Sr•d 35/f 8c•5 " - . d/o Scale. REINFORCIW SAR IDENT/F1CAT/OA/ keinfammenl JM// be detaikd acwrdinp Z'0 D to The ACl Manual of OLAh/hOOP ktalc/iceS. ESTIMATED QUANTITIES Ba/.� are ��' /hus� /TflN IYIAA/l/TY WIT ITEM AA/T/TY llN/T f 0/ , . y l' � 8ridpe �15a �!) 3,8J0 Lbs.. Z-Bar Alu�7b�er (last truo digits ) ,5fructural ExcavdA47 _ 0 _ C Rai in � Size Rai/ Ror9d Ein inert/ Exca fiorl __� 5,4'D0 C. Y. _ Handrail cn Abulmen/s (�a f) _ /��o W. Bar lxa/ioo (f = foaling to in fcr�tin s 350 C. Y. Deck JYeter1aiin4 _ _ __-- �� — CO 4 of back of Wa//s 350 50. Y. A - Ahdment Concrete in Lb/umns,Cap �' Co//isioo S/rat 30 C. Y. Damprooft 300 L.FT. /r= l{iinrp /6// Concrete in Abutments e Ong /h//s 390 C.Y. Membraoe l�feriA�fia9 " 4 70 SQ fj P Pier ) Reinforcing Stec/ 62,OD0 Lbs. Preformed ,/pigf FiY/er f) /57 L . FT SCE Q• Select 8ackfil/ 3, 500 C. y 8"� Ha/frour�d Car• k1e18/ f�' 91&# e � _ � AbufmEnt9 e Walls 153 L . FT. r''�Q`�� furnish, fill 4' Lbi e Test Pi/es ,3 EA. 8 P Oraio bela%� _ 4"4s Orain Pipe u��/h Reducer's � Fi�Ninps 5 L . fT r is Fall �,�s �1Zyla,,4 4, 4� L.fr f � BUIL Furn/'sh 147 EA . 6 *0' as/� Pi sith /Rsdmaq 4 Fi'tfi s 42 L • T Orire_Pi/es LbJ. 6" C�1P QIv1/ef Roadway Dfai/I _ /_2 L . FT.o ��'c,SrER�� Fixed 8earin4 43%4o blies �2 Tofa l Wt. � P ��� — 150 C.Y. ��FssroH E���`' my ATE .1. 4 Expansion Bearing Assemblies ) Tetal wt2, 030 Lbs. .Sub &//asf to &id mot, a� Struc/ura/ Sfer°I *' &o o.50 lbs. x iskid Pai4f a� f!&/kueP/ales 690 SQ.FT. p�, prawn by: Date sheep AU BURN CITY OF SCALE: �v `�o� w'tsy.p� K.J.K. I I-72 14 � As Showr? �,� , Designed by: of GG I i-72 RD ENGINEERS, , ELLINGSON ROAD RE D FCC JOB NO. -� Approved by: SKINNER ROAD TO 'A' STREET S.E. J �o �� �o �`� 1172 U.A. B. NO. CONSULTING ENGINEERS B.N.I. UNDERPASS - BRIDGE 23 C-7130-00 � ?2 Fs 8-1_l05(12) N IWASHINGTON GENERAL PLAN 74 STR 2564.1 sH•2� BELLEV UE t.. c s f. . ��Batfer Pile � ; ..•...;.; •..: :. : :....:.:.•.:.. FOOTING PLAN 0,....•_Go: 60 .........., w•••• ��.... S00%�,� �/-D �� .. ... • .•,. •..,.... 46 • •• • •04.0 • • f Q�1Tcmof a • •... • .. . • .... ••. • A � A if ELEVAT I 0 N Approved by: r�� Pat Nevins, PE. Director of Public Work _ :. • /2'/.0 , Thick ,die// 60m End • ��''' Avl Pipe file, t2mmle fi//� Able Pile Re/r in4 Shell Be KO*/IV Laido f o ... /ncidmbl /o be cad of Pile. SECTION A —A TYPICAL PILE DETAIL RED FORD ENGINEERS CONSULTING ENGINEERS . BELLEVUE WASHINGTON NOTES fliainfer a// outside concrete turners" Apjo/ies to all mncrele 1n aa+�lracf Dampproo m Backside of abu1127en/s, &ring &a ? aW back fop of footings Mallbe given a uniform andOWiinuous coalino of a oalf primer (ASTM P - 41 current issue ). Apply canting of not less Ilea 8 gal/on per square yard. Afler joinf membrane uraterpr000&V is insla/fed, The backside of abutments, wing ura//s and back fop of footings be 9iftaq lino coats of Tech fts Liquid Alarm Cement or equal. A to/al d wi less than i gallon per square yard of Marine Canal ,M11 be used. Mem&we olglerproofin4 = Comlmdi a? joints sOa// be covered with 3 py joint wafer/raofiflq which ,5,W1 conXsT of lm �laye►s of co/loo fabric l8 wide and one layer of 36 w1de Aced in four mvabbings of asphalt. The first swabbing .shall be 18 ""each srde of the jcvnf arad shall he applied immediately before plac✓rxy the � W layer of lg"Abric. Final Swabbing .stul/ extend 6' m eilher side of the fabric. Fabric .Shall be ASTM d -173. Ex morn 171.s belureen abafinenls and urine walls shall be 9 "preformed janl A/ler conforming fo ASTM 0595-49 Type //. Joint steal/ be covered with 3-ply joint imlerproofiag on backside. Any additional ronslrudion joints nol shown on the plm shall be covered W17 3 ply, joinf a W1&; roohhg. Select baceil/ .smell be granular free draining material as specifiedin Seclim ?/of X7.00g1on State H/Qbacay .Specifiedtiom. Alaterlal Maw lop ofperforafed pipe shall be as .specified for d6ravel Backfi// for Orains "and above perforaled poe steal/ be as specified far ''Gravel eackti/l For- i�a/Is." Ballast /ale ggl oorn N'alerproofiny maleria/ &W/ be butyl rubber sheeting ,-6 "1hxk. Cover entire surface of emlad between ballast plate and sheeting urilh adhesive. Aspbalt alenk .steal/ heplain /j "thick min amforminp to ASTM d 517-50. Planks shall be, qid /fl an approved aspha// einu/sim spread nolle-V Iran 5 gallons per /00square feet As succesi ve pinks are /aid, the edges av efld9 of adjacenl tanks already Paid .smell be coaled heavily wi/O the asphalt emulsion Asphalt emulsion shall conform to ASTM A /?17-59 Type /, or planks may be fastened wifh adhesive used to fasten ,sheeting to bal/ail plate. 45pW1 mas11c shall be placed a o Meplanks and sloped to drain lolvards Me dr rig 4pw? /see greet 6 and .s�oecYfict�fions). Field ut/dir� Items fo b°fie/d urn. kid .sl0// be given a 3r* WdI of &WOW (e red arimer, TCI -960 S k praddced by kl CJx�ri. &PP.,,50MN , *sh. orajKo/. After aompk&w of Feld melding, weJded areas all be given hx heb'mal9 ofpoint (see .