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ODOT ~ T-5025 ~ Pacific Hwy (Greenburg To 72Nd Ave) 7-1 RECEIVED DEC 27 1571 Q: OREGON STATE CITY OF TIGARD HIGHWAY DIVISION e g•• HIGHWAY BUILDING • SALEM, OREGON • 97310 Mr. Stephen M. Telfer December 23, 1971 Administrator City Hall Tigard, Oregon 97223 Re: TOPICS Project T-5025(14) S.W. 72nd Avenue-S.W. -Greenburg Road Section Pacific Highway West Dear Mr. Telfer: This will acknowledge receipt of the City's check #2136 in the amount of $5,600 which is the amount required as an advance deposit for the subject project. The contract for this project is now clear for award. Very truly yours, H.- S. Cox County and City Engineer By Ri hard Bladorn Urban Program Engineer RB:ljt �L RESOLUTION NO. _ WHEREAS, the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 provides for uniform and equitable treatment of persons displaced from their homes, businesses, or farms by federal and federally assisted programs and establishes uniform and equitable land acquisition policies for federal and federally assisted programs; and WHEREAS, the Civil Rights Act of 1964 prohibits exclusion from participation in, denial of benefits of, or discrimination under federally assisted programs on grounds of race, color, or national origin; and WHEREAS, the Anti-Kickback Act of 1948 prohibits kickbacks from public works employees; NOW, THEREFORE, THE CITY OF T iCa rd DOES HEREBY RESOLVE and give the following assurances regarding: 1. Relocation Assistance Program, under Federal Highway Administration Instructional. Memorandum 80-1-71 dated April 30, 1971. a. Relocation payments and services will be pro- vided as set forth in Instructional Memorandum 80-1--'7.1_. b. The public will be adequately informed of the relocation payments and services which are available as set forth in Paragraph 11 of IM 80-1-71. C. To the greatest extent practicable, no person lawfully occupying real property shall be required to move from his business or farm operation without at least 90 days written notice from the City prior to the date by which such move is required. 2. Real Property Acquisition, under Section 305, Title III, Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970. a. In acquiring real property the City will be guided, to the greatest extent practicable under State law, by the land acquisition policies in Section 301 and the provisions of Section 302, and property owners will be paid or reimbursed for necessary expenses as specified in Sections 303 and 304 (see Appendix "A") . 3. Civil Pights Act of 1964. a. No person shall on the grounds of race, color, sex, or national origin, be excluded from participation in, be denied the benefits of, or be subject to discrimi- nation under any program or activity receiving federal financial assistance. /FAu, 10-71 4. Anti-Kickback Act of 1948. a. No person employed in any program or project: financed in whole or in part by the United States shall be forced, intimidated, or threatened with dismissal from employment to give up any part of the compensation to which he is entitled under his contract of employment. The foregoing resolution was adopted this 8 day of Nnvember, 192-1--- CITY of Tigard OREGON By Mayor By C/ ty Recorder -2- 1b TRAFFIC SIGNAL OFFSET DATA Johnson St. -Fred Meyer (Tigard) Section Pacific Highway West 90 Second Cycle-lst Dial (Average-ON 80" Line) Street Per= Johnson Street 45 Greenburg Road 90 Hall Boulevard. 90 S. B. Ramp 78 Fred Meyer 11 110 Second Cycle-2nd Dial (AM-INBOUND-ON 65" Line Street Per= Johnson Street 41 Greenburg Road' 76 Hall Boulevard 86 S. B. Ramp 96 Fred Meyer 73 110 Second Cycle-3rd 'Di'al'('PM-OUTBOUND-ON 2" Line) Street Percent." Johnson Street 10 Greenburg Road 73 Hall Boulevard 63 S. B. Ramp 53 - Fred Meyer 98 TRAFFIC SIGNAL TIMING DATA Johnson St. -Fred Meyer (Tigard) Section Pacific Highway West 90" Cycle - 1st Dial Cum. Street Color Percent Percent*- Time(Sec ' s . ) 99W(Main) Green-WALK 43 43 38 .7 , 99W Green-DONT WALK 18 61 16 . 2 99W Yellow-DONT WALK 5 66 4 . 5 99W Red-DONT WALK 34 -- 30 . 6 Johnson St. (Cross )Green-WALK 11 77 9 . 9 Johnson St. Green-DONT WALK 18 . 95 16 . 2 Johnson St. Yellow-DONT WALK 5 0 . 4 . 5 Johnson St. Red-DONT WALK 66 -- 59 .4 99W(Main) Green-WALK 20 20 18 .0 99W Green-DONT WALK 14 34 12 .6 , 99W Yellow-DONT WALK 4* 38 3 .6 55 .8 99W Red-DONT WALK 27 65 24 .3 L.T. GLTA L .T . Yellow 4 .69 3 .6 L .T. Red 69 -L .T. Greenburg(Cross ) Green-WALK 9 78 8 . 