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HomeMy WebLinkAboutHighway 99W at 69th Avenue • • LJ /� /• \ i I r�. _�'. r / / �4:Ittintair0/1/WIFV11, _, di* ' IIMI Migi. . ' ' r \•-.....-2....-•••'''' ' '''-:: ) • y • : .•••• ,./ .• .••• •NilliMirill�.� � � �� �::!+�--r•••.,�;.,r'~: i ^i III • q 'l/ . •r ,� /r?\,./ ; • , _ - .w �� ,Y..✓'• - �► CD I'�`._ '�Jr� `LSr`L.at� (q y• ''~ + t' .' 1� ' - `.`. :! :�\ ; :'I ±' r r ' / / fift.. , i-'. -01 7 , - • �t ;.:. Jar, #7,..-•viwirei....,n, � / iry iri ft ,k_..r A, r wiz 7,...„ ,,,, ! ,, .. . - .. , . 7.-1• '- ' ,,: ,.. ..,:' •,:: ilLe14-. II 10.:., b , ,, . t_Ali_ w, • '9 t Ah;:z7: ' ..,re- \ '` / .., Lillil ,,,. ,' 'e' i' .-- i. ; -;...,,:11111)7:1- 7T.el...0-0.*Aii.. ..,:iftL.-4.45--40,:1-st, ..., .,. ,t, ••• ' .4,r,00>i6t 1 i s--44.4 -Pv" 1, - ''wk.-- ...- - i -.Q,--? 4v.. _ ' I :- . .1.1_, • - tr_ttak:: .- ,..--:,:i.. ..... • . • 11 ,;._ �� ` ��4 „�" . .- ..__Ate - r. r 4.. . l �) \ r 1� / /r ?:::. -WI Itir• ,', . glt ,• , ,s, . .. '..i3, ,,. -s,.h._ •• -• - I ,, rt .: _ ,,, r -'4q . .', -„,,,, .. t. 11.re Lt.,.. S 6 . .. ' arc • i -i 1' . -ci !- i .111 IT ,.. o ,. ..... ... „., :I 7.0 1,,, .''e iift.,,,,,ii 10,- A. a ''';7:.:_"77.1...7.1-1.1 , L.LI .4811. 012. •• tit jite - 47.•,:"::::• '' • ' . . ,-- ._..f.,- .„. ._,..._ 1 -: I - .MEM- %IS * 44 / r. •. ...„ „ , ‘.,,, s‘ . .._.+._..._. . ,....1„,.:„„ .... ..:.. „, ... ,__ , 1--- in -\ I V,e? ... „ ,• „... ...„-- ,... • ...,, ... . . . .tiJ .•r - `T t, •: .4„, . , \,. . .•. n, .;� 'r n , .. .,::." ,-,•- • • 4-1, 'cr-r,'''. .b''‘J'', 4,1:01 • 44 , , . 94 :. •. :. Anii, .•' - , 1 ._ • ... •11, ,....t,,;„,:-,,,t, ;:l „ .. .... ..„...t it ,,,t,,,„... .• ,.. ,... ....„. ,•. ,‘ ... ...„. 4 • , .4 ,. ., : ..„ ,,, ,.. .....„..„. ,,.,,,,,,,,......,..-: -...... , , .•.. z L'i /-- <:'''''' 't . I ?..t.„ ' \ -, OA., • ! ,• • ,....-f • •. •, Cr) A' .^115 '' ,... : :•;its.APF,i-44. :• '' _ ' - --� f:�' .;L. �y ` '�,; ,-'REMOVE EXIST:-'C•B,.. o �I1 ,...,.......„ , r.+ �-: `i' •1 . - 1;��irg 1..1/47. 1.�r-,:7;J• r i ` , INSTALL 6.'LF 12" P T0,'CONNECT PIPES z '^ z •� 1 ' lJ4 A r '' � a;.'7 • 'r''`• •r� ~ e/r, _/ , RIM-... .-- \ , ~ v' < N �, ; . z' ..+�+... y, 12" 'GONG. - _I.E. -;339.36 f` ` . :. , Q U o ~ `w ' . ; e�1 , als �r'' S' �' J r ; i ' '' , j ;;r NI 12 COS W� I:E'`= 339.28 %" // Z = co O o°4... pont& �, +� t . ,.,.... !' /, ;,, �� `� 1 STA. 20+97.32 (94:87_ RT.) - -`• � cn o a" it . ( �" cT,• y l i ' j''y L4KE �,,' �/�/;" ' INSTALL •O1.O.T:'STD: G-2 INLET . \ : . , •,�%� : : �wM" osrvEco i /• •• .„•,: =' RIM -'343„94 •. illgt 12 r''�''� .,- -�. �, ,�'' . <. _ , 1,2"'GONG: E I.E. - 340.49• `(MATCH EXIST. / , - t ,. ,. �12" CONC. W I.E. 340.34 (MATCH EXIST?) ,. /°',,;i. ,,--- r'r, ---.. -- `*; . ," „ DEMO AND R VE EXIST= . . _ - SEE DETAIL ..- \<.\ D Z 4:440 VICINITY NAP • '• - - : r CURB AND DEWALKAik J' �" ® / ;;�' CONSTRUCT CITY' OF TIGARD STD. w M Q North f ��, `•. . .� J, ,,' ' WHEELCHAIR RAMP AT Le..l --1 �r/,,-', e--- „,' ��'r: <' CONSTRUC ONC: ISLAND """ • Q T. ,.,_�, SEE DE L / p� SEE DETAI r-n : ;" %%'INTERSECTION EQTN: 4 - r i0 '' r•;. STA. 104E-71.6 :(HWY 99)= �'� • r ^ STA. '21+04.85 (69TH). / / ' r'' 9 - ' r ' is `''' C,p / i -• 2%PC• '. ,.�;,f, ';;, s•;- r s' SAWCUT EXIST. AC `' 0) Z :-•' .. ... ., " Sr `�� C,I 1TTER pR0FTI F DATA• [n Lil 4.; �,4„• - , ,'-' n%,,>, ,;" ,,.. ,� 99 •• O • ��'= ,!,,;,'' ,,• .;: ;�" ''�- i;iw' ,'!�,. ,/' �j RT� 87•9? • O BCR 20+18.96 G 334.81 _j , ig,LA � - •�.'.� ;/l J, �, ,��i �; :' '' ,„. ;F�' >%f:,... ...: ... / G 334.75 Z <" ,•,y • Tvp 4 ECR 20+47.87 G 33455.10 '/fir' • .-' • / SAWCUT EXIST. AC ,� . 'J •- •\76' RADIUS PT. ;r;.:� ''J ;, t^, �, �, 1 r,<F:;: 2 BCR 19+86.47Q G 333.41 �:., .:: O to �� -, %; ;_,� = ;:•', y j--, �', CI- j • .;.;: STA. 20+50.22 p `"" • �°` SAWCUT EXIST. AC G 334.33 r ; :: G 335.27 `�„ ,;;'- • ,'" ;"•,5p MAINTAIN AND PROTECT >: ; ., I:::,:' \ . • , ,•,• :.,. EXIST- LOOP FEED SYSTEM.. `%' �•'••=•. ••:: G 337.35 ' •_c::::�_` � • •' / ECR 20+36.21 �'- , '' r" i::.:". CONSTRUCT O.D.O.T. TYPE C VERT. CURB 0 : , ,� , +D :•:::: ' 3 BCR 20+81.92 Q r ,%,.'. r' \' ' ' ^'P'T' STA~.20+27.87' W O 1 G 342.10 Q G'• Ravi .' 10:410. F AND CITY OF TIGARD STD. SIDE ALK /,� .,, �� p " T :/s. ;�. 0 1 44 G 342.68 Q ;-' :- 3.. ,.: ;::: :, IS1• G: ; :. . R Sy- SEE DETAIL G 343.22 0 ;' -' 1,-- �� , • .: Al. J/yyfQ7,70 G 343.68 . • r,� - -�''''f \ `:; '%,,� ', .. 'Li '6� .i,, ;/'�• /, ^>� ��, .: ' •� :•. 2p, 4 • ECR 20+98.44 G 344.13 = � � • CONSTRUCT O.D.O.T.',TYPE " STD_,--VERT. CUR '"C/, - ,. 'S. ` • • 7•8 l/ of 7 ,-'/•-•';'•• ,,,-1.. ., AND-'CITY OF TIGARD S El. SIDEWALK -/ ../ K �2"' 1•; •.`'"•'`' '' • ' ' ,,r, - ;\ E•'.::::: -•i , 7S L1 ECR 20+36.21 G 337.35 0 �, :� ;f :.;:•:: i L G 338.47 = - , `'12 TYP. y-- RTC • 1 \ v. • BCR 20+81.92 G 342.10 \ , ;''; f" 0 L G 340.95 \ DEMO AND REMOVE , , $33 \ EXIST_ CI�RB ND • .: , PROF \ ' (� CONSTRUCT CITY OF TIGARD STD. BCR Zpk� SIDEWALK'.--' F: . \ `.'> ;" WHEELCHAIR RAMP Sip.. L��. 1:- I TA 20+00 AL EXIST.) `�/ E��S�o O:� ;, `2�12 20t00 2 S MATCH E -'" ' / BEGIN SIDEWALK REMOV RADIUS PT. li>.%'•( -"` - t:.+ SIDEWALK CONSTRUCTION ( (ti;/ 15011- - C:B. RIM _`328.46 ,' \ i I. BEGIN STA. 19+86.47 • l .-., _ .. . ... 153.3 \� ;12' CONC(W LE 325.39 • 1. t 4 T RT. • V' •;%' \',; 12 CONC.