�WcilidllM). JIMClura/ Sled,Neld/ k' lin4 Rail pos/s and anrtaor bolls shag/ be structural steel (A-36 ).Railing steal/ be hot ripped galvanized steel pipe ca7fa ming to ASTM A -135 ar A -10►6 of 'standard weigh!' as gram in {Schedule 90 of ASTM 4-MO. A// welding steal/ aw orm /10 wrrent AWS S,oeaf calions for welded 1110liwy and Rai/way Bridges. Painfin ofposls grad rat//flop .0a// conform /o /hie 40eC111-aabaris (speC01 PrVPisions). LaVh : A/inimum lap cn 1e1i7&afV Neel bars No# be 40d0mefer5. dinirnarn meld lhickress -, I& 1n1;71n1jm afield /A+4mem •sbe// he 2 `• MAdtaslp/ate &digs and am 4W be galvanizer/ CVrugaW pipe ,*11 be galvanized and asp bll aaated. Pipe ,st/W// be 16 Co.) and '06// cW&M /o iydjblrvlm stale Highway 4va/iWhigns 64-e.02. Base meld/,steal/ be m)oper'.sle+et C kdnizing domo9ed IV meldirV steal/be &NO?W with Me coal d&Oh riflcRainl. l') CITY OF AUBURN SCALE: v,�--, tw�� ELLI NGSON ROAD As Shown Q �!1 SKINNER ROAD TO '7X► STREET S.E. JOB NO. B.N.I. UNDERPASS - BRIDGE 23 C-7130-00 �F°jsTE FOOTING LAYOUT . r M �t�,,-''.'rite^- ...�_.._.... i... _ ._. ...,. __...•. .. ...`'i .,. .-..__...._._._.�._....__........__..!i....:�Yl1.1:r1i�__.._. ... _..._._..�.. ....—1�L:.. _,_ ... _ i"E_�}'uL'� -b BUILT By ATE Drawn by: Date Sheet 2 K.J. K. 11-72 DM.GnA.by of 4 11 72 Approved by: 11-72 U. 0. AI- o - B-05(12) I I-72 74 STR 2664.1 SH- 3 A50��/f3' I /AS09',"5/0� SECTION E - E See See/ion A A scale:, --"/!0 ` '4 h I A KI #. A j,..I r-,- Io7. Top of, eam,eTogoQf ut ent _ 10 See Seclion 6-6 for E/eration v - ' N Front ace of abc�fr�er>f /ieadwa// .Do not pour /aeaalwa Us unt:/ -for i�iis Dime,�sion l�6 • . lJee .Sjleet 6 abuf'r�er.� �s. are Pos,;t,o.�eci r Milment t 0 % A510 A604 G6" lf6`9 -IA5/0 A503d'/=!1" --' Ccwf. *arfey from 2x6 A 506 (9 1=3 50710 3" G ! gh f ` F9/4Ca/'O" (TyP doh abvtrne�l S) ►./�+�/' --- A50101�Y' — 6-0 loaf. ,*ar Key Gcnrner-f 46 roadway trCXn (Z/ ?X/2 drai,7 sY-S y cm a - F509(p1'3! E/ M.97 "- /Y6o3C� /'0 "- Q�mpra�i�9 Ogg) lV6DZG /=0p e Waler irap I @ 2)m/ Joint myp.)-i., o� ,tQi o F8/50 a 'llemtrane . Z ,d r ,-#507 / 6~ iY5/2 iYS/O or) Y511(S) 3" ! I48 Fmo&1=3' C Its' v. wl!0" 4- SECTIONCC er�.u,,,derd SECTION U- q '� F5/om/-D irr x c usher ck4 ro/ S01e =/-4NJ / /Typ. beh;'7d al/ 2Q" 9�On !`t7 atUvtmeal-54wal%/7'0" F00%%nq elev. a5 shown/5,0" Z lan5. on These p B-B Si-rddvral A/ole: Crushed rock shall be SECTION A A I. " exca�f Ior► %l7CfdBnfd/ fo $1/0�rP, �v &C7/e'4f =/-O y lir►%fs. underc/raln/rlpe. /- A10TE For Notes 0,7 Membrane Nd*rPW 7Qy lion excey�flcl`% z//-�%QL�eanmfyoa/rhza/,4ofinb,,d and Ain /0 see rSp��/��S l=a • - VAT I O N STRUCTURAL EXCA hen.,5S " slclur%s">nd3 5'pa�PAY lld. /l dbures¢ w19�/.e Ord6e coaMioNofe:y lWoW "15 w;11�G in 9/8 �/o%8i� bearing BI t Traots . '" Pie S"xj x5; 5.9g • , " 3,9, N=8 Zt o �. PLAN �,•i H ill 3� Holes parallel to Base, Weld fipe all arainld ---- - ^ II to 16s1 in field , . , . , . / 35 n, i 0 3-6 -0 /- See 1' Judni to 5-G r qs 3 (!fZ&sfPeMpSx /8 9 We dIng/ "Reformed Joint filler 4 NMAWIV Waferprolofinq o✓� Baek � C F r 3 e-/-W5/2 E F FJr/N/'D� F60, " F905 or f906&5' f6O4@/-i9 q F602&/!0 A " /r8/3 @46 A f6Al@,�" F 507 a-F5o8@ / O ". �---� ,UOTE: Piles are nofsWr7 in P/an G o�nr?aY' 0<o roA&4V& i //Orrin S►�ior�� See vW. /2 g L VAT I ON Spec 5 - y • P. /-0 - Approved by: Pat Nevins, PE. Director of Public Works No. Date By Ckd. Appr. Revision F _ �-_- --- ____ _--------- A��,,, 66e�s lls ain Hole /N clompAmfe 6dar►,� � / q x9 Bo F A - BEARING LAYOUT �,s,�,ed rs one un%t m�e pmA"a (6alranizeld) G s :.f r/!o" .z5 �.� , 'r •:� ; ;du HANDRAIL POST . 9" Abulmenl'/ 6199-z� /fir Nofe ,/ shee-f4 ,�ca�(e: /=Q • Abulinent '� El 99.4D 41 •(1�L • -G�� rid :/Ji�n7fc r f � 1 SECTION G-G Required) ' • • © (4 � `A�fonsJirink Growl fed : •. • &edpee &# miifi flex. . • /0-F3/0e1=0-A07A/uladWaSber ,•• • • ••` . , . —4 . me 0 •..•. Ef Denoles - &0 fam FF Oemles: Far Face Al f Owtes : 4kaar face Fdbricdlinj Co, Dmwa for Digits ZI-EVATI 5" 5" • a 1 + s Bolts of Concrefe SECTION H-H x 1/ap ",o x 9"&np, Hex. Nuts aim ,?V x /.I & ANCHOR EQLT ASSEMBLY Galyanize afler f moiler. /Z ifewirEd scale:j; /=0" HANDRAIL DETAILS ANCHOR BOLT ' • ' • = -1 /6 Required. •'� ' • • : `-3 /,4/e filled a& Akre ,W*7k G X4 afler A/o Andfor Bo//s%Be !Faced �hs/al�t a�'A(x/ ' �✓11. d 6rwled ll mediolel# EXPANSION BEARING DETAILS a� 1 SECTION F-F gale: /t /V BUILT dler Beam//me Been Install 0 Scale ! ¢1 � �--•...,� ma ; TE..t. .4.. avid Prior to Ballast Plato Inslekliav7. I RED FORD ENGINEERS CONSULTING ENGINEERS BELLEVUE WASHINGTON URN CITY OF AUBURN SCALE: v`�of w�N"y p� �$ Drawn by: K.J.K. Date I I-72 Sheet 3 I ELLINGSON ROAD As Shown Q !�' � De>ti ned by: Approved by: " 72 �• of , SKINNER ROAD TO '10►' STREET S.E. JOB NO. j FQ13TE� pp it 72 �' A. a. ivo. ; B.N.I. UNDERPASS - BRIDGE 23 C-7130-00N� r " 8- i-l05(12) ABUTMENT DETAILS 74 sTR 2564.1 SH.4 I Y .' � r+ .- ..."+r.�'..�..r�'ft;ZY.e.ahb« r.Li4.�.i1...23!''L'�1��.�_.,�,�14i�'tLie.+►.��.a1�c.... r _�_ - • .t- -::" 4P" y 4P805 3: /4-Fd24 r - Fir r 7 �Y. C 4j N -� M/ler 4 in /2 } (Tqp. Ends ) 7.6 s. /4 P8OZ B - A F-* Z9=0" ?if �/ 30-P407 e 30-`0'�` — -- - 4-PdO6 fl. 99_ 3F V 4-P&95 t FT I - F BI i 1 PWZ -- _ P40/ I l; wr. F I rT-1 PIER ELEVATION BEARING LAYOUT Scale : p /-0 FOOTING PLAN No. Date By I Ckd. I Appr. I Revision d 1 r A 7=6" 3=0 (Ty .1 i .t F6ZZ �8 � rF r F623(97i "+ j Approved by: Pat Nevins, PE. - Director of Public Works �I # 0 Sa/eo�e A67 3 6 riilh Hex. Alid air! P/6- r ) 6YXr -�-V/ P4G� tl 7' ox� x 5-9j ff r ? �+ s /0 x 3 of Cwoale j- wzT>, i77 P407 SECTION -A-A ,Scale: SECTION B-B - Gc.Fard rai� cct�et�ions nOf �Drvn_. de ve%6 ���s aO B00 detai/s Z rit L/n /n°• Exisfirade (87t� Roadway excavaf%on sfrr�rf L�rc�Kaf;ort � a mils •�• y Pay ^ • 4 /-o Typ. 80.39 see Co�icns STRUCTURAL EXCAVATION AY LIMITS A &Wle. . Ilete bear7ny 175--M i�66ea»s� b�recl as av Unit ern Ae Ar01&15ad �v�boSes. C.7roaf a7i a�c%or bo*416 WI cvms/akreV h,, dex,1W A, Ae b"r;ry, See sh• 3 X'/58�i�fii�. see Sh. 27v� Pe d6f,"ct�/IS Ond �oca/�ro•� s.