1 . Greenburg GReen-DONT WALK 18 96 16 . 2 Greenburg ' Yellow-DONT WALK 4 0 3 .6 ' Greenburg Red-DONT WALK 69 -- 62 . 1 . *GRTA for Main Street 99W(Main) Green-WALK 20 20 18.0 99W Green-DONT WALK 14 34 12 .6 99W Yellow-DONT WALK- 4 38 3 .6 99W Red-DONT WALK 62 55.8 L. T. . . . GLTA 27 65 24 . 3 L.T. Yellow 4 69 3 .6 L.T. Red 69 -- 62 . 1 Hall Blvd . (Cross) Green-WALK 9 78 8. 1 Hall Blvd . Green-DONT WALK 18 96 16 . 2 Hall Blvd. Yellow-DONT WALK' 4 0 .• 3 .6. Hall Blvd. Red-DONT .WALK 69 - 62 .1 99W(Main) Green 61 61 54 .9 99W Yellow 5 66 .. 30 .6 99W Red 34 . S. B. Ramp(Cross) Green 29 95 26 '1 5 0 4.5 S. B. Ramp Yellow - S.B. Ramp Red 66 59-04 I 11 -1 .71 Cum. Street Color Percent Percent Time(Sec ' s ) 99W(Main) Green 45 45 40 . 5 99W Yellow 5 50 4. 5 99W REd 50 -- 45 .0 Fred Meyer(Cross ) Green r 204 74 13 . 6 Fred Meyer Yellow Fred Meyer Red 76 -- 68.4 L.T . GLTA 22 96 19 .8 L.T. Yellow 4 0` 3.6 L . Red 74 -- 66 .6 4 i TRAFFIC SIGNAL TIMING. DATA Johnson St. -Fred Meyer (Tigard) Section Pacific Highway West 110" Cycle - 2nd Dial (AM-INBOUND) Cum. Street Color Percent Percent Time(Sec ' s) 99 W(Main) Green-WALK 44 44 48.4 99W Green-DONT WALK 14 59 16 . 5 99W Yellow-DONT WALK 4 63 4.4 99W Red-DONT WALK 37 -- 40. 7 Johnson St. (Cross) Green-WALK 18 81 19 .8 Johnson St. Green-DONT WALK 15 96 16. 5 Johnson St. Yellow-DONT WALK 4 0 4. 4 Johnson St. Red-DONT WALK , 63 -- 69 . 3 99W(Main) Green-WALK 28 28 30. 8 99W Green-DONT WALK 15 43 16 . 5 99W Yellow-DONT WALK * 4 47 4.4 99W REd-DONT WALK 53 -- 58. 3 L .T. GLTA* 22 69 24. 2 L.T. Yellow 4 73 4. 4 L.T. 81 . 4 Red 74 -- Greenburg (Cross ) Green-WALK 8 81 8. 8 Greenburg Green-DONT WAt K 15 96 16. 5 . Greenburg Mellow-DONT WALK 4 0 4.4 Greenburg Red-DONT WALK 73 -- 80. 3 . *GRTA for Main Street 99W(Main) Green-WALK 28 28 30. 8 99W Green-DONT WALK 15 43 16 . 5 99W Yellow-DONT WALK 4. 47 4.4 99W Red-DONT WALK 53 -- 58. 3 L.T. GLTA 22 69 24. 2 L.T. Yellow 4 73 4. 4 L .T. Red 74 -- 81 .4 Hall Blvd. (Cross ) Green-WALK :8 81 8.8 Hall Blvd. Green-DONT WALK 15 96 16. 5 Hall Blvd. Yellow-DONT WALK 4 0 4 .4 Hall Blvd . Red-DONT WALK 73 -- 80. 3 99W(Main) Green 59 59 64. 9 99W Yellow 4 63 4.4 99W Red 37' - 40 . 7 S.B. Ramp(Cross ) Green 33 96 36. 3 S.B. Ramp Yellow 4 0 4.4 S.B. - Ramp Red 63 -- 69.3' um. Street Color Percent Percent Time (Sec ' s ) 99W (Main) Green 50 50 55.0 99W Yellow 4 54 4. 4 99W Red 46 -- 50. 6 Fred Meyer (Cross ) Green 16 70 17. 6 Fred Meyer Yellow 4 74 4. 4 Fred Meyer Red - 80 -- 88.0 L.T. GLTA 22 966 24. 2 4.4 . L.T. Yellow 81 .4 L.T. Red . 74 -- TRAFFIC SIGNAL TIMING DATA Johnson St. - Fred Meyer (Tigard) Section Pacific Highway West 110" Cycle - 3rd Dial (PM - Outbound) Cum. Street Color Percent' Percent Time (Sec ' s_ 99W (Main) Green-Walk 49 49 53.9 99W Green-Dont Walk 15 64 1\6 . 5 99W Yellow-Dont Walk 4 68 4.4 99W Red-Dont Walk 32 -- .35. 2 Johnson St. (Cross )Green-Walk 13 81 14. 3 Johnson ' St. Green-Dont Walk 15 96 16. 5 Johnson St. Yellow-Dont Walk 4 0 4. 4 Johnson St. Red-Dont Walk 68 -- 74. 8 99W (Main) Green-Walk 21 21 23. 1 99W Gre@n-Dont Walk 15 36 • 16 . 5 99W Yellow-Dont Walk 4 40_ 4. 4 99W Red-Dont Walk 60 -- 66 . 0 L. T. GLTA* 27 67 29 . 7 ' L . T. Yellow 4 71 4. 4 L .T. Red 69 - 75 . 9 Greenbul"g(Cross ) Green-Walk 10 81 11 . 0 Greenburg Green-Dont Walk 15 96 . 16 . 5 Greenburg Yellow-Dont Walk- 4 0 4 . 4 Greenburg Red-Dont Walk 71 -- 78 . 1 *GRTA for Main St: 99W (Main) Green-Walk 21 21 23 . 1 99W Green-Dont Walk 15 36 16 . 5 99W Yellow-Dont Walk 4 40 4 .4 99W Red-Dont Walk 60 -- 66 .0 L. T . GLTA 27 67 29 . 7 L . T. Yellow 4 71 4 . 4 L .T. 75 . 9 Red 69 -- Hall Blvd.. (Cross ) Green-Walk 10 81 11 .0 Hall Blvd. Green-Dont' Walk 15 96 16 . 5 Hall Blvd . Yellow-Dont Walk 4._ 0 r 4. 4 Hall Blvd. Red-Dont Walk 71 -- 7.8. 1 99W (Main) . Green 59 59 64 .9 ggW Yellow 4 63 4.4 40 . 7 99W Red 37 -- S. B . Ramp (Cross ) Green 33- 96 36. 3 S. B. Ramp Yellow 4 0 4. 4 S . B. Ramp Red 63 69 . 3 99W (Main) Green 50 .50 55 .0 ggW Yellow 4 54 4 . 4 99W Red 46 -- 50 . 6 Fred Meyer (Cross ) Green 18 72 19 . 8 Fred Meyer Yellow 4 76 4. 4 Fred Meyer Red 78 85 .8 L.T. GLTA 20 96 .22 .0 L.T. Yellow 4 � 0 4. 4 L.T. ,Red 76 -- 83. 