(E I:E. 325.31 ,- ' \ F s' CONC{N I.E. = 325.Sfi i' I BCR STA. 19+86.47 (16.74' RT_) \°0\ittxEGo 990/� \:\%>„/,'' "/ Y ..\,. /.2';''' ,. '...!:>',,',''7' ,/'' '.-, . • - ems,',, .... - - • "� `- EXIST. PHOTENIAS TO BE REMOVED • ij \,✓' -.-,� -/•' ' / • •, ,.•\ ,,r,;t' DATE: ,,,.;• i EXIST. PHOTENIAS TO REMAIN \ • CURVE RADIUS LENGTH TANGENT DELTA �,;r • - CL DATA~ 1 1 30.00' 55.91' 40.38' 106'46'29" DRAWN BY: �\ 2 136.63' 66.52' 33.40' 27'28'29 D. ODERMOTT \ y R= 200 �� 3 50.00' 30.81' 15.91' 35'18'11" ./ \ p= 36'221.4 CHECKED BY: f, J � T= 65:70 _ , L=126.96'., -I- D. ODERMOTT r` C= 124.84 ' • /� i f F REVISIONS: - 1 I RECORD DRAWING GENERAL NOTES ; Piiit f-f ..,‘... ..,...: 1. ALL CONSTRUCTION SHALL CONFORM TO THESE PLANS, THE 1984 EDITION OF THE O.S.H.D. STANDARD DRAWINGS AND SPECIFICATIONS, ST L ,,; `,,; . ALL APPLICABLE LOCAL AND STATE CODES, AND THE ACCOMPANYING SPECIFICATIONS AND SPECIAL PROVISIONS. 797`O l ' 0 2. ALL EXCAVATORS PERFORMING WORK ON THIS PROJECT MUST COMPLY WITH THE PROVISIONS OF O.R.S. 757.541 TO 757.571, (REQUIRES -97 . , • ._ CONTRACTOR TO NOTIFY UTILITIES 48 HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, PRIOR TO ANY EXCAVATION). / (11110 3. VERIFICATION OF ALL EXISTING UTILIY LOCATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NOTIFY ENGINEER OF ANY \N` DISCREPANCIES PRIOR TO CONSTRUCTION. j 79s. •• , /' �Q MACKENZIE ENGINEERING INC. 4. TOPOGRAPHIC SURVEY BASE BY OLSON ENGINEERING, INC., DATED JANUARY 29, 1991. - - SCAT.'. - © 1940. ALL RIGHTS RESERVED THESE DRAWING ARE THE PROPERTY OF 5. CONCRETE CURB AND SIDEWALK SHALL BE CONSTRUCTED IN ACCORDANCE WITH O.S.H.D. AND CITY OF TIGARD STANDARDS. REFER TO - -~-- 2isisisiio ,o 40 eo AND AREInEiOT TOEBEING INC.USED OR(REPRO- - STANDARD DETAILS PROVIDED ON SHEET C-2. -,ir �. THE�PRIIORANY WRITTENNPERM SS70NT WITH OF- M.E.I. - 6. CONTRACTOR SHALL REMOVE EXISTING G-1 CATCH BASIN AS DIRECTED, AND INSTALL APPROX. 6 LF OF 12" CONC. STORM PIPE, ASTM C-14, •� -.•' ' _ ;. SHEET CLASS 3, WITH CLASS 'C' BEDDING AND BACKFILL IN ACCORDANCE WITH 0.S.H.D. SPECIFICATIONS. CONTRACTOR SHALL ENSURE WATER •_ • _ _ ( III r__1' TIGHTNESS OF ADDED CSP PIPE PRIOR TO PLACEMENT OF BACKFILL ��"`" �. ='• 1 inch 20 it 7. ALL ROADWAY STATIONING IS BASED UPON S.W. 69TH AVENUE STATIONING, NOTING THAT DESIGNATED CENTERLINE IS OFFSET FROM CENTER 35' �' OF RIGHT-OF-WAY. l C 1 I 25' '. - 8. NOTIFY ENGINEER THREE DAYS PRIOR TO COMMENCING WITH WORK. r� -"`f- 3 t " • OF 609. CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING STRAIN POLE FOUNDATION TO A MINIMUM OF 24" BELOW FUTURE FINISH GRADE ELEV. :, � �^ �� " RECORD DRAWING 12/16/91• 19102401 --"Pz0.1 1 O 14 S}4 1 o F Mr ' '�-- '-•a•�111)1i11a iinflill IEMEI uiMMIlis�er�i aidaili llisl11agiiwmii�ll iifii�eC1G�irnlll•R11Hi'siii:riI . UMRU11111IN11RIUR11u 11NU111ItsN1Ilia!! lnn�rUMINil!!■11ru!•1114 �111•�1•wr� ,.. �.:< 6 7 I 8 a� 1 ►it 1... wl ellus11l■ll �w 1 l 1 1 t 1 I .,,_ . ,. - i 1 • • � - , //, ! r '• .7 '' /" :., ' --i=`-- „ CONSTRUCT CITY OF,TtGARD ` :":7: /�'.,. '' -',� STD: WHEELCHAIR,RAMP ;;,, _,!" ! GENERAL MOTES' I-16" Yi'•R• $ i ` / -SDt:D LiNE ` te /^J `. /' f' ,. - .; / � ` , I. as-0 exposure ~E~s 7' Dry -- p- I • / T - CONTROL .aNT _ C:S,,ED LINE -,i a •• , shorn on dons or as a•rec d. W surf.of pavement \ GRADE 3+£•R �" V.,,. „. ,- '• 2. Joint Soacir+0 stwutd De IS'maximum for > _ 4 i Z contraction aha 200'moxirtwm or of dl - er I • -� •,'• r .�/� r • points of tangency for expansion, �-! .'" ` I / Q �� �^ r 1 Transitions snot ae used In connecting 1 9 / 1--,-1-°'r" /' rG / ' curbs of Uftxent expostr es ~E~.c"E l , ' '�' ' IS the totd vertic0l Olatensiun of those I I curt) surtoee5 having a slave Of )d or , .. . I .I ',' ".r `` f''1 + ./�': _ ••-r✓' •'' f ,• steeper.) 1Gniexse Oes+rOalt transition :PE C 'Z �` ...... 1�. I length anon ae 20 for cod t~cif teronce // J ' r >"' /'V •- "' \ ■ In ~E: PL.;N •VIEW ,J- :' '`' �. tr SAWCUT �' • � « �r • . 4• Tops of di curbs Snot! Slope towOrd tts0 - .9" rr'' `, •',r am• ,' ' r . • / . ooa ay 0.02 normd uroess other.: _ \ .�� snows+ or as Directed. sir cs -•--�r \ �, / �, l r' . - i ' I CONSTRUCT CITY F TI c'o �':•='` I -y .- - t$1... 0 Cr) 0 G STD. WHEELCHAIR RAMP :�' '% >,' I .•.c•ew�rr.e _- r. ,,.i r G we %r'- .y z Q V _- -o.::..max. � •o�oo �� 341.00 G ,, :>u �o \ W W N • CONSTRUCT CITY OF TIGA. STD. WHEELCHAIR RAMP SECTION A-A " . '' • ` - J ', W Q w O I^ '"• 342.10- G' ' . F. N 10^ • r.cOwGgtC:watt.r.n.w♦wwwvw cc,....••=b'scow:.:•co mco.s3.w 2.rd.:. • Jv.,rw ,';,.,�>` .. ... V 1 1 v -•.pw.f tK'.cem :di Q :AD mum P S:.+:..PC Me::•.•sac:A+.O..WS x i Rq�l 339:: ' G '"• '.� r)2 9 Srq• .,\ O > fx LL SIDEWALK AND CURB RAMP DETAIL r362 �sp :--- ' J 9•,�,.20 z � I0 wo VERTICAL CURB DETAIL0 T: - - 3' _�.: , .� ." 341.00 G X8.92 ` m O R •z � R STq 2 -,� �\ (7. � • o� ^� rr, . INTERSECTION EQTN.. t\„„ �S' OX64 „ . 340.95 G O Q N • • STA. 10+71.6 (HWY. 99)= .. 7 • :'` ,� ��s. U U U < N y.~x 2-prsmdaed rater ISLANDS STA. 21+04.85 69TH ,�` �' �6' \ Q rn ~ TYPES G. G-1, G-2. G-2M Mae.width of Strips tr. ( ) •�® '� z O O Ctelley type joint In - ,�",•^ ' / e� isl(nd over ,'wider CONSTRUCT O.D.O.T. STD. •:� `. �' vor:oWe CtrveO crown O.IX15 ft.per }t• ' r'- \ / N O A A of width or Slope O3 directed. CONCRETE ISLAND ;"�� 344 \ � fie* = ,.icr rift- 1 •, sorter ,:6 um.width tr �,�R. SEE DETAIL •t' ` '.