• r 40 RED FORD ENGINEERS CONSULTING ENGINEERS BELLEVUE WASHINGTON Ir ,� 2 Groul Pdd - - r a IN .33 (NOO ,Shrink) ; .� 'ink cl;rxl atler , • • • .. • 's /nslallahcn otar8�f • , ... ' . • , p • • •• F •,� i i -.J. 7,7 G �p�- ]J jam• .. _ : a - rMCI • a .i�•�a x:>:.. --�� �� /1 �(J/` C.✓ "/4i :-Si•:..,,�:�. r•:'': ^..??'� •;' •_r n c.AM j y` f, • • a • • - • - • • a - •4 . • .. • • Q) • -• •. ••••••♦• a .-••1•• •• • ••�•• Pad (4175.) '•: ••�••+.•-•••••a• •�•r• •-'••�• c •a •+a••••�'••. ANCHOR BOLT DETAIL SECTION D--D _ d-P�6 /' /0' Ahfe= ,4 crB�`sfoBe /6 ifequired. p/aced aad &-M/ed zwm diafo/ 4l ? SECTION C- C dle - ewms love Been /ns/a//ed awd friar to tlBel/asf Pl'afe Insfala/iar� 0 FIXED BEARING DETAILS i _ J • 1 NOTES 1. BEARINGS. Fired 6eariny assem6& s . - 2 units requires a xh sin%l- as inc/sided i n die co/rtrvcf- roposa/ �o►- ; pay purposes will coosi-s 4e o/%win.9: / 3./¢"x //�87rS�, 4,�s e x 4,, 'V x 5 - 9 % . w//f' eachp/ate sha jb we/deW ,to (3) w 27x /7 1$ anchor 60/t5 Wi ?,Q/s & was�ers� coract'efc' ymul- Pad cL�?r&-Y `yrou . A// complefa in place. Expansion bearirq 4Sse-nb11es —4 sin%fs r vireo Each unit ds ine10ded iry Xe- confrac� p'aposd/ ►- Pay purposes will carisisi o/ Ae f o //o ►�r>n9: 2 .B'yx 34#x 5 9W wit,; each plate shots welded -lo 3) W 27u /77- an or 6o/As wi'1lj 1/u15 A washers, c017creie y/bWf pad and 9rouf: /I Gbr�7/b/e7�e /r7 A./ace, 1 0 G Al r Q� tiy� C'y �� UILT s a /ORAL ENG� DAT - SCALE: �. /�'' Drawn by: Date Sheet ' CITY OF AUBURN ���oF w�h/4 �� K.J.K. 11-72 4 i As Shown 4 ��~ �'� Desi ned by: o f 1 ELLI NGSON ROAD M.&•A. 1 1-72 SKINNER ROAD TO 'A' STREET S.E. 1oe No. o Approved by: I I-72 o RF�isTrL�► U.A.B. NO. B.N.I. UNDERPASS - BRIDGE 23 C-?I30-00 F ��� r v 1-72 8-1-10502) PIER DETAILS 4 STR 2564.1 8H-6 ,,�• a�x�aax :i;:. �..tls S•t. 1..v:..i F.. ,.1 .: �,,�'. �r. Ci:..a:.�tit .a.,: J J:t .. .- a �.. .,. ....w .x!_.. ....:1'..4 t�..e ........ �er�71t�>:6i3:.�.iL 6 r, ... �,y, ...xlr.�.. . . ,���{ ?.Ir' �,_•l "Y 4�,� .. ^' . 1 .,. .,et, (-."_,. j} y.` •lt ^S R'•�'i�l�tl ��.Sy'Z— .�lS.r.. .. �:'sS•"aY�..�S.a'f�'•".�'� wail r &-lad "F" Detail B" Baps. Abuimrnt/ Ergs. Abutment I A HALF PLAN !(,b1eT-1'0 LONGITUDI NAL SECTION Scale • d : /!0" Gee/ail A' —� L 6'x4 X &�' L 6x4x . Beam Alb. lZ /l /0 9 09 7 F--nln n1AF-44PA(!; �. ';TIFFFNER It .Scale ,6 = /"O" n_j-m ui n.1 L'L 6 5 4 3 Z / DIAPHRAGMS Approved by: Pat Nevins, P E. Director of Public Works Revision No. Date By Ckd. Appr. Pier Imof 11e/ail I a See pole I y y I —Detail r' Detail "D" >Z /4 Z 3k 9 5 6 i DETA �9 DETAIL"F" RED FORD ENGINEER CONSULTING ENGINEERS BFLLEVUE WASHINGTON BEAM LAYOUT Alo .�cale- DETAI D TAI L"G" DETAIL "C" Vqs &1xi/ibWt2 3 9 5 16 i7 �3 19 ZO N ZZ Z3 24 . 1 DETAIL 9=3" 9'3 DETAIL"H" DETA I L'K" BEAM DETAI LS lto Scale. BEAM LENGTHS BEAM A10 � fob of&015 G 6-411&4h 1124 37'-39" " X'_/ r Z, Z3 37' ,? 3,22 37' l,� ` 37-//a 5, ZD 6, /9 37' OT' 36"/i� 37=9j` 7, /8 36"/0� 37'84' 9, /6 37-6e• 10,/5 3b' 8r` 3), 6K� //,/4 36.71' -5Z"/Z, ?5,3 /3 V-6'cl " 7=4 i� , DETAIL E V DETAIL' DETAIL"M" f • NOTE /. A mtm woe remve cnd madtloos .oa// have a close bearing amml flanges Of gilders fop e bo/%n. --a•- Z. Shop pkm on a permanent type a�fWrodxib/e Imler/a/,sha//be furnirlJed /n the aune� on mmp/elion. 3. "� bolls lypiWl a// 0a7ner�',ans. 4 Too w�loces of beam,b be ins /eve/p/�rae. ,Beav�js shy// d e milled fog un/i�rin dep/ ai 1he bea YIW to achieve this if mmzdry. 5. Asseinb/es shall 6e rea.,,� WA?mem�rs asss�n6/ec/'.see �5-3•?7�•Rf.�►•s�e G. C,,nfrac�br shall 6 co�&;rs o f .sf o/s d ra"YV for eat 7 ,sfee/work sfa// tie pair�fed 3 cca3/s ir�cf�i9 �� c�- TER�'� BUIT L AL� Wt7two ..... AT�I►::.� D awn b Date Sheet 5 CITY OF AUBURN SCALE: ��' o� W04 O K.J.I . 11-72 As Shown 4 ��~� , ����0 Desi ned by: of 14 ' ELLINGSON ROAD 11-•72 - .o p� Approved by: SKINNER ROAD TO '1' " STREET S.E. JOB NO. 'o '�F�° 72 U.A.B. NO. B.N.I. UNDERPASS - BRIDGE 23 C-7130-00 Fs NAIE��� ° 11_72 8-I-105(12� RUCT. STEEL LAYOUT a DETAILSI1 74 STR 2564.1 SHr6 A.. n. i f`.. t,•._..`.•�:cea_.1:..yr..,.. °C ..c....-.lt...�._...ICID... ...Si.►>.n,......... .. �+. ,. .d,;.rb�,e�. s,........i.l.+. A t - Pier �` ¢ Lr�Yxayerne�t Ballast 0 MSAMers (/ZB ReQuilad) I j -T O 0 0 0 4 O O 0! J 0 $i (� 0 O O 0 0 O n I© 0 0 0O O O O 0 03 0 -it. v c3 0 - Z. k a 0 a 0 0 0 0 o Q o Outer &O-deb (l8R uimt) `_N L�o�oa�ide .Spa.�Rer�sd - �a/last fp-%fa/ ZD /D Panel Unifs Q8=0'--80"0 l Panel Uni/s (eofh si SPACING PLAN :z Wo Scale. ,Nernbrarae Xdk" t 3t "x3z Half Round COPY 1 � & I1Zx0+_9"001/el 1 k Sfub 1Ye/d toBfm o `o o o 0 0 0 0 0 s o 310f i Bras. Abul. OZ Q, 1 far Spa. See S,Sp�odw AW EcrenlrlC Ahsher — g N5 Sheel T _ Rc✓a�e Yahe� ds ECCENTRIC Re4ied to avir WASHER __-- y ,� Pi e rallh U- f�a�is �s� Bearir� on Edge ��a 1 P t (/ZO Re9ui�ed) K ' -Weld ar�d lock A/uts °l' 3 x - - Ab Scale. �Ta &mpensale 3i X 3i x 9 Ix4'G' /' b,� rd"S) Set Ya-lica/ � Ftste> er ,. a 6�Q' - for Ro/ram l</,iith Hex. �4lri/ �--� 3 • � ' (,-0 6-q /-I/- 4 uYren /n P/aTOW/8. All. sdBT 6 • Tack Weld 0M keguircd ) MT B Al.. Tracks Q" Detail "ems -� / �acf ; : ; • ;4 �. a I, �4 SECTION B-B i -•a 41 B DETAIL A so a �Ip •, • • • ► •• f• • •• :• .•• ••• �•••. •• • • •a:••• •• . a • • • • • • a• ,• • • , Bj� o�/�.G� e. Side !•/alktrNy A•• f �l�fp�ai 7f17 ru I AR•r [ •la •• p • •••p .• a • p 41 p•• p a •• • to • • •`••• •• •a• • • p 1 • f •5/- ET SECTION A —A Scale: � 1'0' -9B Z Grhwk. /(d //s (A%, Side a?