6 F � RECEIVE® OREGON STATE DEC 2- 1971 1971 HIGHWAY DIVISION CITY OF TIGARD 0 HIGHWAY BUfLD'ING o SALEM, OREGON o 97310 December 1:' 197,1. TO ALL 0TIES OVER .5,000 POPULATION WITHIN URBAN AREAS Gentlemen: 5 The Oregon State Highway Commission at its meeting on November 24, 1971 , approved the enclosed fiscal year 197.3 allocation of Federal Aid TOPICS funds. Very truly yours, R. L. Poster State Highway Engineer By F. B. laboe RB: 1 j t Assistant.. State Highway Engineer Encl . cc: League of Oregon Cities Association of Oregon Counties r CRAG MWV-COG L-COG R. L. Porter Tom Edwards L. H. 'Young F. B. Crandall V. E. Skoog H. S. Cox G. L. Sund R. L. Schroeder L. W. Rulien J. B. Boyd C. T. Keasey J. F. Putnam H. S. Coulter FISCAL YEAR 1973.-TOPICS ALLOCATION .NOVEMBER,: 1971 TOTAL :FUNDS Includes :State 'and. ; POPULATION PERCENT OF Local Matching Money CITY 7/30/71 POPULATION FEDERAL FUNDS (Rounded to Thousands) ALBANY 18,219 1.8913' 160452 271000- ASHLAND. 12,342 . 1.2812 11,145 1910'00 - ASTORIA 10,399 1.0795 9,390 1.61000 BAKER 9,354 0:9710 8,447 14,000 BEAVERTON 18,5.77 1:9285 16,776 28,000 BEND 13,710 1.423.3 12,381 21,000 COOS BAY 13,466 1.3979 12,160 20,000 CORVALLIS 35,153 3.6493 31,745•. 53,000 COTTAGE GROVE 6,004 0.6233 5,422 91000 DALLAS 6,404 0.6648 5,783 10,000 EUGENE 77,042 7.9978 69,572 116,000 FOREST GROVE 8,279 0.8594 7,476 121000 GLADSTONE 6,240 0..6478 5.,635 9,000 GRANTS PASS 12,271 1.2739 11:;081 18,000 GRESHAM 9,893 1.0270 8,934 15.,Q00. HILLSBORO 15,372 1._5958 13,882 23,000 . KLAMATH FALLS 15,775 1.6376 14,245 214.,000 LA GRANDE 9,703 1.0073 8,762 15,000 LAKE. OSWEGO 14,691 1.5251 13,267 22,000 LEBANON 7,365 0.7646 6,651 11,000 MCMINNVILLE 10,125 1.0511 9,143 15,000 MEDFORD 29,897 3,1036 26,998 45,000 MILWAUKIE 16,468 1.7096 14,872 25,000 MONMOUTH 5,237 0.5437 4,730 8,000 NEWBERG 6,507 0.6755 5,876 10,000 NEWPORT 5,192 0.5390 4,689 8,000 NORTH BEND 8,608 0.8936 7,773 13,000 ONTARIO 6,535 0.6784 5;901 10,000 OREGON CITY 9,176 0.9526 8,287 14,000 PENDLETON 13,197 1.3700 11,917 20,000 PORTLAND 382,640 39.7223 345,539 576,000 ROSEBURG 14,461 1.5012 13,059 22,000 ST. HELENS 6,212 0.6449 5,610 9,000 SALEM 69,450 7.2097 62,716 105,000 SPRINGFIELD 27,047 . 2.8078 24,425 40,000 THE DALLES 10,927 1.1343 9,867 16,000 TIGARD 6,763 0.7021 6,107 10,,000 WEST LINN 7,091 0.7361 6,403 11,000 WOODBURN 7,495 0.77.81 6,769 11,000 TOTAL 963,287 100.0000 $869,887 $1,450,000 SUMMARY, ENTIRE STATE-FISCAL YEAR 1973 TOPICS FUNDS Total Federal Funds (Approximate) . . .. .. . . . . .. .. . . . . . . . . . . .. .. . . . . . . . $ . 870,000 Plus estimated required match money. . .. . .. . . . .. . . .. . . . . . . . .. . . .State Funds 290,000 . . . .. . . . . . . . .Local Funds 290,000 TOTAL TOPICS FUND--------------------------------------------------------- $1,450,000 NOTE: Above funds allocated to cities of over 5,000 population in urban areas on per capita basis. Federal funds are estimated to represent approxi- mately 60% of total TOPICS fund with State and local funds .estimated to be approximately 20%. each. • i i Nv '.� -- - ecce! -- - • • • a ■ ■ . Wrr . 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C7 s s��:7i • w iiE:7■NN71 Nr ■Y iW.i nMi[i:fY W'N � ... -: � _.- -�__. - ��i■. �.. r.i ori rh /N■ SI �""�•_!!47_ -��_E _• T-=e! !.r■n'a.-�r■JE ��rYr. • ■ r r 7r.■RL.''iGriiO�1■■vrlCa ■./.(.f:11111L •=/C�r• �.(i Ru"�WNi l•�• G i I�1. • r GN j�ll � ■Nw1•YO.. am= ■a ■■!e■� n N�!■ �r�tl� ■ nN ruN�1Nr ■ ■pp�tlptlpl.•�.■■■NN■�■■t.�N�■■■■�r. 1t Yr.■ i��E■� 1�EE Gii:fLHr�IYR�i��am ■C.■C■r.� •C • �� - trN err■NNN■■tl',r YIf'./�•�/■NIC.I/U1f Jr��R.'3■.�'.,• -_ • wN fr ■ min r7Cr HIM Hfa 1 1 • a71ND AVE-S..WGRaNsuRG RA $ SHEET INDEX Of SHEETS PACIFIC WIG HWAYyy�-- sNttT 9 r WASHINGTON COUNTY No. pesctvnoN � S ' �T E O F REG \J 1 FED.ROAD STATE rROJECT FISCAL TOTAL Div.No. NUMBER YEAR SHEETS i • 8 OREGON S� Sea Index STATt HIGHWAY DIVISION ISAFETYJ Q- PLAN'S FOR PROPO�ED PROJECT � l4toria ao - TkAFFIC 'SIGNALSr Tillamook Food Rivers i endleton 3 ,� • 1'1260 hall nl.rMa• . ✓� I �ia ev 26 T 9 91 TTT 1 l Cdn innvill L rands YC7Si KJ ? 05-IotsnfiFlcofic+h.S�n AvE, EEN �� If Salam 6 ker N..p..I 2 Albany 20 Mad.a. Mdcndl � T , C ry 6• 26 • _ • 72ND* • • • D. CO womport urs r,enik u,„ 26 . r PAC F%1 . 1GH AY WEST E R E Fkr•nce -tBe 2 OM•rIa up•M laP,ne K R•Dow .R E q , p ;' g ^�1e `s a i Norlk e.nd wtrwa. ,• . 1 I WASH I N GTO W CO U N-r - Coaaitk Bar Roseburg 91 I ma v , � iU u.c Y•t1aY ' Q ECEMBER ee1971 �� Pd I (, as Mla . Lola Medford KI meth /187. 94 3 D ;r aarIGARD w FELE Sr. I S ENP. OJT P O clecremsr-so2s� S U M M A R Y d '°01 CITY[eAnrs T E M UNIT NET ALLOW TOTAL \��,..