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MEDIAN 2' 0" <br />a To orvmpcny p/ons doled or <br />See Note 7--., See Note 7 w Q) .a SHEET T TAL3 <br />11 <br />DISTRICT COUNTVROUTE PL,stM les-Total Project H1._ 6" o ap <br />c`n min. O S. S -/Z Zf2) L' :<LANE 4 2 wires 9, 0„6'-0” 6'-0" 2 wires w - J I <br />7-8 Note I No. 3 /2 PB` I C 2 12 AWG to controller <br />Flexible conduit U <br />D__8 APPROVAL RECOMMENDED <br />LANE 3 4 wires 3'-09-0 <br />4' 0" <br />7 8' <br />4 wires <br />12 Note 7 c° FLA rA Where practical a 6x6 <br />Median <br />LANE 2 6 wires 3'-0" 6'O" 119, 0„7, 8 <br />6 wires 6 No.31/ <br />2 PB <br />r <br />d LA foot loop is desirable . Left LOOP-,%GZG <br />LANE I 8 wires 6'-0° <br />1,- <br />6'-0'I, 6„ <br />8 wires Max• <br />Turn <br />TRAFFIC ENGINEEI— <br />Note 4 4 WIreS 2 WIreS D .c REGISTERED CIVIL ENGINEER N0. 98' <br />E <br />6FlexibleconduitFlexibleconduit <br />I <br />N O 101 LB I <br />ane <br />0 4 wires <br />N I I min. I APPROVED January 14 1970No- 3-1/ <br />2 pull box T" 2 min.No.3-1/ <br />2 pull box v x <br />M o61 <br />10'* 10't 101E STA GHWAY" E IN <br />EPDXY FILL L-(rD <br />e Detail C R ERED CIVIL E EER N0. 5645TYPICALTHRULANEINSTALLATIONTYPICALLEFTTURNLANEINSTALLATION <br />tooJ TRAF C DETAIL IICIIDIAGONAL CORNER CUTS <br />o/REcrioN TYPICAL LOOP DETECTOR INSTALLATIONSPourspecifiedepoxyresininslotorhole <br />to cover conductors. Before setting, surplus Epoxy fill Pipe I/ <br />4 <br />material shall be struck off and removed <br />B 6 Base <br />5/69 <br />SECTIONfromadjacentroadsurfaces . 3 turns copper Epoxy fill RE • <br />21/ " Std. alv.Epoxy 1/ <br />q wire No. AWG I/ "8 t2 Sond Sensor cables in 2 9 <br />fill N - 2 Lead- in wires for loops. fill saw cut to pull box steel pipe A5° 4S°Black insulation E <br />min. (Use 2 wires for each loop) For detector spacing in lanes 2'min. 5/g' x 12 3/g'as specified) <br />N a e. . . a.. <br />a " - Sensing see signal plan Anchor bolts <br />E - a Leads from lane I element 4 <br />Q) o . Leads from lane 2 <br />2 <br />MAGNETOMETER SENSING ELEMENT INSTALLATION PROCEDURE Cut hole to <br />Leads from lane 3 fit pipe <br />SECTION A-A Leads from lane 4 1 Prepare holes for sensing elements and saw cuts in pavement for connecting cables as shown I'- <br />611 <br />SECTION B -B i „ <br />3/inin details . Blow out and dry thoroughly with compressed air. <br />Note : Conduits shall protrude /2 R 5 <br />2 . Install termination pull box. etc. See termination details. 2"max. above finished <br />3 . Install heads in holes and install cables (see specifications ) in slots using 316' to 1/ <br />411 <br />thick <br />surface of foundation. BASE DETAIL <br />LOOP INSTALLATION PROCEDURE paddle and run to termination pull box allowing 5 feet of slack at the pull box. PEDESTRIAN PUSH <br />1 . Saw slots in pavement for loop conductors as shown in details . Blow out and dry thoroughly with compressed air.4 . Fill slots and sensing element holes as shown in details. BUTTON POST <br />2 . Install termination pull box . etc. 5 . Identify cables by lane (traffic counting ) or sensor unit designation (traffic signal systems ). <br />3 . Install 4112 AWG loop conductor (see specifications ) in slots using a 316 to I/ <br />411 <br />thick wood paddle allowing <br />6 . Splice sensing element cables to lead -in cables (where required ) or tape ends of cables Arrow to be left or right ° 0TOCROSSTOCROSf + , <br />additional length for the run to termination g <br />after testing ) to prevent entrance of moisture . All splices shall be soldered using rosin core solder S f or both as re wired ` STREETgpullboxplus5feetofslackinpullbox . This additional length g p p g <br />PUS„ <br />q <br />PUSH <br />BUBUTTONTTON <br />Porcelain enameled WAIT FORWAITFORoconductorforeachloopcircuitshallbetwistedtogetherintoapair (at least 2 turns per foot) before being 7 . Test each sensing element circuit at controller or count