/y ), Sfaguezed BAI.I. Tr * to at inn r brrk�t. L3x8 , ,Middle Walkuray i Ballast . r • Xjv� •�.:•.•••.,•, .•• by ofaox Middle Walka�y . .:..:..... • . • • .. • . ,• 6 Pipe t3a/� - — — — -- -- — -� DETAI L 'B' �pe - No Scale. pa:nf ��'fa- we/din9. 7 /' DETAI L ICU PLAN Zs X �6 kale: Abutment Raw/de II 68 a o g o 0 0 0 0 a 9 a xx ,*1,5 CaZ3 c. /oC HALF ROU ND COVER Al! Cover /Z Gauge , Galvanized. No SCa/B. Gap Pieces Q�e Ccrrugalion. Track s . M / • � ' . a o x�'slots PLATES ASSEMBLY DIAGRAM BOTTOM PAN ABUTMENTS Galva ized k Scale. I . • . • .. ,. ,� t tdr ' ya/j, ,lrr�l awe- I Mim Afad venf /Z auge le n ;..::., • • . • • . • . • . . , Ab►it/ne�t� ,8"x 3 /Hiner Ar8de s , No Scale 209 /0r /0 " d x a -+ z30. 4HPe r1/6/040 ��_ rC Abtlfnenl ZAbufinen/ Petucer ,OGa. Ga/vI BN - � Track LONGITUDI NAL SECTION fi ►'` A BUTM NTS q, "Wide. Sfrip of Butyl Gum Tape -. 020 lo.0Z5 Gauge r� — Able: All Sdrfaces to Sig L 1. ••ctv l Gum T e Extender/ al Leasf 8' TfaoroughIq ed BRACKET DETAILS sty �d ceman/en► PLATE DRAINAGE nd Ed48 ---�— M MEMBRANE E LAP SPLICE DETAI L Scale= /"--/=o" PLAN BUTYL ` 0 .;D/ice U Zfrac ks 3 � a Detail `N" Scale ' / �/-0 ` t x /t ~� I No Scale. B.AI. l Track WP BIZ Track � I p , " � � _ �� Q" IZ' 6Q X! P. /o W.P. ' ! .► i I /�O 3 5�0 d 6 5S a. / 0 ¢ 2.�oa /-/ = Z ? ___5 S,�• e_ --.i-- ELE VAT I O N � // Qja i 1 `�3, .P --G�t iSla ,Scale l"-/-D' %pot 1M e Delai/'E" HALF PLAN Detail N WP Abutwo/le - 77, s 1 n Wko: l se Aa/iZ V 4 Grind S 1 -- see A -A. �d%,�ens;on 8�� �" 12 �• s , � I r S/iown e5 - �f 3 d k L (avrtinlAAl�S 2 over Top o/'!i • r cross . Z �gSiW tf 1.Ai► h wee b W/llr� �� D - ``' /� B.AI..I. Tra�lr ELEVAT ION N 88ams 1 s /2 lZ ` One sib GYi/y. M i D E WALKWAY PLATE,�'ea�as/ /L DLXi",� z AAl1. Tracks so W.P./a 3�Or — �l �' q • 4"x"BackiV� be/aeeo��ns Oe/ai/ f" / - 7 WP to W. P. _ WP - 2, j" SECTION D D DETAIL "G" SECTION C ELEVATION - .t/ote Lbub/e Moe/ Unifs(.SW/7 Mara) � `e#0 Scale. ,Uo Scale. A�b scale. i c " =�— (M1 ABUTMENT PLATE fur- Mh Sides. TION BALLAST PLATE ���GE G. q� DETAIL D EL FVA _ may, c No Scale. W.P. �,o; �e (2 A� Regivired, 80 Sluds'�) W.P SIDE WALKWAY PLATE dni1J .Sc� r ,�f, �ror #comber of &gel .1P '�'o yrz See sped f icafi ' ,,,� WP , , Scale • / _ /10 " ac ng FIar� this Steel. �o /'a i, � WALKWAY PLATES,:BUILT. -- ,I Able. To/a/ Len9/hof 80�0; 2Pan�e/Uni/s G //-9 �A�e fadi fndl SrER M Fi Un fas G /8=6 `One Each /�,�� fart), / Rane/ Unit Q /9 �6'(•11�+od/e f�i�). (See ,Specin4 P/�.) '�r�N �-NG�Y DETAI L E DETAI L 'F DETAIL zPa r AlD .fC4le. lV� �• No 3ca e. SCALE : F DK J K • IDI't72 Sheet tip d CITY OF AUBURN �.��C""�"%°� K. J. 1 Approve by: As Shown Q�r s� Desi ped by: 14 E ERSNGSON RD ENGIN EI_LI REDFC�R�;.A. I I-72 ° . • `' - TO "A' STREET S.E. toe N o.o �F �,o r°.►cd ar: I 1-72 ' r '? CONSULTING ENGINEERS SKI N N ER ROAD U.A.B. No. Pat Nev ns, PE. `<< : fir'' "1-72 ;: B.N.I. UNDERPASS BRIDGE 23 F Q'sTEa p B-I--105(12) Director of <: WASHINGTON MISCELLANEOUS DETAILS 1)EG0-72 M A BC-TS 4C>0eD 70 Public Works 1 BELLEVUE Revision 74 STR 2564 1 SH 7 e Ckd. APpr. 2t4.•.'tt�eLdfitl No. Dace Y ..x •-..: r.. • - r t r 0% I 10 'SPA �44� X SL SNI sta -3_j;S*W, Toe of 4W* 106 NOTE: ........... sov .3572k V t. SAP-TVA IS IM ',LbC-F- A., K b IS WOT A PAtzT bFN 00�ty tvy�o o4 TIA M cot4TIZ,&C -T. 600 ' 11-C- lea to -Or C176,-7ge Or ql'aOle OF- a'qC5 a A OFFSETS MLTO S_ H 0 0 EFLY Na. Aim Line 1%. f tT fly -.054 4 oa-so -0000 34,71 349"* 54 bo,03-. 5 946 �e� 17, JS 414,04 8 9 -14 4 1. # 46, 5-1 A a q A '', . I , 0 T3 V lei NZ A. 0e, 9rSee '99, wraon wuo; end ol e.K1.s1-;rq .5l'oklons 8"/ Moir) Lime ba"d or? inside i �r -e s/, le, br,,'ci PlIed, No 23 540 3SOISCO-6- ca M %dye .,0-// Elev. /00-03 6, ass 40 come on U.S.C. 42 S NO over Shuck eiver. (iwl A/ev 107- .(ToP OP LOW CMIL PRO -�R} �� rp z SHOOFLY So'gle B.U-ILT 6 db AT NAL .3. nzo^ SCALE: 4S 00 Drawn by: Date Sheet OF AUBURN. K.J.K. 7:Y_9 CITY - - 7 1 As Shown ed by of 14 Approved by: 0, RE D FORD ENGIN EERS ELLI NGSONROAD ,4proved by: JOB NO. 11-721" A kit CONSULTINO ENGINEERS BELLEVUE 3t Nevins, P. E. irector of ublic Works L. SKINNER ROAD �23 B.N.I. UNDERPASSWA&H XOTON SHOOFLY LAYBRIDGOU 1. I k C-7130-01 d 8 10502 . .. - .1 - 11�4 - - F� , ?,�, - I - -_ - I , . . I , , - -_ � . I . - - � molimiko.o� - - . � _. -_ . �, ��1111111111111111 I i­ - - ­ .� . �_ - .1 I � - . I 1� - - __ I . - - - � '.7 . -�- -- -: -;��_;�.,.;�. _. - I . . . ­ I - k I - :7 -..% Old _.I4 oI-p ..--.: . ,.. -1.�-".LQ-Q;:..�f-Ii E-S ." -... I.!- . . . .- jI. II- .T.­ .0I -. 1-I.- ....I.V . ": . �.4 _ - Ij L .. .m.: I -. \ . . I , . . . 1 tzI _ _ I _.- _ -_ #, _ - I _-' -... .. .0 -- ..L rN-IAV && . - _ -e , L , m*/ . .11 I . .. .- - 7L I1 - .,.­. . I -L - I, , .,I. . I . 1 - I - .- ., - , . .I.. - I. ­ -.- ..'- ' - ..­ ,.. : 1 . j-,.II I .I I.,,. - L 1 :. - , .. , I, ­A, .,l I1 I. I. :. t IA ; :. L -. - , ;L .1­ , -. 11 : 1. I. _i .t L I, .­ 1 !-. 1 11 I­ C34TV"10z _IALLMeT-A%P4S tXA-=LOCA-P- - - . 9 -.�I 44=nAA%k, Pam. 3TIL-1TimttZOM 13 (&&dfl- . - .P: - &Ax PkUck / - -I 0-1 : .. I 1 4.1 ,'m"f>6,%AAIF-P0M M0>rZAjICM%- 75I 75Af - I - ,_. , � - I - . _- 35?,?O. 05 6N./ AN / Tracks 45 115I . .SUIT .5C j -0 - . - 11tZ49 Uivow m A eo 0ML - *�I - yar. Yar. . &1�1 Ellif)0"? I F110409tL19 , ; - -&pw Ea353 1r/0t I'M 510I O�. -6u.• . . E----+BWV. Tnid, /3a1/? . . . , I I L I - I e1/" ,t, P . . J, 1 m351,g6zsu. _� t [/. 