�-�,� QUANT Y a aeq Tem 17ofOffttion E1911-ection of Tivfzic A// A// merle tz' no//kS*//nf/cn corn /ems A// I A// Y j f NIONWAY wii0ila --- rT tTATt NIONWAT 91100111111111� • • STATE HIGHWAY COMMISSION DEPARTMENT OF TRANSPORTATION FEDERAL.HIGHWAY ADMINISTRATION 5ktttk Mop Glean L.oJuckson nlaft111a11 A►rtotrtor 9kole o ;9Oo Oo Ft Fred-W.Will � Thaddeus BI,Bltino eaNNa"Ifiew �p OIITtICT tMO1Nit1 OATI i ca xz's. ,,00/sler/:neo TRAFFIC SIGNAL INSTALLATION SHEET 6a/vaN:e after/abrkollon� � � "14'Gaimsa9 TYPICAL DETAILS Lotrel wa=ne. e` FD V ROADJ NO. STATE NUMBECT I ER YEAR TOTAL SHEETS ZINC CABLE HANGER OREGON 1 abx APICAL /NSTALLAT/ON 2� MESSENGER CABLE BAND General Notes: Combination Type No: (See Pans) 2 3 4 5 6 7 B 9 All concrete shall be Class A and shall attain o design strength of Co/or lndicalion.ond A6ndno/ Lens Sire B B B l2 1 /2 1? 12 12 3300psi in 28 days(fc=1320psi). + 6 n ? 3 n R Y G R Y G GLIA Gm GVA A//rein/arcing steel shall conform to ASTM A6/5 grade 40 and Spm shall be lopped 24 diameters of a//splices unless noted or shown other- s w/se. Messenger cable band or A/1 anchor bolts and base plates shall be A36 steel unless noted ' er _ Cobb 5ie"Yh/role/eye Do//. Nu/o/requlred Bile -- — -� Olhe/w1SB • ' LEGEND to TNmb/eye boil te Gage numbers are U.S. Standard Gage.The steel used in the poles Ra Sphee bar with extend through pato 4? sho//have a minimum yield strength of 33,000psi after fabrication.Max- Lortper spun opening behind For overhead power R— Red imum horizontal deflection of the top of the pole shall not exceed 2.75 95 / 7 (XJ signo/Asod ' Gaiv.steel'messenger cable vise. cerulea whenr needed B As.Required y— Yel%w of the pole length: k8 Typical Signal Head Desigrolion Pole,base plate a miscellaneous hardware shall be hot dipped go/v- ? s G—Green on/zed after fabrication.A//moferia/a workmanship shall conform to the SPAN WIRE E Oregon State Highway Division Specifications. GLTA—Green Left Turn Arrow No. /27 indicates B"R,B"Y,/2"GLTA 7 SIGNAL HANGER Pores shalt be erected with cuff/claret rake as to assume o substantially &vdat mauded veMde GPM—Green Right Turn Arrow No.423 ibdicales t2"R,B"Y,8`6 vertical position after a//attachments.and appurtenances are in place. 9 h sync/ 3 As shorn en \ GIO!—Green ✓article Avow ®install phase(Ph-phase shown),vehicle signal 4 VEHICLE SIGNAL HEAD DES/GNAT/ON LEGEND Spon w/re7- 7mounted 4 /. Pole bonding/Mg. vehkle signal 2. No../0 bore copper bond wire. .3; Messenger banding lug. 4. Coble hanger S Cable bander thimbleye bo/t. Sham polo as requ/rod & Removable rainlighl cap. 7. A/essenger slrandylse. 9. Weatherproof woo herhood Toper 0.14'nominol. (Stye for rage/red cob/0) 9. Some as(9):use only where(X)is RM of more. Note:if(X)is less then Vt.use only we w atherhead. -/Terminal Cabinet as required /s GoT Bo/t D N Type C pedes/rion armO /r 2/ 9-0 signo/(typical) ASN 3 /r 2 e 8-0 AMte/yc,losa/o/ed ground' bushings on _ iy Note:Tole/e based on/4 mak.diameter of base.A307 bolts o//cad.//=roto n//%S A//undsr- e with washers may be substituted for A36 rods. banded teround �sit Ardo steel tte opoles to be 1' Termini Come _V� as required BASE PLATE AND FOOT/NG TABLE . Gott.Wadded reducer bushhlg ' Gnwndmg/ug Meter and cohlnet to be mounted Controller cabinet with_r y mon dppos/fe side of pole from I Na.6 solid bore 6"min.I/0" rapper Around w Ti— and instruction posh ballon ^�" coned for #I theeJ,unless oons,a-e � � Ga/v.lop/O". . insfrucdnx/sign as Q � � F� called for 6 the spec/fkoNa+s,or on the pons N required. TC-U4 o L T- Nut a washer. T PeChIg'M Push BYllan i0:::::':::.o-•.. 'i:�4:::.:1101j:11'1i 411:..'4 a:�::..:..C:;'•a ` of~/o pole as required -'type Y6'condw/fitting �;. _ :. 3"min.grout. I Is.r unless otherwise safelRed. Go .:.•:o:.'.:.'.r-.,: Conduit to power :s c Leveling nu/a washer, sowce.as requNed n'nn-=l,..„:..,, 2!/2'fype La'R/Nnp kr a push bw/on .', '� _— Off instelte6ene 1 3/M mmucman n ;., . . ,'fie'..._ �_:e. = s (2l?'po✓e enramel + o' r... . ��=-_ 4.i.fi.•.I''.•':I...:,c:'. E >K De a rA” T $ 30.3(minimum)hondhOH Condw7 nipple,size q, i•�,..�.. �q•,O weep AO/e. CandwlMdstec/or '�,'�:li•:::i�:�':]!:'::.' osrequked M anmtgSlN/JtropNMkAd ��I.'.':,�.�,n�.�,•� as required Luga /o pch ming• 6-Na6bors ':..i�..� 3 r e sa:r 6"(mmtnumJ Ab. BASE PLATE CONNECT/ON DETA/L Reducer busNrq o/ - /O ga cowPMe wim bog 'I! AooPa about — �'.:n:..:;,.: ''.��`:• Nftd ld bars COW ground wire -.. 0wer mx 0 and Ao/dkp bee /�-6�On Center$. l'."i'w l:e•'i�"i.. :.:a:.:.