- ; c a .-r L' ry pA. Surlxe of �_ ©VW %I H •... " \ • w.ar :•eb' r-si; pOvpnertt ------ °'ern.tale: sorters of pavement 338:73 G • G-L G.tit.G-. T•Jl:':-J$- n" --�• „ r .. j 1 z r-c- I ." A C POverrent 339.73 G e f� P.C.Concrete T-1 I N lnrti S I Z L� t-rows,raYr r:.owc • Pavement I-d"---12- For A.C.over 3- .., . ' •' - r.r vu+r aglr.tom, PLAN )yi"��III1 • �� we.*curia/woos !wO �I '',r_Cacrvl as A�ttiCkne33 "/ ''R : - `� ' -I .!..= TYPE A t••;,,..":.,...r:• ..• . .• . .• .. r i j r• ^ t 338.47 G Q • Siete* • /Da•n!. - GENERAL not ES: .o O Q Z - _t Jmr ---' •. I. curt. 0.DOSure -E"s 7-nermd.Vary CS Shown On s \' ' T ante Facto/ .. O .. Otons or Os d:r cored. Ammo.team ,..0= •�• .�.;; 2. StorWcre Dotter is •,hewn.very es shown On typiCcl � , '"/ ':` •,:, • I r`' ,' RADIO PT.- .1•ST •-•20'+49.�9. 4 ., I--- n- l:: �..........:��� r .. ` -.Ur.r.r.kale. stre,ipn a os directed. . . • "r - �::. do:a 3. transverse joints in concrete ;stomas to moron joints • r �-. / t 1 ' ''-•-�7. l••lt T rai..-1 I..I ':., 1o`I�- in concrete.pavement and to be of same type.K eit l21.52' t'C'F..- ' -`''�`�� _ dowels in CwpOrIS:On je:ntS). r V 1 • e. Joint pnr..rvv s+,orrld CO 200•nw vieluM for aypMs:on 'r ' v ` / • 337.40 -G / Z • SECTION A-A SECTION 8-8 ono IS'mn.irwrm for coot,nrt orL :'•'.:•'. BASIN FOR INLETS Ptnce Memoded filter alO.w one Side of concrete 4'•' 3.373 i • Wren met tir a.owes :s,Onds in concrete pavement and oround dl ctsved �.• ' Q' • 0 o 1 Urr.r.kora. °1d" SAWCUT / © z Q I . �, f,, Levels g1,011 be }'i"6 with length OS Shown.In new T,• /� • ZI - _ Concrete Davement set dowels before Concrete '•337.35 G ® Q �•N 'g - •• CCMCAAt +�orZS hardens. In ewifting concrete pavement &al notes `' A , j w d..."4 and °rou OO C s :n. In A.C.pavement drive t U = r, rsbv.'d.rW.arp42105A , • ••• •. FT ta d gnw 5 rore u e!e'a.drrh toP•:..•Nsr \ :�:•Z. ;esem e I mne+dd iragea add sad w/i'•o accost / C/ ., •., / SECTION A-A SECTION 8-8 1 • , ` 'S Rr� C"(4,8 4.11„, CURB INLET S > z Z Q Q 0 CURB LET DETAIL DETAIL • ' 0 INLET ISLAND L A N D D - �• � scA - w � SAWCUT Cm 1 , • / 10 0 S 10 20 40 =• \ ,,• . . . „ CD < O . t .• - • ( IN FEET ) I� t 1 inch = 10 ft. • r PROF I 1 i\------,:--(;-.Gr.,1,1412.,. 46b,.... 15011 'AI 00��-G" I 1,J STA. 20+ K yam , f r' - Z'-O" ON BLAND I O i ./. d. ( .�.t`_: . -. _ rinTER1ALs, BEGIN SEX STING • OREGON _ o 2 t '0� 00 1 MATCH o 90 . -. -- 0 :2 x40';>Z GA GALVANIZED PERFORATED STEEL POST QjL -C r 25. °� `. i ... �2 V2 x 2 V2i1B.12 GIL GALV.PERFORATED STEELSi1FFNER POST 4 p GROUND • O Z - ,'►- - 2 V4 x2 I/4.x3G.12 GA.GALV•PERFORATED STEEL ANCHOR P. 00 ;- 3 p t r I *51 �.- O OR"13 1/ ",G LVANER B ZE HEX HEAD BOLT WITH LOCK WASHER, I :. 1 DATE: 4.!/Q01 11 L L.. p `�� I' o .. - • • ::: IL 30, 1991 •.. ., c ,. BCR STA. 19-� 86.47 o co i t • (16.74' RT.) MATCH EXIST. CURB �iat=WILLKJ • _ OD n o • o ....„9 . .' - CHECKED BY: ' i D. SJDERMOTT • , REVISIONS: RECORD DRAWING SIGN INSTALLATION DETAIL • j I O.D.O.T. STD. CONC. ISLAND 12/i 6/91 5' 3 • VARIES VARIES 16' 6- 1 • REMOVE EXIST. CURB AND SIDEWALK / 7- 12"; EXISTING GROUND 4' PCC SIDEWALK SAWCUT EXIST. A� - 2 OF / -0 C R.B. � 3 4 - r ;Y• ,,, .,' •'~"�.+`_/.t } r- `v• r. _ .< .rr.. :• V`_ - •.' MACKENZIE ENGINEERING INC. <''- ;,' -{_•`;-n?''••- -r_:' • ' "-'' , :>:•- 1 © 1990. ALL RIGHTS RESERVED EXISTING PAVEMENT SECTION �' . •-ice„:' _ �;. q '.':-.. "',-, THICKNESS VARIES ,. r <� .. ,fi:r` -:�;-�'. > :; ' -;�,< :.+' .'�`�' ;' «,. .n"�r :;,;:�., •.. ,,• THESE DRAWING ARE THE PROPERTY OF , .,•% - :".2 r'• .,: - = ...:; -1 . ;i- MAD ARE IE ENGINEERING INC. (WE.I.) , _ .. AND ARE NOT TO BE USED OR REPRO- ' • ^4`.,`'^; ' ^ ` v •' DUCED IN ANY MANNER, EXCEPT WITH : �..,•,. ..- : 16" 0.0.0.T. STD. TYPE • • THE PRIOR WRITTEN PERMISSION OF M.EI. ✓;- �; �>- 'C. VERT. CURB '; ,'/; 4" CLASS 'B' AC - . ,. . '" SHEET 2' OF 3/4'-0" CRUSHED ROCK LEVELING COURSE 4" CLASS 'B' AC 16" OF 1 1/2"-0" CRUSHED 2" OF 3/4"-0" CRUSHED ROCK ROCK BASE LEVELING COURSE C -- L/ (--5 TYPICAL SECTION C2 HORIZ: 1" = 20' OF 6 3 ',... ) VERT: 1" = 2 JOB N0. CO RECORD DRAWING 12 16 91 191024 cn -Po.3 1014- s p Z a c-- WI --.,^ "-,-IIMEMIIESIII---•-•,-.11131111111211111112/111111111111111111111111111111111, -- - {-1[ II11I1I1Ir1 ui-T-o -Hui I % J tf I T1 #1' -Ilf till l ITT [ I1 � � IT IiI11 iIiILTIj ! Ii I![ 1 [ [ 11 [= T( LII11 Al I t 2 1 3 _'4. �4 - -I ,S .I: -- ! 6 I 71 I- 8 i f -i 19 11 : r., t . ID . , STRIPING INSTALLATION LEGEND , ,, .• •. ,. . :. ...., --- 1 • ,..,...• / , . ..--------------- ...-- ,. .,- :. • ? . ..- - .,..,-, , ....- 1 • ...„ . • ALL PAINTED PAVEMENT MARKING SHALL CONFORM TO OREGON (1984) / . -60-- THRU TRAFFIC • .: . > .; ' •., - DEPARTMENT OF TRANSPORTATION SPECIFICATIONS ../..°'...............'''..-- I 0 ...dif---8" TURN LANE LINE - 8" WHITE UNE FOR BEAD BINDER PAINT. COPIES OF THE MATERIALS : : ' . „,,..•„"'''' „.-'-: •,• :; < I .....•''..... 2'. WITH TYPE I MONO DIRECTIONAL I - ,, „..-- 11 IC SPECIFICATIONS ARE AVAILABLE FROM: : , • „.., „- L.--iv 1... iv —..111 -4" CRYSTAL WHITE RAISED PAVEMENT I : ,-- .,... - MARKERS AT 15.-0.C. ENGINEER OF MATERIALS AND RESEARCH • -, . . . . ,..-- -•-•• ./.................. .. CD • „ ..-- Z - , TURNING TRAFFIC----- HIGHWAY MATERIALS LABORATORY ,.. • • ..