9_x 1Level i '/l- 6 �- I 1- I . - .N , i I � - I QZ7. 22" 6� zV./ ,/ . 1 < , � / 4- 0VmLIR�:w, I be . 1. `>' / N / I 4ze . e _ - . Rba-75&1ad . . Wp- i, __T ,, L- ­--------�-- � � � ofeareA� ,- % ______-_-V/Vm3A-- _� Rm4VX_/-,mod 97*&TI/ Jyde .#6*o l0 . I . ---�_-<.- ,_;�- - Curve 19rmiAdad -_- to F10n --__ 0i %045MX Jide �tLU&ST& .M-4 I I _ -.vx MohWe5FA� -_. . I r$fA* - TYPICAL. . . - 0;gow 15 Itj --.- - - . - - . 1' I - N Km _AS N- A_1;- INC1To-SE Toe x exied , ,. PA I..: L- " v -! .. # yYPICAL FL - � . * W-�,,,W�,,(46,V, /) - Ala ­1 T IN T4IS - . 4r1k*4T! & % NOTES . 10A- I � : * , .% I #6,$WfVSAILTRAC14. & FTF4"4t* - i. - TITIES .I ,•-. WI FUPMIS1: Amt> IWSTALL ALLWEL R- -I.5I1- zo 1aV SUMMARY OF PRINCIPAL GUAN 11 - . _ - 9too v.f. Tracks 4RC - A2p _r-ArPAfFAZM$ LNOT a& jzaulmoo)4sruyusTLa..wca. tLSZE I� �-.1 - f, . I 9 - . �4� 1 WWU-TIMM-0 WD-L4AvpW � 4 . ,/�0rle � s 3. I 1 ." A va�(_-�_e. . .- i� � _ 41Vf 0�O�1I � .w 3' 861 S . . tLL CONVOMT6 �B.4.1 - - . __;/LLEXI1-S VoT sAo4-. &oCoNTzA:JPLANfi)-I � I ,- I* 8x& /0�1�he -4sA6%%rLI 114 r. 3 115-G54S�-A W"No� %&2EST-&11r6&- ` . DQA"0W 6600.CS�"/ - MO! / �_1"-ALL BE SUPMd#S BEVE 14131�i.- 4 JV6-d6k L4pi�) . NGLE DET3jmo gcf .6Cms�ITAtLW1, 0 /!O&AAIL 16 0P/A. v 14PaCA -&4.� &L%_SbyS: �01�ZACTOR., 1EIV, 4 der m/ .• & Imsm �3�.Vzs 7: m . ) I *I49h9STAAAW1msT3 le�#00 - ar;/ - 940UlilowAd&, _-_r>eV0U, j./ _9;-Ods - E,�*4 /a/!/;0# . 16 6X(3 4�(#I66wel ,we " __ AN P5ul-I 1AP SIZES OF STRUCTO 4AL MEMBER . - .L.. - /""$125 1*00 /8lv_oI 71_ rl# jw t . 1. M /O ANY cxcAya"TI0 09CM&CMtAq. Vemulsmo 'to j4r'tALL -rWe "M%T-. 0I I0�0V1CfVTL _ 1&14EN. •I ?xV _91l$ . . I ,L I i,i. .. . ,2 /j LM14qtP"L � ­ .S;ZjDGF- W. jbjU- . A910-O-9@ 1ItR& AMI6 I .- 7 Vri /-J&8ifiQ . .t,0k P^yms4 wi. - 0 3Z1 i - - . "-r- I.!- .. . . 10! wW&W, I4I- I ; .. ie . .9.9 . 16 _� J. , ; . - 11i ' I .I � I * .17 - . 10 0A14�013I 114I. /3.0 I x/9Lew;A/4 .1I . � 1 'ry.qd edPaV r ;� V 0 - lavw*A hed r/�?'ber �, -j 6S�5074 . 6-A&& . 1kVt14 . 4fPft" : �%- �4I yS . -1"i7" e I - ,. I .4, _�_ - �4 - - I 1� l Aw.I eIPftft C I k1 - ;. 6ted'11 *e � J ` 1I- (­ 610)1I j*/0 9m /W t -?)/__ .O F?/0ll8d b"m .I4/Ox/3 6WM' ..o , 3I - #6 7.Z. .6I, * I?&k : , I♦ . I . . . & I level 1k / /.?4 ', . (VNVea" 9XI6I- &060&$ .- � . I .. _ any W&Azole x14e S" A(i�Wa A4 mb.36 4x 5 . - - W0 1.1. . - wa/ I.I --. _efleval t� &p *(T%I . flAf *6 16*4'�ffldedee "Ple Deflf - I "i i E6 /-(x/Iy V-i�- / L. k . ed ff flowb7 -W) 9I i .0v .5w&aceslwle ow 0 - I A 6 4rI 60#(X14451 4x8.601,*86f &" avk* ml k b-tax10 0 ! . -("P) . 0 ^ _% fib�g06 /0X40 6 -lexV - - PC� ft8 MT 6ff T4&r I k .o .•M65 . . 0 N V 6*4 15 Aalq 401AY. . . V/00r hard 'agalnst �0 %0 -4t4. I . 1 i .. I1L .i I� ­%, 0 ) ams7 01-&C*#1'00,L / /00.06 � ftae �p 0' #!&n0e 4 SHOOFLY TRESTLE STRI NGER LAYOUT 4 . oor *// sws� ol;7Y .I 00 585h grace % ;. wI I 4e9 17-0"64qVAW40&7A .wle:/ s"I � % 3 9706 � rlm . - .. . %4 'Q_o 04p0-oxjm4wgfljl�?It4aeoor . t !I il I . IValooinR//*,S-94 000 009'0 fl q 1 149.4 .J/I /10 13.17 . 0 - - 5 I 11 ..I 1 1 r I .I I - I I'I .. -,,I &ForomdeF� m&er seespacif/ca/?x7s l`x 1317 13.0 U1/ �- Ns s Qf% < 0 ��9 1t DOUBLE BENT ELEVATION. •.* + 00 to � °©o t i I I .1. .i ' %� 0CZ A ,. END ELEVATION DOUBLE"BENT q � . 0� Z A zi 14Voff d�(LO/44eac.4- Ja*-p-a T1 Ai.0 ; Z C6.0sk- g, e tjbte"9 As V*; Ai� zopof af P1e 4dk#9mI7/! - 4zCC g. SWa ft/ 8mr VWA%0/5"3 frjp) - l I /9 Ar : ri) 4i :I .i .,_w I ! f . 77!6 . ax3jutL Z-9X&xel!o -Cv3&x*j_. ! i- I,t ,1 2-,9x /8 A 23V 11 10 ` '&w..rIlifW 1 2_9914(5_0 ) I 95t 11 I -Ov - I I .-1 ► I , I .r -___ 4x/d xe7KI , E Q. - A -I il I I %I 1 -S . 11 f 0-- __ -t-- -*1L F_i H__l � -4 �._ -4 F-t-1 r-- � U �Ben. 4 1 IL;j L '0 - - Bent. */ W /+ -28 MIF1 I J/.f 71fl&lAle 0 i ? I 11 ecVT, 34M ­ 212 *80I09I I . I I- LTu.x4rn118V j L,-1L,­J L,%4 L-4 L-,J 0 1.44 . ! i 1 W II4 ,_rhAqmW Pj/e rp _C-J. SZ) .�� , fes . e5�t% t / leis 0" I a .T(04e 19MV) I ExcaV7Aea gv,5dfe q *4 T6 U)&Igo - SI NGLE BEN . 1/ I? order �o /K7 // -11V/e gn/?'%eA6114END BENT ULKHEAD (*15bow) AL DAT. FAnd5 Cs ELEVATION #-/tO4 C7yprcrh7h Ile10fal &1nd. S�:JaIL01 f 1�1 0-C /*C- "0" SCALE: .WA Drawn by: Sheet a ; i 1 Ii 1 i .• /�cide7/.94P %61e.= X non. SCALE: capac;y- D rrr= RURN S&0 2 : ; ,S! , ,.I , ; - ,� k, � I f= ?,- I - - � - - Approved by: . I . Pat Nevinlw-- PE- Director of Revision Public Works - . ,, ___ - 111111111111111 __ __ , . - - ___ __ . . . I.:, � .,.;I..- -,'. . , - ij . - - - No. Date BY - - - Ckd. ommommammommenom� Appr. I 9 11.11 I , . � �!z- -�& . .� �,j - K, � , � ...;-!A�,Qlrf";Ii?i��,.i.."tv...=" - . . As Shown :r > IL D ' d by: of - . .j , - M. ­ . . , _. ____ 1� - . REDFORD , ENGINEERS - ELLI NGSON ROAD ..- , -0 Approved by: ,�; . jolt NO. I _.:­,. . � 10 - I1=YZ U.A.B. N 0. . 4 , ­ . SKINNER ROAD TO 19' STREET S.E. .0 ... , CONSULTING ENGINEERS I I PASS -BRIDGE 2-3 - ISTC0. %Z�_ : .1 __ e : p 8-1-19�� �l ' . I _ In . B.N.I. UNDER C-713:)_01 IV - I I .1 � . . OOFLY DETAILS , � - - - I I - ___ . ___. � , I., ._ - . - �. .,__ wASHINGTON SH DETAILS . . , '".. � - , l ",.,.. . - - L .$ - - , I 0 1-1; I , ,14 I . 4 ".k ... A " �:.�� � I rL , . "" ­. 7. C � 'r I 1� . " �L 14 ".A,,�, � - . - -i " ; - - . , � ��. ....- "i *� I k . . I I 1, . � .. - - � . - .". - . � . , " r " - , I 40, ? . : 4��e�Ao­ _�i , k , ,- , %, , ; - -!,.�Aio��i.,.=62.IiT� i-Vrdi.Nmmtxy ,I ,Z &L,- . :1 -AA& Agff, . �; 1: ". - . .r !�, kit A, Z*` - 1 " , �.A,i�Lq1Q%"mra&.L- 6 .`ar12,26-0- r :-a.