•:: ..,i.,,l I,:,,.::: R.M. PovWWt Swfoce .... Y /�-9" ' pki ii;a.: ;:,i y l I:'.•�i'".::y LI.,r.::: Anchor oro//s(4) Rwmtng thread shall no/be psrm/Ned - Po/B diome/er/4"unless betwesnreducer bus and LB a'r S� reeled otherwise on plan. a1rr.l l.,•.':�,;:;::i l•ii::. SrBx8f1. M' f111kipm poles or pedes/oh grow+d red wRClaw ELEVATION DETAI L.A \ bolts in Ply? .:..,, , o/bottom cam BASE PLATE a'o"din.ougered hole. "5V AIn•da. 2�" r til o SIGNAL /NSTAL LAT/ON DEM/LS W. Pour the ften once lowlowand NOTE: Ms drowfng is intended to ind/co/e genera/design flnnA tomatch adjac odpcen/concrete curbs �./r •� "\Qa. only in.so for as equipment is concerned. /1 is not or waits. Top four inches formed square to be construed as be1/1g an exact representation remainder may be round or square.yl; ,..Ij•, Finch corners with edging too/!f not M Inasmuch as dela/ls of design w1N wry among +• .•�' wall or paved area. /n shouHer areas •�': W manufacturers. all exposed portions of the foandown Anchor both ��' SAOfl be f"W lquars. .��•y�X�1Q y�fe.,: PLAN OATS INITIALI REVISION �r Revised 12/69 Redrorn and general revisions. Revised POLE FOOT/NG DETAILS Rerle.a APPROVED; Revised . C Revised a - Revhad - Thai1F�ER6 B�lel�s TED Drw'g. No. 1470 i 115 volt secondary �� - - TRAFFIC SIGNAL INSTALLATION SHEET power wins _ TYPICAL DETAILS Mfg: L_J Note: Hub,size ondnumber Cabinet to be constructed of V S.SYoldard A61/O FED.ROAD PROJECT FISCAL TOTAL as needed gunge steel, hot-dipped galvanized offer fabrication: STATE 41X814'Weatherproof cabinet --__ ro, DIV. N0. NUMBER YEAR SHEETS with cover to be constructed of Co. Sire of cabinet shall be as shown on the plans See Messenger honper Fo*vr Po/0 zy U S SlalWard No/O gunge steel 34B'rMef-'-" O 7/t7T or in the specifications. OREGON Index Messenger and Cabinet slWl be Mf-dipped gals- I IT supervisory cables ---------- mired after fobrkbnon. Weatherproof _ ::---7 -iiil �,• (3) Supervisory citron cainprvssJan fiNirq'�114 1I: 7//B'Hole 1.75' 25' cabinet info/lotion4 3 14 Top SpOtw~to side through e - Supervisory robM t 4 _9 P Q ` Supervhory COMNa/O gunge separator. Mefo/lic'(nR&W L__�-1 c_ Weatherproof rompresskxr ANkq condi//busMrq -- Note: l//B' Obkvg AIW hoks.ln/id -I 3 fnslollaf/on of conduit and Om/f this opening where l 3'q' o/kM open lid to slide back service equipment some as 3/4'gv/y.trlgJd,aondull supervAvey circuit dead ends and catch in.holding notch. derails or right. wiM size and.number of insulated fermkrd block TOP VIEW Lk/handle f,.be lob- Use smooth sfee/pin for conduct"os:.;aecified onr/cohd frac/gnN.'40 hod/ng bar O' p/ons,to surface cabinet. - bst'Nokrs a 1 � gunge sheeL� 2 L�I—u2' 1a 7� t oWV SUPERVISORY C/RCU/T CAB/NET _ ;_ b TYPE A30 ampere circuit breaker ,1rBTYPE ECONTROL CABLE SUPERVISORY ofinablM�Aper M/J cornet I �INSTALLATION `-J i Drill for(3)3/B"countersunk `i1,1 stove bells.Bath cobinels anI F pone/. . °c I p��ri�5i p�� o- 3�r . o -.i 3j9. 3 I 1:: c 1 plywood pone/es required I 1 6 n I 2"reducer bushing(Dri11 and lop) 4�_\\ for telephone interconnect.If= r' d V 5 -- -- ETA,". :T : .. :. L -==a TYPE B2 I - 91:fE _ T T-� . . TYPE B 2 Strain pole�I I 2'melo/ic insulated bushing _ 3�7 la \ TYPE F I —2-close ape nipple FRONT VIEW '" SIDE VIEW I I Ori//and fop pole- I I .Cabinet for 3/8'boll I ---- //4" II"_ Boil Sb1 I : T I�i1^\I'� I I` Nascneeded size and number sTu 'bon with washer I�_ 7 3 S' i J 1 O i I !r2"rigid conduit or pipe ' r j I I spocer of variable lengthI _ 'Pad I I 7718, /l?' 5 I—aq' 114'-4 m2* VIEW 5 0 Drhll 316'dk,.hole SWITCH AND/OR AUXILIARY CAB/NET — -�1- (2 requhedl a° Aluminum stockN IT TYPE G INSTALLATION DETAIL TYPE c b i ` y TERMINAL'BLOCK MOUNTING BRACKET 4 r31 (3) 3.25" 25' 1.75' *.Z5, ('q� r ------------- -- fLdhand/e TYPE H m ;� ® Lid hard/e r^ ------ -7r; w -- _,........�� '�� Locking slot CoblreJ Loi ? y i ® � ® TYPE D -------------- - - --- -------- cz �•r Lacking shl-z� i 1 I ---�"�------ --- }O � _ � Cabinet//d(open) A / ro vis" _ 346 W'510i N //7/B I ALK Q Ell 4v/ • -- Dna/for 2"p/pe N I LK ALN v "l (Slip f/1J a NOTE: Cabinet to be constructed of US. TfirmllI n _ Standard Na/2 gouge Steel Cabinet mounts/block - _ shall be hot d( mounting brockel9 1 piled gahvn/red allow __ fobricollon. Hinge slots in/!d or/ow ( �r r? B 13 8-------------------------- --- 8 --- 8 8 --- 6_- open lid to slide bock and catch In ft: TYPE ✓ TYPE K __________________ --_____ holt/ng poteh. Spptwe/d lop to sides through No10Pouge separator.Number of terminal sections to be as specified __ _ tV 25 ampere I Mb 1;;frock l Types A through F-Bracket mounted Note: Termbral box section with solder/ess box i Types G Mrough K-Pedestal mounted The above mounting arrangements do not necessarily lug (Number as:requkedl _ ia• I „� show the correct direction of the.pedestrian signal head. Drm 346 dh.