station cabinet (or if these are not WALK H GREEN <br />OSIGNALO 5 x73/4 sign black SIGNAL v <br />run to pull box. installed , test at termination pull box ) before filling holes and slots . Excitation circuits shall letters white background <br />4 . Fill slots as shown in details. <br />have a resistance of 50 ohms * per head and detection circuits shall have a resistance of FOR WALK- DONT WALK FOR 2 OR 3 LIGHT <br />300 ohms + per head . Measurements shall be made with a low range ohm- meter. SIGNAL SIGNAL <br />5 . Identify loop circuit pairs by lane (traffic counting ) or sensor unit designation (traffic signals). Or other resistance per manufacturers specifications. <br />SIGNS <br />6 . Splice loop conductors to lead - in cable (where required ) or tape ends of conductor (after testing ) to prevent For mounting on <br />Edge of Edge of <br />Min. 2" Conductors or cables pedestrian push button <br />Use onlyentranceofmoisture . All splices sholl be soldered using rosin core solder. End of conduit must post, provide fitter forshoulderIC (Min.) pavement rest on pavement ledge <br />O <br />top of post. <br />when <br />cifi7 . Test each loop circuit at controller or count station cabinet (or if these are not installed test at termination Pavement I specified <br />pull box ) before filling slots . Perform a megger test between circuits and between each circuit and ground . Pavement Shape back of castingo <br />to fit curvature of post Red & greenInsulationresistanceshallbenotlessthan100megohms . Test each loop circuit for continuity . Loop Base <br />Off <br />TYPE B Install push button on TYPE A indicator <br />circuit resistance shall not exceed 2 ohms. <br />Sub- base lightscrosswalksideof9 <br />Sawed slot with standard.Termination <br />Pull box Epoxy fill <br />SIGN <br />PEDESTRIAN PUSH <br />ES Saw edge before trenching. EP <br />8 <br />Contact unit 6' contact unit unless Splice Re lace in kind .Epoxy fill BUTTON <br />otherwise noted boxTTGrounding <br />a ,: : a . : . .. . . . . . :o .: . . <br />6ki : bushing 2"Min. <br />PLAN VIEWTopoffoundationshallRoofingpaper <br />Approx. 2 cu. 0 0 o obeflushwithpavement211sleevetoallow SHOULDER TERMINATION DETAIL <br />surface.for drainage <br />ft. of clean <br />9 crushed rock Pull boxIInspectionholesFoundationshallextend <br />ELEVATION 8"outside of frame on <br />a CurbNotrequiredforremovableSpliceto2No.l2 o Epoxy <br />INSTALLATION NOTES pan type.all Sides . <br />cable ,for run to Note I a 2 NOTE <br />Control ler.1 . Detector position dimensions refer to contact unit . <br />Contact unit These details supersede details showna . •"- •. :• . . a.. ,, <br />on Standard Plan No. ES - 3B- II page <br />2 . Concrete under removable contact unit mounting pan shall be finished PLAN Min. I inch conduit <br />Note 3 Note 4 Roadway no. 184 Of the Standard Plans dated <br />flush with top of pan supporting angles. <br />I . Non-metallic bushing shal I be used at roadway end of conduit. July, 1969. <br />3 . Detector contact unit surface shall be flush with rim of housing or no more 2 . Tape wire 3 inches each side of roadway bushing .1/e' higher , if low, unit shall be raised using one - piece, galvanized , sheet 3 . Install flexible compound on low side of roadway conduit before installing wire. <br />metal shims with dimensions the same as the bottom surface of the 4. Round all sharp edges where wire has to pass.SPECIAL DETAILS <br />contact unit . <br />5. End of roadway conduit shall be 2 inches below roadway. TRAFFIC SIGNAL AND HIGHWAY4 . Screw threads shall be coated with anti - seize compound . All screws shall <br />be tightened securely.VEHICLE DETECTORS CURB TERMINATION DETAIL LIGHTING INSTALLATIONS <br />TYPICAL DETAILS OF CONDUCTORS <br />DETAILS N0. 3B <br />PRESSURE SENSITIVE DETECTOR <br />BETWEEN ROADWAY AND PULL BOX <br />REV. 81 REDRAW. 7/17/69 10/15/69 1/2'min . was 1/ <br />411 <br />1/14/70 - Rev. Detail <br />SES - 36 " 15