•-• , 600 AIRPORT ROAD S.E. • • .-:-•- '-' ''' 0 CENTER IN TURN LANE SALEM. OR 97310 (503) 378-2621 .,/-- , * . . • I - • 1 (3) :; . CO ;' I --' _,,,,----" ..,„••- „...,•,- -"( ..-- •.„•:-.-,- , TURN LANE MARKINGS - SEE „ . • I ..7 '''''' ''. ..'' ...-- ---• ,..--- „--,., •:•:••' , " , ZU-1 CNI • } . MUTCD AND ODOT STANDARD I . ,. . - • ., . ' Ngi gj + DRAWING S-3 FOR DETAILS. STANDARD 8' ARROWS SHALL BE INSTALLED USING HOT APPLIED I • .. . •• : : '. .' -... ..* ' • : / ,,, ,-- ''' .- , . -,:--: -.;.•• , ...--'''' - \(\\G\\ *\ ;..:,-. .... .. '''' ,, , C70 . . f: , 1.- CD CY) THERMOPLASTIC PAVEMENT MARKING ' „..4.4.' --,f?„...,. .,- I MATERIALS PER SECTION 648 OF THE •, ' i (1) .; ..,-' .,„f•;:- -;• ..,„--' ,,,,;•• •, • . -' ••:1- . ...--' -- .-••••'..... ....'./- „. ,,•-' I— 1.( 4. , ___25. if VARIES ,I' 101-f- FOR HIGHWAY HSWTAAYNDCARONDS LSPECIFICATIONSJCTION - . ., . . ,- -,-• 1' , • -s.V...;:s• , . ' • --'" . .••'' .4:„ ‘„,-..• ,...-- :• .. C.L 25' LOCATE 10' FROM . . : „•••' : .- . -- - 1— .° ID-- N S „,<;;•:. '- FROM STOP BEGINNING OF FULL . .' ' , : ., 4--' •' -- • , BAR WIDTH OF TURN LANE • ' . ' •• .... froi .,.. ,. ....,-- , ,.• • _.,,,,, ..... - ,, •,, ....„, .,..." ., :,...,.._, , .,... , , . —N s.... , . ..,,',•• 4-, -- ,....• ,. , ,, —y. • . •-,.-..:, -i -- -, . - .---- .. .....•:•--- ,.,., .,,-, , --- .„„ •• •,..' ,,-- 12 CROSSWAU< - SPACE AS SHOWN ' . , • , ,. ,-" ./...........'..'---•......... • •-•••• a... . Z `&'•' 'Cc.i 3 .ok ,, ,, 111117 t TWO 12" WHITE THERMOPLASTIC UNES SPACED AT 9' O.C. . . .' . • •,' --- • .,. ! ,...- ,,,,., --'' ...,•.,•*"..-•' ---..•- .---,--'-'. .„ ,•;,- ... •• ..-- _ ,-- -- CD Ri Ca 6CL3. . , ., '' ' ,.,' ..? '-' . • .-- •.-:,'e- .. .- - ..••• em = - c5 1. 8' CROSSWALKS SHALL BE INSTALLED USING HOT ' -' ; ; . ,- ...; •;)- , APPLIED THERMOPLASTIC PAVEMENT MARKING MATERIALS PER SECTION 648 OF THE I., • • , • ; ., „-B ' , '/- -r- . .: •',--/".. - .,-- ,,,...". ,,,,,,,...',, e•',2' • ..,,.,,e• .,,,, • ee .....°.**...°..''.''..........°.... (.....) .-121. STANDARD SPECIFICATIONS FOR HWY. CONST. 7. 7. • . - ' /' ,/-/-' '. , ... ,-.- „...:,,,, , ,.•-•'- :-:,... !•'•' ....' < (-) D 0 I-co' ...• Z = CT) C6 C ,- ' .m.am _ ,•" , i ,-• / ,,,,•• ,- •- . . , „ , ., _..:•. ./...°....'''.. - ,, , :.; ,"- .„.•.•' .., • 0 re- 40' --0.4••-•40' 7 4" -._=,./..,,-4".. CEN TERLINES ii•-i YELLALOW u_LINOE: • ,, , •,• ,• .' •••' ..„•., ,•-, ,.,,,„- •• . .., .--"';'' :. •" EC C3 . W TDTREC4TI. • ••,• • -----4" RAISED PAVEMENT MARKERS AT 40' 0.C. 7 '7.77 -,-. • ..,,.,,, ,-- • ...._.... ...• , „•';'' ....-- ..--...-#...-*'.. Z 4" ,, • ,•,--• -{,' ,,- , ‘ . ' // \ ".,-•;• ,.- ../. ./..- ....• (i. 2"MIN----- 1 STOP BAR - 12" WIDE WHITE BAR -. , ...-- - ,' ,,,:-`" • .••• LJ1 ---\.,— FIELD LOCATED BY ENGINEER. STOP BARS SHAU_ . : ,.-, . • - — BE INSTALLED USING HOT APPLIED ; , THERMOPLASTIC PAVEMENT MARKING MATERIALS .77 c,.,,-4„ . :- •--'•-' -- ,-- • < > (....D <::( PER SECTION 648 OF THE ODOT STANDARD INSTALL "DO NOT TER" SIGN ; : , -,-- INSTALL "DO NOT ENTER" SIGN SPECIFICATIONS FOR HWY. CONSTRUCTION. 0.D.0.T TD. R5-1-48 i ; 0.D.O.T. STD. R5-1-48 0 z ___J INSTALL NEW STRIPES AT EXIST. LOCATIONS . -''' , . .-' ,- • , . • SEE DETAIL Aik = f2 —, , a_ - .,___ ,. , . ,,-- ' . _. . ,- . -' • \ IN 111V-rypICAL • , < l.i..) - :.•.•/. ...-,•• ., /"' - . C0 7 ' ./7...."--./.. . AeLD - ;•!..:• , C •s/ „.'-' ...-', r<, DO NOT 1 . ,••,...,!;:-. ‘-'-' Z , _,..;.:_•.. ,,:.• .,... ..,./.,, ::::::::::,,,,,/,,,,,,,..-:-: ''''' ,• • ..• .. - , ,_ ,.• .._-. ,-52' - ' , ,, ,/ 5182 WAELKISjtRIPES..' -7''' ' / \ /11, INSTALL "YIELD" SIGN 0.D.O.T. STD. R1-2-36 0 _1 = __.7.< I-- Z ,, ....:-/..s*:: • SEE DETAIL Ank < . -..- Z 0 ,. ,-, T1 HO TE. . .,./ Milr m. A 1.- STRIPING LAYOUT WILL BE MARKED IN FIELD CY) (f) v) ENTER V / .,• . •./1.i..."4,./•••:,:' ..:;;,. -I" ' •'.•• ' ,.;.>. •.!;'.'' •'''' ,, ,.• I... /./ ,,/ •• • • , ••/•.'i• // ,,,:•:;• .a •'•:;''''' .' •/' .. . , , / ". ,,I•'''' • i ., ';,,,,., ',, ,„ '. 2'-2" • (/ 7/44010. '' -c\ii/. ,,:, • , „., .. , ..- A B INSTALL "RIGHT TURN YIELD TO PEDS" SIGN BY THE ENGINEER. a) >-- Z Lii > CD < Z , ... , - • , „. -. SEE DETAIL Ark / . 1 "DO NOT ENTER" SIGN .,,,,,,,,, , , . , /. 0,_ - ii' , leir = Q ;....- --"-N7-( '' -,,, \ 11 • - ''''. 1: ..... ., E 8+5o . c3 R5-1 30" X 30" NTS '-,, .''-- ..--., ,-•• ,- \ ..,<,..':-------- iiiii. .:N 0 - RELOCATE EXISTING SERVICES DIRECTORY SIGN . ....-- •.• 0 < • ..• ir ----,,, . REMOVE EXISTING LANE CHANNELIZATION SIGN -- ,.-- ,•,--• -,-, • -- , - -- REUSE SIGN POLE AND BASE ON NEW .," . . \)\\ v-/ '';: . ‘ 'illiiibI CHANNELIZATION SIGN .„ A LINE sTA. / • / . ,/;•/;".„-.- -„, ' ,, , ,,,-• ... .--'' ,,,, ,..,,,,, ,,, \ - -1•..: . I - RELOCATE EXISTING "NO PARKING" SIGN . . , -'',4* , . (AS)?Races,. . .., ,.. ,..---, . . , ,,,, '..., ,.' :`::.•:-.,'-- B 2 i 00 -..:-: ., • sTo p . R. = 150' .--.:--- STA. 19+85 (18' RT.) +/- • . ,;',"„," ,;.; ,, •,-, ,,.•: ., • 1 , i 144 47 iipli -„-P S. - ,-; „--2 .4., ,-,- ,--: ,,''' • , . . INSTALL RELOCATED EXISTING SERVICES / --,'./ ,:,,;7'.' , ,-," „.,,s'' „---'-' , • DIRECTORY SIGN I 1 ---,' i ,.. „ 1 , ..r, ,-.../ . . /./-. . - 'r LAJL-A-'-..