& I Direction of heads shall be as,sham on the plans. hlorkuq slap r gan'd- Brackets and supporting arm /engl/rs shown ore overall kik ' 8r 1 O 14"Supporting Arm _ _ _ ____ _ _ __ _ _ _ _ y_cf r i l length of pipe with threads. They do not include fillings. ---------""'------------- - ;„a,,,L1 1 --- A//w/ring entrances into poles for pedestrian signal 1 I O 12”Mounting Bracket 9 �- J „____--_ circu)ts shallhove a 3/4"conduit n/pp/e drilled and + Ordl7//B"dkt`AwN N /75'131 , 'i O 12°Supporting Arm topped into the Pole. A metallic insulated bushing Supporting Arm 10' shall be instal/ed on the,conduil nipple end. ®. OnY/3v8'dex-1 11 11, -®---- --1i ' O B' Supporting Arm - W lJ S/ee✓kxkkq bar 131 siee/�ackivq bar I ( 325' .25' io '�� O6 10"Mounting Bracket DRTE INITIAL REVISION NOTE: Revised 9/62 - Redrawn and general revisions B Ir8' pfov(de JI.o 7i8'M II'v'ond �• one/3,W*flOddrh br baff m of Revised Added Supervisory inst.a type J d K signals CAB/NET DETA/LS toobeW,��k o'tro hw APPROVED: Rei sed Revised SIGNAL CIRCUIT TERM/NAL BLOCK �•le Ai,.� _Revised TRXFIC EEN61 E aT, Revised SriItald5:- T.E.D. Drw'g.No.1472 I ky�� o Base Bolf. X "� Detail A" „BC,. Diam. d�°� cP 1-6 'Luminaire Arm Len9W as — — - "----- 9 7z' Luminaire Arm Lengfh 'D' P-6" /�' /4" o\� givene on Removable --- „E^ /I 4" l4f" N" Defail 'A' Frain cap % 3' Pipe Spacer - v 7- tong - \ Design Ansa 3.3°' ton eat Round Arm _-i�� ---- / Q `+ g 9 __ 8 Note: Cap screws shall be tightened by / At # Detail "B" --- the turn-OF-nut method ' turn ast snug \ / x Design Wt 75 ,� P 9 Provide metal hook near 2'SCH 40 x fighf condition. No washers req d. \ a\ptr Defail 8"and Detail 'C' to support wire , 4• \_- YClamping device: y DETAIL A' _ A , o 9 Y IL Luminaire Arm Data Tap �"ole plate For ' ' 1"arm plate Min.0.0 ¢� side 3-3- % N.5. cap screws ; arm plate ANCHOR PLATE Lenyfh Rlse Mie R. Tan Pole Gage / (A.S.T.M. A325). 7 �6 5 0" 2'0' 5=0" O 3.0 Round or ¢ octagonal pole � B'-O" 3,-0" /0'-0"1 O 3.4" o Arm � �� 3'x 5" minimum /0=0" 3'-O" /O`O•' 2'O" 3.7" /OGa. hand hole, locate „ N _ 90° clock wise , I /2=0" 4'0" /0=0" 2=0" 4,0" o From arms. i 3 ga.ring � , =� wide i /5=0' 4=0" /O*-O" 2=0" 4.3" Grounding Lug a a0 l9 \N !O ga. cover (L5P-15-50 and LSP-15-30)Optional pole splice ry m e (5P-ZO-20)Removable rain-tight cap TC U4 - "Signal Arm Length' as e i i Pole _- I i �} `,� _____ Locknuf E washer given an p/ons. c 5, lafe Z'dia. chased ouflel N v i -�evehinr ovl turas fhru pole d arm plafe yr " t _ r .::: •. g Round Arm o 4 /Zga.x I ring Y ► c , ;;a, i- =r,s - - 6 x2'ria t 9 Ground Tack weld rings d a ` t_ Line ern r?afion M o DETAIL "B" 9 Sign as req'd. 4 1-o upper shorf). a J ; _4- Anchor bolts ``6 ---J — Defail"C" 10 Washer ; �A.S,T,M. A-307) , 'o a� ga. , ------- RASE DETAI L p + — a 0 ir, �e" side gusset- pl. G LUMINAIRE + SIGNAL POLE NOTE5 pole plate Signal Arm Dafa • li �, Poles, arms and connecfions are designed for a wind pressure i' 3 of 30 lbs. per s Ff. Min.0 l%germ plate® � Horiznfa/q deFlection at fhe fop of fhe ole due t fhe wei hf p Lenyfh Min.R Cioye p pole , o ca),PO Tap pole plafe of fhe arms and attachments, shall not exceed /% of the pole length. 7' TC-U4 Basic allowable stresses are increased 45/ ® for 4- /B N.S. I POLE SPLICE for Roadway_ ® combination wind load and dead load-. 0" 25,0" G.,2'" IQGo e surface �'�" cap screws � 5 (A.S.rM. A325). ll�" Gage numbers are U.5. Stondorc/ Gage . The steel used in poles / d,,,al. 20=0':30'0". 6.s" Base Defail and arms steal/ have a minimum yield strenyth of 33,000 psi Surface 25=0 35=0 7.2" "D'or°E' D -,%` o4er Fabrication. Plates shall conf=orm fo A.S.T.M. spec;ricofion A-36 . 76a. if information sign re d. Pole i Poles, arms, bolts, screws;nufs, washers and Plates shall be 5° I , Pole Da a ,;� f-_ _� /6 I I galvanized aFfer fabrication except as noted . Pole No, L5P-15-50 LSP-15 30 SR-20-ZO 8- 6 £ I i Arm I Po/e5 shall 6e fabricat'ed from full leny>/, sheets or built vertical bgrs'. �l td up from secfions of not 'less fhon t0 Feet in length . Min. '� 5.2" S. 6:5" _ _ %i For signal and in Formation sign mounting details and pole P _ 4 hps.