►2.Zt 0" Lu I' 'N 4 WASHIcQ NGaA iS01`Ti 14.,W DRIVE SOU E VQ BENT 14 j PUN STRltisiQt Swett OC 10•.ib.28'O- ExctPT w mitM►Ts STRU�GERt At smo SPM.Hs • w"IC1l i11►1j St W-0' tON6 SO T1tAT S1 RtNOL1k ; WILL DR<AR J01141S TUQeltettOUT %AuraZN or. STRu6Tuts. GUt ►'t UMDS To FIT smus. _ _ _ - lTtt►crc :.4 `' 10 � Y . PART ELEVATION ,,►fir i�•.•.�OIL vo-1 - - t . )Li ' 2�3i♦.1'-9' t�axs WITH 6;, 6" LONGATIm • X+ SPLR Re" %out -- 4' SpLiT �1i0 I 2 �♦ 84t.TS �:t�x1�6�R4e►iScD ©�.00K.T� 10 EXACT Sit% 1N CIELD ZO ft BEtwarim ii►su awns. Tvsmt , SURT&CL StilposE'D w TQimimims. GRAIt4 TO RtlN PASS&LLtIL TO $RAH DRAC i NOT Et ALL mLss tm C>r8' LOu6.STauT3 gs{ALL 1 as aoRCo I% pitt.0 AUO FLOL0 TRCATMSNT j a _ AA1iL14D. SECTION A -A • 1AA1[ St QiglTTS0 O*A \ `~ - -' Lowsa E NOS Of _,�-_ - _ � ,,=-. i � $1RtOiEs ♦I1TIi MAxIMUM \ � - I ' ' ITUOtN►L D1►bOu►L �p MIASNfrR iiEAD � 9 +-9+� URM SP%Kt-S I � a_.a• TIE SPItCiR • -Et-tlY":S' StR1KGERs f SCE To 1134 I I i' %�tlC ?O CiROt)AID L1a1l. tlRt►tras MaY s3C CUT '�_ a • I � ..� IAI FIitO iF N6CBtSfAA'Y F_LEVA710N ,�~� ` - ANO P1iL0 TREATMSMT St. SO L � .�`. 4, 6` -S&st+ BRACES $,.--�-D• __ .}. _._4'0 - .+ 4frt �-T WASHER HEsp 40LT to DE PLA rst T41<. i4' DI:IVG SplKfs w `TWO TIES PER TIESP►CCR Lawst 14, SEE PLAN G4 8 .•�' �� vEwY OTrtsn Tti ----,,, _S�a-o- - -+ "� 10` WASHER HoAD Dlttvt SPIKIiS IN OT,tia 'r1Es. `% � = IOC �TRttaGLRS ; 16 6146 z MAt \ 1� ALL �E\ A.NO PlLIfdO SLJAtt Oi TRtATED.do— THE►tEO Tt� MIlSt NAMOL Cli�s TOE T1tG'VNtYiATlb letfit ` CA"? 001MA• �� M B6 USED. wulkw<tViR • HAIL OCCt>► U R tgA►T SHALL firs ►►PlIEO. \\\ _�' S1E4D TWEXI N14Nt 1 ALL A1sR1 cuts >,r1►a+s IN TM�a swLtsfato BATH NOT CRumal nL TI•to Y S►1VRI� % . by A sw&0olw4 OR ottos�-Ca SM. \ 't 1401 ai DaILLSO I >.=g�►TSD ZnNtbSR t 1� v�l• 11 \\t \ FRA { = wwwom- TR,&.tp PILIIS 111Y'.1T N0T CI>tt Pi! PAtYlM , Cl�pso?tb I:ti.LT�R BLocKs suW.t tE USED Td Pik s1�At�1 P1LH suku- a CUT AMU pmsev 0 As utoMw- wAY eaACt++fi SUILLL.IM FAWSHILD TO CAPS 11ifi1 /�-" T USE 6" WItS CRGOSOTIIIo FILLER 64 rijILS14 GAP AN!♦ SWAY 15RAC:1s 11= PINES A>iw! aVE.R Irddc Do, -ALL sRACws s{tI�LL >ti t:AsTiNlb TO PII E'S w1T1+w*wxx 8oRE GROOMS F0* Sp<R 'muss WITH Tito Soulf flute 43urT'e'E• �i'�- , i4-M . DO W �T GUT ma,1IIRIAL. INS►DC OF 6*00111%. - SLL00LTS 71411W " '1<IMLiR !WALL MAVI& A �,.3"tCM 'WnS4aLSW. '-J�1 MIZ �� LIUT It i� t USE APPROV110 LOCK NUTS ON ALL BOLTS i;OLES •O! Sit•+ 80LTS sa►Lt.1t "fit+I�1�lo�Rs cwt'o bttt�'t 8ot�s 'SAG-t: C3� a��1"�' - i•IOLs.S Foot bowls Somst sit ►LL VA g LESS THiM DtAMRTER oP SPI i DE CK ZItS SM&LL DE sPACCo 14" D.C.. tIES SMALL OS 601166 1N TIAS 1F1iL0 ANO F1SLD TRt►TMiNT •PP1•IE17 T I sP&C,V RS* SU&LL 4E GUT TO p1tOPlt LE"I&TH AND OQ.T 40LES SOW-V %VA FIB--D AND FIELb TRE-MMENT APPLIIED. WALKS, itA11..INOS AND RiiUGS PLAjr_oRMS swiLL1. as PLACID AS D1RaCTEO % STV- PLAN s t15- 654S-Z. FOR DETAILS oP BFNTS ut0►tER THAN 40' SEE STANDARD PLAN a 115 -6545 -S 0 ' -� SS { Des TaK NCE NSOW --" -�, -L-;-3•A� f6•de>,Z (��.r: laG SCR;v.s� d OETAII. AT CAP = '� 3 •�.2'-2' ORIFT QOLT o ._ _ • j'-WOAKI46 POItJTs Foot PIL.o's SEE CAP OCTAII� ON HORIZONT►L 11.11iti. FRAMING DETAt[.S I X ` i 3 `4 : 2 -o` Zoi. `aD ft 10I - - fl6- VIE1N a SO / I • ---T � I { C4 Qc '•� �1 '. NOTE: ' L7WER EtJ05 Of SWe.`f 'SQsCQS Ma`s [i►i GUT 1N FIELD tf NSCESS1►RY I ' :.nlD FIELD TQIi►TMEWT APPLIED ���'• rT" - -- - • - t3 to � • I� 1 'r 1 4.1.*. OOLZ S 1-jAX Bo►T SPIKE • 14,4 SO 1• QoLT t 1a+„ a" Bo�.T SpIKi OatFT SOLIS V4 i12'-2' wlTUOUT HEAD OR POINT. Soft% 10 NOLE T11ROUS" CAP AND INTO PILE , I SN BIELD. � 4 � a• • eD' Cli! 1 i • • OM O � 1 ► I 1 ' ' ELEv�T1oN OF BENTS TO aE USE wEIGMTS VP TO 4V ' I'- 0' a• SO soft if CAP DET AIL e ' �' 3" .SOW 01 o r Z M t- i CQNNr:GT Swwf OR►CGS TD Nt ;N 1NZtIRMGDIAT6 P01�1ZS W1TIi � � ' � __ __ 1. 1 ♦ [30Lt (Wo BOAT SPIKE) 13 "� 4� �, 47 . 312 rj _ 9 /Vora ANGLE 6•"31Zr12" DETAIL. OF ANCU,E -MK AA . I'.Z .0« STRINGER STRESSES M4. aR I DGE ON CU RV lONDINti ' BENd1N6 ]MR. S s SUPGRILI�VAT10*1 I E-IZ . ISSO- P�i1 �Q REFERENCE; STD. PLAN OP WALKS AHO RS�UG% PLATsd01A, . CQFosoll CAP -SEALING, Coalooutlp • '1•AORIC - I I n1r 'CG.r- �JEALIN6 0011ND _ ` r_ V� SURLINSTON NORTHERN INS:. j STANQARO PI„ X 3 • °' TREATE PLE TRESTLE oBUILTp DATEI?.-`1A..- FOR HEIGHTS 'UP TO 40t 'FIELD PROT CTI N PILE READ. � ' ENGINEERING DIVISION, ST. PAUL, MINN. Nov 1970 . 15"NuNfi compouND SHALL I& gGLF►1A11A..IN% BRIOM! C"A"T. Reg ended: I,., EA6RIC Stl►LL Bt 5 OuNcss OR Moab vyls T�� 36 t1Ki•.o� pGR INCH. (L. Aeet. vice ►reeldeat Eeor. I L Dwq. No. B 115 - 6545 -1 74 STR 2564.1 SH-II 2 1114I I6' - O' Lotto. _ 2• s I {{ _ fill — � IIII �- �•• .-.. 2-�` ., {III 1` ROPE -= PO'STs Maar� r� = III{%Nc_�k _ III 8 W•42_ 1 I.1{ �. L Tft QST ZO Tlt�BoLT S g _ / •MAGNING• � `.Vltta OCK NUS i I 111,pLT WITH t,RFRO'�r-uI . 11 • � T12AG1C { I -- IIIII pipE , 1 {{II :dt1T 56ti6 ow- sale So1KE'sCOD L { w/L BOL AMC) ` N�� i S_O. SYE=�1{ P�.1SS � III .• = III �, �{I --" i . iII a >,<a Y1E II N III SPscER N II _ II _ 3� _ I - ��{ � • 1 1 . 1 ; / 1 1 1 . wl � II �7 7+ Jl6 /O�. �1�1�11 I^E .l _._ ._ --+ , TtE Evc �I 6 j:F 16*6 USL- GRIP SPtKE9 • = - ♦ �.� CL�vA� � -1 x"'wc 2' L 2 ��� •a II . 4t .�IAGHINE t� o-g': .