- .7 ,,,./ ,/,, ,7- . •,'•'' , , - , • STA. 19+75 (18' RT.) +/- I I \ - • / #' / ' . ' . INSTALL LANE CHANNELIZATION SIGN ,---`-/ ' --- •• „., SEE DETAIL Ark -940 , ,,, ,/'// • -• AL.RK OVAL , C9 "STOP" SIGN ---;-// ,,;•-'- ,..„- „.„ •..'" I ....1. ,.. IV . • BEGIN PAVE -p•-• ,,- . DATE: ?., R = 195' ----"..1111°1111- - ... 1 , . . . '. . ' , • . • ,,,' STA. 19+65 (1.8' RT.) +/- c3 R1-1 30" X 30" NTS ,, ,,„,- I 4". r‘ s'' : INSTALL RELOCATED "NO PARKING" SIGN • • APRIL 30, 1991 -"—:, - \ & 4r ",./ REMOVE EXIST PAVEMENT MARKINGS i ... 1 FROM STOP TO STA. 17+75 • • • ., i ' . ‘ : - • D. ODERMOTT , -.....,:.. . • \ • , . CHECKED BY: •• • 11' . . , . . . . . .• DRAWN BY: , i . 11111 . Pr ,,i, , - STA. 19+15 (+/-) .END 'iv 1. --p-,.. *J7 SIGN (BY CITY-)---- ."-,, -. -•,. .--',I. --.=;-'... ; ,;' 0 A ,, ;, ; ,- ; - _ -,- ,....._............ ., •-• , ...- . ' • • . STA. 18+00 . - 4110„ • 1 '. '. ,, , , . . •'. . REVISIONS: RECORD DRAWING 12/16/91 ' " • ' - T D. ODERMOTT sz.ci.. ,9 INSTALLI.04 „. "NO PARKING" IENLGLs0 WR Ell R I P E X ' MATCH EXISTIvilENNGT DmB , . 7 / • • -, -,"7,-- ,-• INSTALL "NO PARKING li 0 N LY sat, 7.25. - , tuf? - ., •,•.... : .: . Q- edic N LA .... . .: : • ...:7;c ,c--,— 'i i ' ,,,,,;,:,+.;:4.: SIGN \ ..., -'•' 1Z )/-L NE- ...,, \ ' ... /-04, Z; ! /..% •- --, It i. , . r"-S- LANE CHANNELIZATION SIGN RIGHT LINE. • .c3......) R3-8 30" X 30" NTS i , ,.:.' / . .. .- 14 ./:,,,..,..,..i. B .. \ „ • TURN / : .. „ .. • L.L./ . :. • , . YIELD i, ,, , i , . .., , , :L. f. ..•• .. ,....„ :,.........„.,..7 . S C ALE . ao jo 10 20 44 ACKENZIE ENGINEERING INC. © 1990, ALL RIGHTS RESERVED THESE DRAWING ARE THE PROPERTY OF MACKENZIE ENGINEERING INC. AND ARE NOT TO BE USED OR REPRO— DUCED IN ANY MANNER. EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF M.E.I. SHEET NO TO sTA. livs,„ niv°r‘ (+/--) -..! i -•.,.-••••, .:.•••1•7 :, •:-. ! :: . ..,,,,,, 1,......zicc . . ..1/ .. ,,..._. : . . . C-1- "NO PARKING" SIGN 5 "RIGHT TURN YIELD TO PEDS" SIGN , . t. , 1: OF 6 .91 C3 R8-3 24" X 30" NTS C3 NTS MATCH LINE .. .,... STA. le, JOB NO. ro i 0+50 RECORD DRAWING 12/16/91 1 1 9 1 024 . . . t , 1 ,11 1_1 ,, IL._ _ 1 r..7. ii7..: z - ......... ...____ . ....... . _ _ ..„.......... _. . _ s , 1 . k 13-1 _ nu . 1, 1 mm ,211111111111011111111.111111i11111111= - - iv 'Ill t I I . t Li I I , iii 1 T-11114111. 111 ) 1411 . 1 ; ; 18 _ i 19 ' 114 1 1 , 11 I 1 11E7 I 1 . ' 1 i ; Al , i i . --c.. . 1. •,-- , -_ 1 ! I 1 I I 1 • SIGNAL LEGEND DETECTOR LEGEND _._. .. �.. . . :. - --.. _ ._. .. ... . ..... . _ . .... RX ! 1 1 -'' 1 FP �� ® EXISTING POWER POLE (POWER SOURCE) CONSTRUCT AC PEDESTRIAN LANDING CONTROLLER (SEE SIGNAL PLAN) PL FOR POLE ACCESS CONTRACTOR SH ALL RELOCATE F , ' ! EXISTING SIGNAL HEADS „' " - " 12" PRECAST CONCRETE JUNCTION BOX SUCH A MANNER AS TO ENSURE . • ® EXISTING FIVE-PHASE, FULLY ACTUATED MODEL 170 ® JB INSTALL 17-1/4 X 10 1/2 X P E THAT AT LEAST ONE SIGNAL IN TYPE 332 CABINET. • REINSTALL EXISTING ONE—WAY FIRE v WITH GALVANIZED CAST IRON COVER. ,.-''�� C� CONTROLLER1111. ® PRE—EMPTION DETECTOR HEAD IS. OPERATIONAL AT ALL TIMES Z INSTALL DIAMOND GRADE SHEET ALUMINUM JB . XFP EXISTING TWO CHANNEL FIRE PRE-EMPTION MODULE AL THROUGH ARROW "ONLY" SIGN (SEE SPECIAL SP JUNCTION BOX (SEE SIGNAL PLAN). ' • © ® PROVISIONS) (1 J RXalik INSTALL PHASE (Ph) 3 FT. DIAMOND VEHICLE DETECTOR LOOP. f'" EXISTING 120 VOLT METER BASE REMOVE EXISTING ILLUMINATED SIGN Ph ,, : OS :f z cy EXISTING SERVICE CABINET WITH ONE 40 AMP SPST RX I L4 INSTALL PHASE (Ph) 4 FT. DIAMOND VEHICLE DETECTOR LOOP. �" ® ._� 00 BREAKER REMOVE EXISTING SPAN WIRE SYSTEM �Ph� < �/ ® ® OS AI INSTALL X PHASE Ph LOOP FEEDER CABLE • Alk " VAIr v r- XSP EXISTING TRAFFIC SIGNAL STRAIN POLE RX REMOVE EXISTING PHASE (PH) PROGRAMMED _P (TO RUN CONTINUOUS FROM JUNCTION BOX SPLICE TO CONTROLLER). VEHICLE SIGNAL f i N VP '�, RX w o P X L FOOT LONG © , SPX INSTALL O.D.O.T. STD. TYPES ( ) ( ) INSTALL (N) PAIR OF LOOP WIRES. V6 PV5 J : '� RX W ~ (n TRAFFIC SIGNAL STRAIN POLE (SEE SPECIAL ,r. Q • Q PROVISIONS) ® FP cn f-- x EXISTING TERMINAL CABINET INSTALL (S) INCH ELECTRICAL CONDUIT r' %, RX z 0 v v w 4 • 41111 . O „ , ./ P V1 EX i Q c� A CABINET ELECTRICAL CONDUIT (SEE SIGNAL PLAN). "• f - - ' 0 INSTALL TERMINAL � � .- "! A '^/ � � � I ` O Oz �t / RX ; ` U i- vi ¢ N ® EXISTING " GALV. MESSENGER CABLE ® EXISTING PHASE (Ph) LOOP FEEDER CABLE OS RX k—•. Q (_� g o RI� XPh V4 ® ;�- Z c4 O o O 39MIL 39 INSTALL " GALV. MESSENGER CABLE Ark EXISTING PHASE (Ph) LOOP DETECTOR NW ® ,, • �'/-' Ph , / ,• (../)/ W I - EX EXISTING 1 " GALV. TETHER CABLE Ph = PHASE SHOWN • 7 40 X = NUMBER OF CABLES SHOWN T Z W Q N = NUMBER SHOWN • / 40 INSTALL �4" GALV. TETHER CABLE = SIZE SHOWN / W z S /` / > U W • INSTALL (S) INCH ELECTRICAL CONDUIT > w O I I c Z ® " GENERAL NOTES 1 •--' �. Q EXISTING TWO—INCH ELECTRICAL CONDUIT STUB CAP 18 I ,''' BELOW GRADE • CI- A LOCATIONS OF POLES, CONDUITS, JUNCTION BOXES, AND DETECTORS AS CO • SHOWN ON THESE' PLANS ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES �, —• v N INSTALL (N) NUMBER 14 TYPE THWN WIRES . ONLY. ACTUAL LOCATIONS SHALL BE DESIGNATED IN THE FIELD BY THE ENGINEER. 