@ � - accessories see T.E.D. Drwy. /V6. 1469. Taper 0.14"/Ft 0.14'/Ft 0.14'/Ff 12"max.ctrs. — _ I This draw,'? is intended to indicate a design that is Max. Length 50=0" 30=0" 20'0". 0 'o �q acceptable -tofhe Oregon state Highway Depor>ment-. Alternate Len g p ® details based on fhe above erlterkt may be submitted for approval, Gage 0- 3 ga. d6 3 ga. 7 ga. Note: m OREGON STATE HIGHWAY DIVISION Base D E E rF footing is located on u slope, Detai 1 set bottom center of grout at ground ib 1 , �,�� Luminaire. Si na/Arm BRIDGtl SECTION Foofin , line and level fhe round to clear e•s•w Pe v.✓eda m t to a g 7-O' 6 O 6' dnchor lafe. 9 i c�1a Add Signal Arm STD. LUMINAIRE + SIGNAL POLES Depth'F' P I 2'dia. chased ouf/et I �za salt size All concrete shall be class A" and I I i fhru ole 4 arm late. � LSP-15-50 AND L5P-15-30 SP-20-20 May 9 P shall affain a breaking sfren th of P P I I M- P/afe Thickness � Ma be lO «. above splice. I I (LUMINAIRE_+ SIGNAL) (SIGNAL ONLY) g 9. e i 27-7, Mounlin hei h1 datum 3,300 psi in 28 days (Fc-1,320 si). • ®. All rein Forcing steel shall con�orm fo DETALL °C' ------- .: :.:_'..:.L 1:.•' .r 41t GENERAL ,DETALLS 1.`.NadW9221 wriac ENQmImR Dw..MAY_5-1969....... near_....�.....cr............t.......----- A.5.T M, spec,Fi cat/on A-615, grade 40. q 1 7 3-671 Weld DNAVM WOOR G,.c.GOOK......:.: BPoDa6 NO...._ST�' DRAWING NO...`�....`...G I BCAL zo 40 BO ET v f Q 4- W � L EGENO t i 5 Remove existing controller with cabinet 6 i ♦ Note:See Aur!/laky dingy?be%A �f Existing meter service 03 I ! ® Existing (ph) vehicles signal (ph • phase shown) Ar.0jFCo.A ri"tardy do+J O Install 26 ft., 3-ga., 12. OD (Nominal) strain pole \ Y E9 Install 3/8' galv. messenger cable Install &, 4-wire No. 14 control cable dE See Note be/aw. A 9� PACIFIC HWY N WEST Q Install 1, 2-wire No. 12 control table Install lk' galy. rigid conduit Install 6'x8'x6' gale. cast iron ,function box -�( Install 26 ft. traffic signal rest an (/0r•A9110 ' ——_��.ai„s c'..i►_� �x P�(lo�.hr) © Install three-phase pratimed secondary controller with cabinet OInstall terminal cabinet 2 bi Ex/sllnp Bo/tt w _� I x F/Doge out dint — — zv— to secure bo/fs. I I I I l%zX I X'];,L FroineS. —— — — Front I Bac*: I F Provide 2,�'s/ip ZFZnIS4 . / x/�'x fid'L Support /V openlAq M AWBrackets Welded to �_ roves: frv�Aes. ---FA+C A#C CONStRUCT/ON NOTES ga ga/v.inert/W/,oriine coot.coat of o/ainlnuin p01oMPhase A Phase B Phase C ScreW-ovwnver 0n front.NEMA 3 R. 3 NO Dottoin.Weld ha0,and S/OW NORMAL PHASE SEQUENCE f^' s Note: *Thls phos/nq/Aterchaiges the exlShog r ar__; Phase B and R/AQse C sequence. Note:AAi1OWff al!veh/C/e detectors in place. ________ N �o � ORFGON STATE HIGHWAY_DM SION ye turned mt _TRPFFV'FNI INFERING SFf_TION_ L./yR-xIsk'x his EXIST/NG CONC'PETC TRAFF/C S /v.4L i STALL AT/ON i/tw AM"_.` PEOESTA_L S N! 72^—eA!/f;—S.K!GQEE/VBUR6.QQ(`!7!•AQI�) .rr'A7t f BQiI,. � IR\FFI�CtlGINF:iR 3! x/7 /'p/,z PAC/F/C H`Yy. `YEST FRONT DATE A14J11//VGTON COUN7'y A//X/L/A.A?Y CAB/NET (No Scale) ��% __. aotow,wwao m owns.Zf•P_9'a.'8•.!!at A2SST Nro w+.ti,:,n..R 147Q�.L4'Le y-'__ "4 r .44bi'tW",f 2964'd+b� z�60 DATE -----------------,•----TED.DW4 NO. eeece Fret o m eo se K I re ' M I , Boor Nw,E sovf B ( `' i ( •WS, LINE \ ; IS me q/ � sm'4'� � LEGEND a 3y 39 / Existing power source root �. • � Remove existing controller with cabinet ��• Existing meter service Existing (Ph) vehicle signal (Ph phase shown)(IQgweA) ©C Install two-phase pretimed master controller with cabinet Install 30 ft., 3 ga., 12. O.D. (Nominal) strain pole ' O2 Install 28 ft., 3 ga., 12. O.D. (Nominal) strain pole Install 3/81 gale. messenger cable Install gale. thimbleye bolt ® Install service cabinet with 30 ampere circuit breaker Nofe: Abandon al/ vehicle defecfors in Place. Install i-♦ wire No. 14 control cable Ramove, exivh47 tryrfra eipnel inttallotlim. Install 25 ft, traffic signal mast arm MS Install meter service Install (Ph) phase vehicle signal r � ' APPROVIU. OREGON STATE HIGHWAY DIVISION �r TRAFFIC ENGINEERING SUTTON ENG ---- r"FF/C S/GNA(, /NSTA L L AT/O N Phose A Phese B � S,W. '72�.4vE.—SfYGQEENBUQC�PO.(l, POSE. /e NORMAL PHASE SEQUENCE ATE w4S111NGTO1v COUNTY . ABaT.aTA76 XIOMWAT iNOlNiin A127 IZ !