� �tn_y-�� IIII � - - 8oLT5 '" "Awflaov o LocK_,: _^- III *4 BORi �� f HOLES . -IIII NUT. boar.'3ib ♦ HOL=s , III III .fir .x ` {{II J.1Es I {I u- BoLTs12- BOLT s 1o>z ! Z - C.LEVA�N III IC BOLTS FoR S• SIEa USING t-'ll'E RAILING II{ = t'a Call ,:wP2 - INPt - ALLCoaacas To BE SHOP IIII USl IIII _ - -� _ II - - WPELDED JOIIAT' z in t- IISTD. PIPE 1 i • Z I{il �f ' IIII Wd W II II t8-6TtEs og- - • - y ---- - _- - I'' 111 �!.I - - - ,4�i � CI LL ST6SL 12 O• TIE Im 18-O- TI4s FOR _Otz STcaa tC - Ties -• - --_=r _ _ -- - - - i• -- -- - -- -- I•� I�I-{ I __- , S E ti Y.'A LTK `� t= T A 1 L - _ _ -�_ — , tr1 � t� •-r� --i,° - - �� - - I { III ��{I ITiAsIoMOaNt�S41'R:-�o•aSIW�SAmt.oNemcs.. Wk\.Y- %-0 TIE I !1_1181:2 SPAN$- - CCcz .-- - ----- -_--- -- — - _ . I � ! 1� j3%R SPtiNg r) 1 - — AL14 WIRE p ___ ._ O `+ _j N -N IIII .— wP1 wP2 �'2�.3 E� BOLTS a U. 1Y II 2-NEx N A _J ar OF WALK W IT N W IRE ROPE RAILING _ III WIRE RpPl1 CLIPS IIII -j- 3 �r DET A! 1. III - 1 I - 1 -- FOR STEEL SPANS ' PLACE ONE POST EvER�' T? TIE I -- III► IIII r III ''' •` —. I ` o =III - �F'PRO "ED LOCK W I11 -- t t u T (1-A E x) IIIII •a• Illla+ll'7. III E ao> FURrtQ��1/�jO U - BOLTS WITH V c1_1 a7Sr rN'� (�V PIPE RA.1L11IG . �I�� II► C2ova: :OcY. I O Q �w - �•O I F- to f `L� �16 RAQ �)ETAII °F '.J.. 1Y)0 - UIZNISN 'two 3-301,15 W111A "cN PCSZ- TQAcK 3 -2, - -- - -- -110. / WIQE ROPE CLIPS FOR WALK, ONONS SIOC I ; POSTS m1micWP T14 t�j�-O• LoNb -� GALV. WIQE RCPC- �^ NtMOLE • I SEE DETAIL A 2 ♦. 5• EVE &Y.-T •a,p� J-BOLT 2NEx NUTS •I 4'- 0"- .�--AOSTS I I °' 'o WPl OltWP2 4'•t 8 T t E N - --- - ---- - --- SPaCtiQ � � --- 3 . t()• pl_ANKING • `'' � N � geei- 34♦.l0' MACNIfIE `3oLTs 13a~ 8`a ? w/APPROvr=D LOCK NUT. 40aE 15j• Hot.E IN FIELo Xwo PResSURL • - % ---- tacwT. -' - �. -t �� +i• Q,• , "RAILING POST t3RA.CE M 9R10GE ENDS �`*T I ',�� �. � at... � ��n31P� �1���L�6"tJ►�1�!'IJ+►li.?� �1 1 SB2 S�, • 8 -for lelzq A5. -- - - - Wro DOUBLE GRIP SPIKES 114 i _ i ► 1_ 1 PL. N• / G , r 'moo / `7 Gv,174 `6 C -f 54�•�4 � I�=1=0" PLAN t)ETAIL OF REFUGE PLAT FORM FOR TImaER OR ST SZ-L SPANS- - )--T E E L SPAN SHOWN .GALE '2 = I•-0• IVV 1 l� ALL Olt T11�+Dries '�NALL oe tReaTEeo . _��''� �1 TRCA?��\\Z\\1M6GR MU9? DG t�stfOLQD :ARG�ULt.Y To AvCttO� LNG AN`f ppRZ OR TM< t]t1��� 1AT�b 1NTGRIOR WOCO. CSNT NOOKS P,AVt-�•`�JIKES VQ MOLES SHALL NOT t3E us�aC��\\ N6R R OSM s NAS CU4QE`� Q TNQ'iR6AlE0 a�� �t�►� L eS �►hp L, a o • `-,,,� 1 ,�Ns AND`MADI& IN TRGATEO TiMAIiR 3t•t0►LL F1EL.0 TREATMENT AL� AtNk� _ Bl SWP.OSiO W1TH NOT casosOTCa Ut �\'� ZI��U4NLY S2►TtSR1TiD 1 1►�t• 5►jp►LL• Q� 1 OLLOWriD SY A BWASSIK4 OG 31tt0ri�� 0►""1 T. HoLF_S DRILLED IN ZQE►TED ��is $Ba SMALL 06 pIt1! tME, T21941aO WIT► NOT caaosot8. tr 6t OOueLE GRrP SP� �I I32 a. //Fog PIP ING ALTCRNi4TG) \\\\\\\\ `USE SoM L%%GT1•l PIPE WITH GAPPED 1;cN05 xmb 'TMR81►oG0 GO NA>5 eCR�S ZIvAS%%t TRSSTLLS. CUT) TK Sb I►td17 CAPI QAMDOM LtN�TM 9491 \� ` OF EAcu STatt- SPAN LGAVI► 4'J• (sijWifN ApJaCtNT S&C-TtONi. \\ PAINT -. POSTS 'SHALL Bra 41VR1`4•Ott COAT OF Rr-O 1-1k0►O PELtMSA 1% S1tOP. MAT CRIA�. Whir. 'ROPE - ttytitS.NT A.s.1,M`.4�1 w}5�, ay }�'111'6`im STQI►ND,COMMON G440C TY►t I G►LV. PosTs-C�ae>;eNT A.S.7.M. e36 MpLLQ t.ella 11ZOW Lilt a&S-GURStraWl A.&T.M. A33b.(.i-BoLTa o !1•dottA) FIELD OR SHOP WELD d01*1'T Lowell ENO 0f BROkcri S.-MIL>SR,. 1u * ROL% NOTE t,1sE HOLES Pot U-BOILTS IF !I + Sto. Ate 11 llsl.o Im PLA'cc Of WtRe Roos 11mL. 'z4 uol�g - ;�GR-t30t_zs 4+ Hmas - Fos- 3-%MIS IN POSTS My, WPI iK Z5 i Awo WP2 OHL`fps4l.Y_ r � .?' w - 4 y UIt. II 1 i qT I � i , _i• • N r l — 13t6 HOLES 3• 4s I i • It -elk -- 8 � • •2 x BUILT k CO DETAIL OF RAILING POD WEt614T OP ONS POST T%r,) J-Bolts Uu"A 30441j► W p; W P l AS SNOW N W P2 OPPOSITE I•IA11 ScALtj �'t �t-O• BURLINGTON NORTHERN INC. STANDARD PLAN DETAILS OF WALKS RAILING 81 REFUGE PLATFORMS FOR STEEL 81TIMBER BRIDGES ENGINEERING DIVISION,ST PAUL, MINN. Nov.1970 Reco mended : I I A 9. A&St. V144 PF4SW14111 Emit. I4- V ,pATt�.�....... Dw9. No. B 115 - 6545 - 2 NJ 74 STR 2564.1 SH-12 .- ♦3 , .^ _._mot :.� ,r R. Z�iL�•+,L tii...... _._ .-r_tJ'_._._. _. _..4iY.... �_ I BEGIN PROJECT S io A= 91- 35' 30' R = 35' T = 35.99 L = 55.95' PT 10+ e A = 840 43' 21" ~ R = 48 T = 43.77' L = 70.98' SKINNER ROAD A=040 18' 01" R =1330' P T = 49.93' L = 99.82' BK=351+22.25/ AHD=351+�2.14 I I I No. I Date I By I Ckd. I Appr. I Revision LUMINAIRE SCHEDULE N0. I STATION CIRCUIT REMARKS 1. 2 14+65(LT) 14+95(RT) 1 1 3 13+05(RT) 1 4 11+35(LT) 1 Mounted under bridge 5 11+35(RT) 1 Mounted under bridge 6 10+96(LT) 1 7 10+30(LT) 1 8 10+00(RT) 1 9 10+75(RT) 1 Approved by: L Pat Nevins, PE. Director of Public Works REDFORD ENGINEERS CONSULTING ENCINEERS BELLEVUE WASHINGTON f I ! I I ! I 1 I I ! I END PROJECT ELLINGSON RD 1 I ! ELLINGSON ROAD 15+10 i s s o N�' I a I L - S T4N� CITY OF AUBURN SCALE: , WAS = 20 Q- ��� ELLINGSON ROAD � SKINNER ROAD TO 'A" STREET S.E. JOB No. ` �RFG13TER�O PLAN c700-00 , , 1B31U ILT DATE IZ—.3A_ Drawn by: Date Sheet12 DSP I I-72 Desoils by. 1 172 of 14 Approved by: U.A.B. N0 11-72 8-1-10502) 74 STR 2564.1 SH-13 )v,*­1_ IV a flo r) pr Fl- V 10, W ell T OT r- -- a Er '(D 4. 0 Z 0 < 0 o (0) T rn 0 0 z cn 0 M ;z cj) CAI z 0 z V V W X z z m M c) ;u 0 .0 ;U o G) 0 0 _j (f) m o 0 -Z> ril 35=- c X cu 0 m m 0 Z U) 0 ". 9 :0, 0 to 11 "N > (A m+ t1l o Z LIn Ln rN) 0 ;u C M ro Ito x ca 4S (A Z 0 m rl 00 OD m 0 ... ................... .. ................ .............. ... ..... ............. .. .......... _...l . ...... . ......... .......... .................. ........... I ............... ............ 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I ............... .......... . ......... . ............. ......... .... . .................. ........... . ...... .... .......... ....................................... . ...................... 