1— • Z Q UQ G N INSTALL (N) NUMBER (G) TYPE TW WIRES B) ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO LOCAL ORDINANCES, Q Z W INSTALL N) NUMBER (G) TYPE THWN WIRE (SIGNAL SYSTEM SUPPLEMENTAL SPECIFICATIONS, AND THE CURRENT STANDARD SPECIFICATIONS R E fQ VA L P L A w o N COMMON)( AND PLANS OF THE OREGON DEPARTMENT OF TRANSPORTATION HIGHWAY DIVISION. _ EXISTING (X)—(N) WIRE NUMBER (G) CONTROL CABLE C) ALL PEDESTRIAN SIGNAL HEADS FURNISHED ON THIS PROJECT SHALL HAVE :.:...::. . :. .. .......... : .. _ . . :...........� -..::..::: :. . _ ..:. :::..:.. • ... W EGG-CRATE FACES WITH SYMBOLIC RATHER THAN WORD MESSAGES. \ o (X)-(N WIRE NUMBER G CONTROL CABLE D) ALL PEDESTRIAN AND BICYCLE PUSH BUTTONS SHALL BE THE "REES" Z Q ® INSTALL ) ( ) TELESCOPING MUSHROOM TYPE. , ' r Q .< 0 ASI E) TRAFFIC SIGNAL FOOTINGS, POLES, MAST ARMS AND GENERAL INSTALLATION • . . .;•:--''' 0 INSTALL PHASE (PH) VEHICLE SIGNAL REQUIREMENTS SHALL CONFORM TO OREGON DEPARTMENT OF TRANSPORTATION - - - ' " = 0 PH STD. DWG. NO.'S 40396 AND 40397. _ ( Q • PV INSTALL PHASE (PH) PROGRAMMED VEHICLE SIGNAL ti " F) DESIGNATED FOR REMOVAL SHALL BE DELIVERED TO . '��� _ PH ALL REUSEABLE EQUIPMENT . ., ,. •. THE CITY OF TIGARD S O EXISTING' PHASE (PH) VEHICLE SIGNAL J O LS � 65 STANDARD • SYMB PROF 6 ,- .L Fs EX 1 EXISTING PHASE (PH) PROGRAMMED VEHICLE SIGNALLo �� L = LENGTH SHOWN N = NUMBER SHOWN ,-," �� 15011��' �y 9.1�` e ' ! r XP EXISTING TYPE (T) MODIFIED PEDESTRIAN SIGNAL _ Mr Ph - PHASE SHOWN G = AWG SIZE SHOWN • -' �/ �" ��. �` ;:% r ORBGON A.,./ �Y 25.�9 P X = NUMBER OF CABLES SHOWN S = SIZE SHOWN ; ' -9 INSTALL TYPE (T) MODIFIED PEDESTRIAN SIGNAL � RELOCATE EXISTING �. o ; -� zt P. 000 T T = TYPE SHOWN ;' SIGNAL HEADS XPB EXISTING PHASE (PH) PEDESTRIAN PUSHBUTTON WITH No ' ';, �,, ;; DATE: INSTRUCTION SIGN PH 4 5 6 = 12" RED, 12" YELLOW, 12" GREEN _,,,,-•-,,,>''.:"-'-'''^` , APRIL 30, 1991 PB INSTALL PHASE (PH) PEDESTRIAN PUSHBUTTON WITH INSTRUCTION SIGN f . DRAWN BY: PH 3A = 12" RED LEFT TURN ARROW, 12" YELLOW LEFT TURN ARROW, / D. ODERM OTT 1.. EX " " 12" GREEN LEFT TURN ARROW �,,r• - �'~ CHECKED BY: OS EXISTING INTERIOR-ILLUMINATED LEFT TURN SIGNAL SIGN PVC OR GALVANIZED RIGID METAL CONDUIT �' „,„- I- -) ".>,r IN ACCORDANCE WITH N.E.C. AND O.D.O.T. -,-' := D. ODERMOTT OS INSTALL INTERIOR-ILLUMINATED "LEFT TURN SIGNAL" SIGN SPECIFICATIONS. •' ^, ,;- r ,. REVISIONS: 2L '� JUNCTION BOX (SEE LEGEND ABOVE). ` RECORD DRAWING AL "LEFT ® `. *.„-,,,, 1 2/1 6/91 INSTALL DIAMOND GRADE SHEET ALUMINUM TURN YIELD 10 TO ONCOMING TRAFFIC" SIGN RX ► FIRE PRE-EMPTION DETECTOR. c.71 • •- ;' • FP REMOVE EXISTING ONE-WAY FIRE PRE-EMPTION DETECTOR '� 0-- EXISTING INTERNALLY ILLUMINATED SIGN ,.• ,,--'" /' . j . P N . INSTALL (N) TWISTED PAIR INTERCONNECT CABLE I-- EXISTING INTERNALLY ILLUMINATED SIGN r' INSTALL 6"x8"x18" TERMINAL CABINET WITH SECTIONAL • U` - c;1' Ir 41111 TERMINAL BLOCKS AS CONNECTORS FOR NEW VEHICLE SIGNAL HEAD o • 'S INTERCONNECT CABLE. �" EXISTING VEHICLE SIGNAL HEAD °'- ✓ MACKENZIE ENGINEERING INC. RX / / ` / © 1990, ALl R[CHTS RESERVED yr EXISTING (N) FIRE PRE-EMPTION FEEDER CABLES THESE DRAWING ARE THE PROPERTY OF _ i �/ / MACKENIIN ENGINEERING INC. (M.E.1.) '� ANO ARE NOT TO SE USED OR REPRO- '41.11H- - ' OUCED IN ANY MANNER, EXCEPT WITH '� / THE PRIOR WRITTEN PERMISSION OF M.E.I. ® REINSTALL EXISTING PHASE (PH) VEHICLE SIGNAL 17*, / SHEET VPH =' � / INSTALL CHANNEL (Ch) ONE-WAY FIRE PRE-EMPTION .;..,N,:\ , Mr FEEDER CABLES ,- ,,,, C — 4 . RX REMOVE EXISTING PHASE (PH) VEHICLE SIGNAL �1 �H SPAN-WIRE DIMEN ION PLAN _ OF 6 ,JOB ci J NO. i • . ,„ . - -- - -... ._.. ._ . _ _.._...- I 191024 I 71) l .� _ o o t4-- SH 4 of RECORD DRAWING 12/16/91 is • _ 11"1"ire t i 11111ii1 112 ' .AT i 1 - i i i 4 _ , ! -i-- t 5 _ NEE r F td' 1 I ff • - • . .- • . . . • - .:.• _ . - . • . • • • • • . CO • . • LI i .,,, ..-- 4 L s:1 L • , • • , . .. : • . . > ; . -....,,,,,..... ,---- . • ,..„ , I ..4... ... - .- -p. . • ", ' < : .........******<:<'''''''''' ,,e'. . 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"Altk,,,, :, 0 Z .4. • ,- • CD V) < C\1 1 r • .• , .,- \-% , '7 :: • ,--"--' , • '•' gettW. EX 1 FC ,,- „ y re) CHANNEL A , ,. • • ,, , „ c : - .. .. , i-12 40• -- co 0 : , , Y X1 22, '1X-1;-,,,:X1 1 4 : - .igh-.. , , XPB XPB XP . AL . ; • , ,„- ,- ,- :Alk X11-4 1 0,- 4I J ip... . . 6 4 my XTC XSP \_. ' . „-- .,- - ,-V ' co IEW .' , . ,-----. ,- • ,, „, „.-- ,•- 3.,! • 40 ....6..../r) y 0 , „ ,- , „.-., .• „ z 10 , , ,d Li F._ , • ...• , ..,,,, ' ; ,„_ RX X1 4 : .-;- z , , ,.. - ,, . . :, ; ,\ ,,,- Ark xl 4 x:- ,--- 1-4 2FC ,-- 7/' 1-- , 7 ,'" An X14 y , ...,•-, V4 --I. • Y . Y ,-' • ,;, ,- • I „, , 7. •-• • . > LIJ ,,"' A alk X14 SCALE < > Z , . , ,, , , , . 1 r ,,/- t -' .--,-' ,• Alh ,,. • - ...." 39 aftgh40 6 P 29 . 1503iiisii0 10 20 40 eo 0 < 0PrOS 6 '\ RX TV , CH AN N EL C ,,-' • „ ,, .'." -' ,:'.' 2L RX AnalEF ,,,'" ,.,--:•,• . 39 „ , ' , ? . , ,1• FIRE PRE- EMPTION OPERATION :,- ,,,./.,D,..r, ..: ......„.... ,-, ,, -. : ,.. ,, .,,,-- 1-1 0 ,r, . ..: ,e ' // 6 . $ .,..,. ::,; '' . PV FP ( IN FEET ) , ,-•:,, ,s, es•Is / ,, % . .4.- An 14 - ..:•.4.-•• 1-1 0 MEV 1 inch = 20 ft. CO = Z , . :,..-,.,•k- ,,... .,,, ..:.:-.: -,' ' 1 V / -''''' t----(- __}<14 ,,-"-- •421 ' 39 _, AL .,- -' , „ ‘1.1-1 0 :•%-' AI 8 1 0 " ilf /I', . 39 -'' • ,- _ • '' (:•-•,'. „•-" • • -' i•-\ a --Lj ..".,,..._•,.. .., ,- f," 40 1-=4 Mr I IX 8 ,.-.:',' k, , , \ ' /O.," ... ...___ I- ,„ , CONTRACTOR SHALL SPLICE 2 CONDUCTOR #4 CABLES Z _.., < .