_• w�•i�e� } DI1T8 T.La DW6 7 '. tt SCALL PC[r So i NOTE: Use existing wirer (to be abandoned) for j splitting Phase A end Phase B vehicle signals for fire pre-emption from base of tslend pole to controller cabinet. C n E V• T PACIFIC N/6MM'AY WEST a/ V'N � Remove existing eontroiler with cabinet i s Existing meter service • I ® Existing sidewalk junction box —^-- , '— --' ® Existing (Ph) vehicla signal (Ph Phase shown) ® Existing wiring to be utilized NOTE: Abandon all vehicle detectors in place. O Install three-phase p pretlme secondary controller with cabinet PSV , 1 ey +prd a�,F • Pha, e A Phone B Phone C NORAML PHASE SEgU4-NCE Ar.aa.ED1 OREGON FENGINEERING SCS SECTION rW a,a`,N�ua TRAFF/C S/CANAL, /NST.4 L L AT/O/v S.W. 72�X AIDE.-Sk!GREENB(/RG�PQ/37�CI.PL� 'e.. ►- tn��z �/ P-4C1,0-1c Hive. w--sr oAn /YAS111,VG7'0N CO&*VTV oAr[OCT.1971 F/R£ PR£MPT/ON "HOLD" ( See Special Provision) AaaT.aTAT6 HIGHWAY[weW6E11 .l: DAYS TSA owe t 'Nk ww 1pr O YO 40 BO 6n ' G 4A 1. A M 1 to Q ` i PQ0"AMMPD NQAO/IVDICA774W.V ; 1; 1 C E M 0_1 E j � L EGENO IaAC//s'/G' IyIYY. ® Remora existing controtlor with cabinet �'YEST Notes Disconnect EX/YC heed on mast arm Existing meter service from EX/YC head on center span in overhead pct. box on easterly island ® Existing (Ph) vehicle signal (Ph • phase fhowd) pole. Place nar 1/C cable across span to bottom of pole In westerly island. Make up new cable w/existing ® Existing wiring to be utilised ' abandon wiriny in bottom of pole to provide split phase wiring of CO Install three-phase pretimed secondary controller with cabinet y: new vehicle heads to new controller / I cabinet. ® ]];stall programme 8• vehicle signal head adapters (Ph • phase shown MqI N ST. -w��--� CV Install one-way 3-section vehicle signal (e• sections) .......... ® Install 1-wire No. it control cable s SO 7W i Aherndan a# eehkAr t2WW/ars/n place. \ r J I Phase A Phase S Phase C NORMAL PHA;;E SEQUENCE ° OREGON STATE HIGHWAY DMSION TRAFFIC ENCINEERING SECTION TRAFF/C SIGNAL 1AUr4 L L AT/ON $W. 72&PAVE.—S.iY.GREENBU�PG RLt/f7GA.PC�SLt7 PAC/F/C HiYY- iYE9T oAte W,4 S///NG TO N COUNTY aser.ease 1HV1G~r ewoxas:rss l 24163 Fires PRLMP T /1011 01-4b"�S&e speCial'AlWiai0n� DATE *� "'" / AT;A/L -4' ' I Poeihe NWY- SO lilt GEGA-/VO $1 L Existing signalized intersection to be revised I S N � v / Existing power poles b8 sI ` install 6 wire No. 14 control cable on 3/8• Nesse"ger between power poles g "Aas /s[T e ase Sea 300 �� f ® Install synchronizer terminal cabinet QInstall 3/8- messenger cable z i ®4 Install 6 wire No. le control cable Install "S" galvanized rigid conduit (-S- • also shown)• ® Eels ting State owned wood pole i � •. . . Qom° `�•�` I i r s � P /' I OC TA/L"C v F\ S.W. B7n Aare. Greenbw Rd. SEE D&TA/L O, 00 ' k o Juil � OREGO STATE'NIG WAY DIYIEION 'k C � TRA M ENVINF.ER�NG SECTION ti aliny to ._.._. . _ ,t;,x, see de/k►i7 B-tle TRAFF/C S/ NAL /NSTAL L A T/ON .Qj TRAFfE ENe1NEER 3.Nt 72"AME. AW REEA,A6, QO PAC/F; - f/H/Y- !•PEST Cable flawov ga/iT °� 3 `I` °"7H H/ASH/ 6T0/V COUNTYT_ _ mATa..OSL•l�71 y -- ASST.STATE HiQN AT ENONEER DET.a/L- B—lam O6 TA/L"'i r I-V717I Tea San Ma•�4fie¢ mATe E Kind of work in 6"Capitol Letters 6' a BY P"o --- - ----- - - - - z o Contractors Nome in 6"Capital Letters 6• N IMinimuml I — l'-7" 4 -/O" Contractor idenlification offSign 30=0" Min. The sign shown shall be constructed of 3/4"exterior grade ply- el wood. The background sholl be while and may be refleclorized or o' non-rel/ectorized as the contractor elects. The legend shall be l`nl block screen process ink. All letters and numerals shall be the cl Federal Highway Admin.standard capitol letter alphabets. All spacing c o shall be as shown or where not shown shall conform to the requirements of the O.S.H.D. Technical Bulletin No. 28, "Oregon Manual on Uniform Troffic Control Devices for Streets and Highways" °I Borders are not required. °qq WI Splicing of the plywood sign wrll not be permitted A minimum of four 3/8"x 3-1/2"golvanized lag screws shall be used to mount each sign. The post supports shall be 4 x 4"S45 Douglas Fir,Construction grade or ,n l\\, better. The wood posts shall be painted white and in- `ll stalled at least four feel in the ground. The signs shall be in- t r stalled of a height of seven feel above the edge of pavement Ol elevation and of d minimum distance of 30 feel between the near `+ s edge of the sign and edge of the shoulder or curb. p � ? I TYPICAL SIGN INSTALLATION Revised 8/70 Revised /-7—V Revised 1/18/68 OREGON STATE HIGHWAY DIVISION APPROVED. W TRAFFIC ENGINEERING SECTION ! r TRAFFIC ENGINEER -4 CONTRACTOR IDENTIFICATION SIGN DATE:��Y/?' T.E.D. DR WIG.NO. 2506 I