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CT.. I orq: . ..... BEGIN CONSTRU ......... .......... ....... 350+72.7 ........ ...... ............... ............... ............. ........ ................................................ .................. . ............ : ... ... . ..... . ................ ......... ........ . ............................. ........... ................. . .. ......... ......... . .......... ................... ......... ......... ...... .......... . . .. ............................ . ........ . ... . . . ....... . ... . ................ .................................... . .... ................ ............. . ....... . ... . ................. ........................ . . .............. .......... rl ........ ....... ......... ....... ......... ........ ... ....... ...... ....... ...... ............. ......... ......... ......... ......... ....... ......... ....... ......... ......... . ....... ......... ......... ; . .............................. .... ... ....................... .... .................................. ......................... ............ ..... . . ................... .................................... . ................................... . ......... . ............................. ...... ....... ........ 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A P 351+ 9 4.27 QD* .... ......... . ....... ... ........... . ...................... ............... .... . .. . . . . ............ ..... ... . .... ............. ................... ............... ....... . ...... . ........ . .......... ....... ............ ........ . ......................... ...................................... ....... .. ...... ......... ...... ...... ......... ......... ......... .. ...... . . .... ....... ................ ......... ........ .. ......... ......... 0:: ...... ......... ........ ..... . ...... ......... ......... .... ......... ...... . . . . ......... ST 352�W-A2­­­ . . . .......... ...... .... . .. .................................. . .. . ..... . ..... ............... . ..................... ....... . ... . ......................... ............ . ............... ..... . . . .... . ......... . ...... .... FELL ......... ......... 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OD... . ...... ......... ...... . ...... . ...... :AP 352+50,57 ......... . ......... ... ......................... .... ... . ... ..................... ......... . .................. . .............. ........... .... .... .. ..... .............. . ...... _.: ................... .................. ................ ............ ....................................... i ......... . ......... ......... ....... . ......... ........ ... . ........ . ....... .. ......... ....... ....... ........ ....... . . . . . . . . . . . . . . LA. . . . . . ...................... . . . . . . . . . . . ....... ........ ............ ....... .................. 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'END ........ 353+77Z.59 -1 ........ ....... ... . ... ... .......... ............................ ...................... ................ ............. ........... ......... .. ....... .......... .............. ................................. .............. .................. ................... ........... ........................... .................................. ......... .... ................ ................... ........... ... ................... . ....................................... 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'89: .. . .......... ....... . ....... ..... ........ ....... ..... ... ... ............ . ........ ...... .... ............ .... . . .. . ...... . ........ . . ................... . ....... ............ M r- rnrin I< I Lln J'�Au 771 Revision Approved by: OFFSETS M.L. TO SHOOFLY No_ Main Line 51a. J�Opf Jld- q - Off,547AM 000 -.— 0-- 5.82 ZY 05 79-65 --79-65.— --46.59— Z9.03 58Z 0-- ----1 -W6 t03. 35 Z4-00 71-40 --9-1-,00.05— 11+40-OS 12IF 40-05 14ol-40-05 4 3 348t 01-9.5 4 349-00.41 351,,37.96 35Z -t /7 96 3 5Zi-9796---, 555-t35-51 .556+33.99 358*30.57 -r-40.05--l— 5 6 7 b 9 H ,, 36032.4e SH-/6 I A �zl tf� N 501 ko-I I I / I A 50 --- -- , 30 7 I t I ISECTION 30 T21N R5E ,��, ,,�; s •y��;: k/r/ `/1✓F SECTION 25 T21 N R 4E i I I � I _-k Zr 1 ' � • � � '3 I I I i 1 ( /O 11 t 12. I •� \ ``� / Z `....... I I \ o ED 5 OF PA (/WENT _ .. � . - �'KoP .� • Gam_ / v� t� /�t/6 k'/fit/ L I/ I I 141 ELL/NGSWO E'X�ST/it/G Epcu aF P�4 v,E�1,E�t/T _ - - -- ----- Al /5"� i --- V �lLr�tlGSniV KD /Ot6/.2� _ _ — _ _ _ — _ — —— - _ ELUA/6 O(/lEii/T' ��vF/L� COyVT _ _� 3 1 5K/N ER 3 f2? �-- -1 __ _ -------- -_- -- - _ __ _ S_ - -- ---- - -- - -/ 3 E�f-Rt�P f_�tb /4 25 f - - - I /2 50/(/ ROAD I �� 3G 'r 3� �CUNGSDYt/ RD /S /o "C"STiPEET SKI.35LfZ� 6 / WE - �r � peoposE:P Z/w IJAIE. � I + � I 121' , I 1 I� I I� `I i, i - - ` I I1 i a I o �o II I I � I I Approved by: 1 YH bt1, I IUIN t:_LLIINV,-.DVIN r\v. Q 5 GALL REDFORD�-QENGINE LS�- Cp�t3iLT;1VG ENC3IN$ER3 t, . -� IJ , 3' .w'.. �'.+.y`Y 'Gy 1 . •�T. � y r <liK C a a'it' ,; ,- A S H i NGT N ' i ECTION 31 T121 N R5E 1 P5zxl5;r//t, x/tt/ I LQ m I _4 n ' AI + o i 40 i in Con rv„c,/jnr> wires �v� SIB. C'- /_:�o SN1 tv127 ,: AUBUJRN SCALE: DraMrn by,: • Datc SheetCITY OF 5.�.rM. a5 �,�I'joWr1 Denaned by: of ELLINGSON ROAD prr v ��'� JOB N O. 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