•••-' - " • F-1 , • IN A MANNER ACCEPTABLE TO ODOT AND IN ACCORDANCE .. -,. :,:.:•Ii. Mt 14 39 ., • 1-10 .-' • ', WITH THE N.E.C.. ALL ASSOCIATED COSTS SHALL BE THE „„- ,,,,,. RNE0STPEO: NSIBILITY OF THE CONTRACTOR. 0 9 , -"' ',”''' < 40' ' IV 1-2 Tirr ,3 ' . .,[-' :''' ,,., .,,,; ,,., e \ : .,,,,-' 'U. m I,, ,,, ,,,,, i • , ,:,• f. ,1 ,' 40 FF 4 C ,•14 1-2 11-44'.1-1°'. ,1'2 ,39 : :.: „,:ei • ,•. t.,. ,. < . ' --\-----:• $ ,'' , 4 TWO CONDUCTOR 4;14 POWER SUPPLY CABLE SHALL BE OF MA ERIAL RECOMMENDED BY THE MANUFACTURER FOR INSTALLATION ON SPAN WIRES. CONTRACTOR SHALL PROVIDE >-- 7 0 • 2- Ali-: V'''' 41;74 POLE #1 1 TWO COPIES OF MANUFACTURER'S < < SPECIFICATIONS AND RECOMMENDATIONS AT Y .„-,•fi,',-, ,,' ,-:;<• ...,„ , , ,, ,, _,. . .lior , ,. .. , THE TIME OF ISSUANCE OF SIGNAL EQUIPMENT SUBMITTALS. 1 0 -- i ,---- , i\C) --,"--;'' —...) ' FF .- 4a.j-C Mir ; Iti ", - -•'-. •'' ':' N .., • • • • , . ' 4 % XSP . • -. • , CD < C 2 ._.4.._1- 0 XP XPB -"-XPB --7 0 • / _ y •,„( ,-;%."' Mk 4 ,„ 010Ni ,.:"[...„ , , .. ,l(f"7' ; --i- , \.\\ ,,,'-%:''''/-7'' Oki A , ••••' „- i' 44 . ,,.:•„, . , • .: CL . C.,\(\ ,-:-' XFP jak . 39 2-12 • 12 __________.T- ' 43 • , ., — ' 39 - 1 : • , - : \\ ,-,- ,..,- 40 WV, „ •, • 14 I) 4 / \ V' ,•' ' , „• PL • '• t• • .,, .1 , I ,,,,;•-' ,,,,f.' / - •, . .. „ . . . ._, NOTE: .$ 4., 47 '15011 S .„ ,., . . ,,,j i , „' . ' e' , ., '::1,'.- • i , ,, • , 3g , ..,• • -I" 4.=, .--/ ' 1 •••-2, 1 f FF - , ., 1. SEE SHEET C-4 FOR SIGNALIZATION LEGEND AND REMOVAL PLAN. 6 P ,-;'-f-C-•' L___;..------<1 25 eio •, .,., . ,•::-.., . ., 1-4 ,!, 1 2 it:, : . OREGO1! C6 12 1.- ke .--2 A , ..: ry'Y' V ,„,-_',;* , " - ,-- ,,,, -. 4o. . 1 4 .i 4 n...„c- :,- , 2. ADJUST ALL SIGNAL FACES FOR MAXIMUM VISIBILITY TO 4, • 25. - _,410 ./.," /,i ,.. ,'' ,•-" --.' -1-'1 •; ,,- APPROACHING TRAFFIC. ENSURE THAT BOTH NEW AND EXISTING ' P. OC ,-.'' . ..-, - , • • , --, „,-..„ • . . 2-12 ,6....„- --F-;' "•,:-.:`: - SIGNAL HEADS AND ILLUMINATED SIGNS ARE UNOBSTRUCTED BY 7,• '',%' ,./4; ,;•-,- EITHER NEW OR EXISTING EQUIPMENT. CONTACT ENGINEER IF ,,,' ,• - /';" -':2 , :•.,--- ,- Y . ,' 1-4 ,1 , 14 *--/., Y CONFLICTS OCCUR. ,.,-. 2 ,--' SP4 „ - 14 , -: 40 2-,' DATE: .._.;;..' _ ;-;%:',,,-. ,,r ,,,,./- „--' 30 . . . . . •: 2-2 S2 i. 3. SEE THE FOLLOWING STATE HIGHWAY DRAWINGS FOR DETAILS: APRIL 30, 1991 ,./.;%' ---- s ,- , ,- .. ..; 2-12 -: 12 =- NO'S. TS-1 01, TS-102, TS-103, TS-1 04, TS-1 05, TS-106, TS-107, . , , ,, „, r' ,/ ,!P. ., / ; " 14 .: TS-1 08, TS-110, TS-111, 40396, 40397, AND 40398. DRAWN BY: y., ,,,,' ,-/ PIOLE - 8 41110 , , •tn.- 4 4., :,' ,„ .:: , •'': ' ' „.".." ./. [ l li :. 1-4 :, i,, d' .• : , , . , 4';' • ,' .:,... ,•,- ,v "' 1 : 2-2 ' 4. CONTRACTOR SHALL PROVIDE ALL REQUIRED EQUIPMENT FOR D. ODERMOTT . P 4 , ; 2, ,,- • : 12 ,,..,........,,,F.-•)4,' i . . OPERATION OF NEW SIGNAL EQUIPMENT IN ACCORDANCE WITH ''' -' STA. 20+33.73 ‘13, . .,.: 0 CHECKED BY: , THESE CONSTRUCTION DOCUMENTS, INCLUDING, BUT NOT LIMITED r•i" (50.12 LT.) PB , „ : , TO, PROVISION OF DETECTOR AMPLIFIERS AS REQUIRED TO SERVE D. ODERMOTT . . 1 . "E. :‘.-,......., •, .:.. NEW VEHICLE LOOPS AND PROVISION AND INSTALLATION OF A MIF----t / ,,,!' : 40 i : -...,-. •-•...._. RISER FRAME OR ALTERNATE METHOD FOR CONNECTION OF NEW REVISIONS: 7 ,c , ; Y • PB i'' RECORD DRAWING •, .. i7'.::.: - , : .; i CONDUIT INTO EXISTING CONTROLLER CABINET. ,• I- , :f ,.:1. > 27 • , , VW -,- \ , . 5 5. ALL ELECTRICAL EQUIPMENT SHALL CONFORM TO THE CURRENT STANDARDS 12/1 6/91 • , 40 ,, ; • • ; OF THE NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) AND THE • N,,, : ..,, i li ,Fi "•-,..:1`-'-;----,-- UNDERWRITERS LABORATORIES, STANDARD SPECIFICATIONS, AND THE SPECIAL ‘''."""•-•,..- : : -..--,.: ° *- PROVISIONS ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE - •-.,-- \s'--..' Lij / CURRENT REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC), THE ."..' .'.' # / -: . , :, , i.• . :. \ NATIONAL ELECTRICAL SAFETY CODE, STANDARDS OF THE AMERICAN SOCIETY f- , :.,- FOR TESTING AND MATERIALS (ASTM),_ AMERICAN NATIONAL STANDARDS 1 S7----.:-•/1:..,.;-, - ,, e /.:, t't INSTITUTE (ANSI), AND ANY LOCAL ORDINANCES WHICH MAY APPLY. ;: + ••' ' , f: ----, -: / ' ,-; ,e' 1:,;-, . .. , I 6. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED UPON / ".• z-• ..7 •:.' j' A' ,i.! - THE BEST AVAILABLE INFORMATION. THE ENGINEER MAKES NO WARRANTY AS ,. „ ,: ------ -- -- TO THE LOCATION OF UNDERGROUND UTILITIES WITH RESPECT TO THE TRAFFIC • . — .„ , • \ _, SIGNAL EQUIPMENT LOCATIONS PROPOSED. CONTACT ENGINEER IF CONFLICTS © 1hi99c0x ALL EN ziERIE:gEERIN=. NOTE CONTRACTOR TO INSTALL NEW STRAIN , ' _,......___.. ARISE. POLE, SPANWIRE, AND SIGNAL EQUIPMENT BEHIND ‘, , !.,-.z.• =-:4:•.z-'. 1: ; „---------,... :-------- ,' -., •-, THESE DRAwING ARE THE PROPERTY OF NACKENZIE ENGINEERING INC. (.4.E.I.) EXISTING EQUIPMENT, ENSURING VISIBILITY OF EXISTING „ ,. •:• i '-:, T 7. EXISTING SIGNAL HEADS LOCATED ON SPANWIRE 9-1 0 SHALL BE RELOCATED AND ARE NOT TO BE USED OR REPRO- DuCED IN ANY MANNER, ExCEPT wiTH AND NEW EQUIPMENT BY APPROACHING MOTORISTS. i:' I : ,-.-,7 AS DIRECTED IN THESE PLANS. THE PRIOR wIRITTEN PERmISSION OF 1.$.E.1. , . : • . NOTIFY ENGINEER OF ANY VISUAL CONFLICTS TO -, . , . , if i -',-< " SHEET ALLOW FOR ADJUSTMENT OF SIGNAL HEAD LOCATIONS I / , , REMOVE EXISTING STRAIN POLE AND FOUNDATION TO 2' :. - , ••.. „ / BELOW FINISH GRADE. RESEAL EXISTING LOOP FEED CORE (i). . / 7.: . ......=. DRILL WITH EPDXY SEALANT (SEE SPECIAL PROVISIONS FOR / : ‘1. 5 ACCEPTABLE PRODUCTS). • • ,_::. OF 6 c? • -- 1 - - , -->. • ,..... .• • •-.,.. 1JOB NO. tn RECORD DRAWING 12/16/91 I 1 0 1 91 024 .• — . . . . . r"--. I----=6 ,. . ._.....-- _______ _ . . niniiiiinEinlinilMininlitike Oftili4iiiiiiiiill HOUK naiad itiNUINIIIIIM OMNI I i III misalimun nom menu iniginn sow wimingi imp mow minge , • 1 . 4 ' . • -. 1 I _ --_ - - ) ,—+ r • war • r,r i va r i r_a• r r r r� ,r • ' r • ' i� .r r I i..] i i r • r i . i -8 , r . • ! i i r a i -4121 6 LL_l ��- LOOP r f / DETECTOR ® , ` PHASE NUMBER 2 /`; r NEW 2 �% • O� • f. OL VEHICLE �' P` .: w • LOOPS 3 S a -� '� Art 2 G` = • X6 I 5 5 X6• '6 S CONTROLLER CABINETX8 /�`i �'" U f l>_ N 8 S �'� X6 X6 �r �0'9 r o 6 7-- Li S I ~v~ : . v �a 00 — -I < I wf 10 6 Ff O N � jo� � �`' 11 �' r . z o 1 ® LF • ��� ti 1, 11.1 Q 13 ST = DELAY TIMER (EXISTING) 8 ,,, , 8 ''/' ; • 13 < • �CZ -j CID • o I • S SERIES 14 1 = r vi ' ,.m ,� cr ( 1 U J N 15 S — ✓ o 16 T 8 �'' • ., '�� _ • 17 $ • „--• `ter// X8 X8 , ' w �- 18 S •:' LF LF LF 7 Z 4 ^` X1 erg\ Z W 1s f�.. ®® LF W NEW 20 4 ' 'r ,' X8 X8 VEHICLE , ' X1 > W LOOPS 21 S �'"� ®��i® ' Q 4 22 �,� X6 X6 i�®: a z — 23 4 i • ;T� SCALE __.1 20 o 10 zo 40 so n- 9 EXISTING AMPLIFIERS =� " ,� ,,� i • LF `�/ • • i� �� 5 AMPLIFIERS REQUIRED `1 "' X8 ,r�' ' / •:'" • \ LOOP DETECTOR WIRING DIAGRAM � , :, ',• _ SEE NOTE 3 - BELOW AND ® ` , 1 inch 20 ft_ 7 Q 0 . '' ``r • DETAIL �. Z I— • f _ X X6 Q Z U ., ,,,,•.,, ... .. , f ,./' .•''',• Lad i X5 JB ~ ! `am ,.� Y ,,' ,' ,. ....../.; 7Mir CI .� 1 I �; �, EXISTING CONTROLLER }- z ' ,r ®�' JB • • • ; '�� EXISTING 2" I Q 777.- WNW .. , 0 // -. ��// / 'J, / r' 2 ^fto ''I'�� 1• . 4. �� • JB NEW CONTRACTOR SHALL INSTALL ,� , / ('� Q V RISER FRAME ON EXISTING // I r��� . I r ___-, i r 1 `® -- �' MODEL 332 CABINET. SEE 0_S.H.D_ • _ I� _ �� 2-4 NINE EXISTING HOME-RUN CABLES TO BE SPLICED • _ STD. DETAIL T.E.S. DWG. NO. TS-10 �;;� �- ; , TO NEW LOOP FEEDER CABLE ICE L3 • I . JB SAWCUT 9"-12" FROM 0.4 ; ; 0 NEW CURB AND SIDEWALK FROM FACE OF zCURB JB ® � / ;! ' '� ' NEW RISER FRAME ®®®®® (4iW32,TROPeen': 1 • 1 ®�®® X6 �I $8 �O• 0 0 LF 20 p0 ' - F NEW ROAD #15411 .�' Alik ��: SECTION ®�L� LF J/ .1 ..i 4-4 X6 X8 X8 X8 '; ijai 'Li. `. 0 Nyr -'(2' ;. ,i%' 1 _ • �� � ® NEW 11 " DIA. SIGNAL � k INV A P. 00 %' L341> CINDUIT TO JB/1 NEW 2" 6" MAX. DIA. SLEEVE. FILL WITH r EXPDXY SEALENT 0 Ai 4-4 e ;;�� ©, ,'' t, J I INSTALL NEW CONDUITS UNDER CURB DATE: • /l 2 i - �-''_K ; 1 -' L4 � 5r' DIA. BLOCKOUT FOR NEW LOOPS APRIL 30, 1991 /� AND FUTURE USE -.; LW� 4 DRAWN BY: ,,fir, / _.�� l . ' ,,,,.„--:-/ : ,. Q DETECTION SYSTEM: CONSTRUCTION DETAIL rD. ODERMOTT ram' �ti NOT TO SCALE CHECKED BY: ��,-'� ,-7 , s�oos'9 I • _ C—� D. ODERMOTT ''' , -o.o<r5. � /� I __ _._ ... REVISIONS: ��6,`00 / IRECORD DRAWING 6'fV.-•',7c:110- d'NZ.- f 12/16/91 N • GENERAL NOTES: L3 / S -• . "T� .y r 20 ;' - =-Y; F.-.- • 1_ ALL LOOPS TO BE CENTERED IN TRAFFIC LANE_ SEE T.E.S. DWG. NO. TS-107 �� ^- 2_ SEE SHEET C-4 FOR DETECTION LEGEND S'<0 ,\ v J 3_ CONTRACTOR SHALL REMOVE EXISTING DEFECTIVE CORE HOLE SEALANT AND -�y�9< .:-.?/,.,., RESEAL WITH APPROVED EPDXY SEALANT MATERIAL (SEE SPECIAL PROVISIONS). 51 �� �O • ! 7g / 4. A BID ALTERNATE HAS BEEN UTILIZED TO ESTABLISH A PRICE FOR REPLACEMENT ink v'r,��s DO OF THE EXISTING "HOME-RUN" VEHICLE LOOP DETECTION SYSTEM. REPLACED LOOPS WOULD BE INSTALLED IN ESSENTIALLY THE SAME LOCATIONS AS EXISTING. EVERY EFFORT © A ALL N2JE ENGINEERING 7ISERESERVED ® -` SHALL BE MADE BY THE CONTRACTOR TO ENSURE THE INTEGRITY OF THE EXISTING LOOP FEED THESE DRAWING ARE THE PROPERTY OF �O� '-•'-- _ SYSTEM, WITH THE EXCEPTION OF THE LOOPS TO BE REMOVED ON THE SOUTH APPROACH. THE uAacENUE ENGINEERING INC- (M-E.L> ENGINEER SHALL BE NOTIFIED A MINIMUM OF THREE DAYS PRIOR TO REMOVAL OF THE EXISTING AND ARE NOT TO BE USED E REPRO— DUCED / DUCED IN ANY 1.1ANNER, EXCEPT WITH CURB AND SIDEWALK ADJACENT TO THE EXISTING LOOP SYSTEM CORE HOLE. THE ENGINEER SHALL THE PRIOR WRITTEN PERMISSION OF M.E.I. BE PRESENT DURING THE SAWCUTTING AND REMOVAL OF THIS CRITICAL SECTION OF CURB AND • SHEET ,�' SIDEWALK. IF ANY OF THIS WORK IS UNDERTAKEN WITHOUT THE PRESENCE OF THE ENGINEER, AND THE EXISTING VEHICLE LOOP DETECTION SYSTEM IS DAMAGED, THE CONTRACTOR SHALL ASSUME FULL • 35. / v RESPONSIBILITY FOR REPLACEMENT OF THE DETECTION SYSTEM, AT HIS OWN EXPENSE. FURTHER, SHOULD THE DETECTION SYSTEM BE DAMAGED, EVEN IN THE PRESENCE OF THE ENGINEER, THE ENGINEER / / MAY DETERMINE THAT THE DAMAGE WAS AVODABLE AND THEREBY REQUIRE THAT THE CONTRACTOR PAY C - 6 / , 25' FOR REPLACEMENT OF THE DETECTION SYSTEM. THE CONTRACTOR IS HIGHLY ADVISED TO VISIT THE SITE AND REVIEW THIS EXISTING CONDITION PRIOR TO SUBMITTAL OF 0 ,: . .,.� HIS BID_ • �•.... . OF 6 0 i • -- -.� J _ =-JOB NO. RECORD DRAWING 12 16 91 1 91 024 —1 .i2IP J l a c4 s14 6,0F 63 — ..,-.. ---sue .. . - �- ___ r . � , 11rlltli_l.Id11ii11i111111i11111i�eri �ii iii3i11ilisfi�s imam i/milil flrlfil1t1� ii` fif1fiEiliwitlNil1tiiliNi if liif11iitUiin liirIiN/iii 1 17 a 1 19 1 1 1 , 17ffll.!♦1111111111111.111111111i it®F