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E286 - E303
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E286 - E303
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Last modified
3/28/2025 9:47:17 AM
Creation date
3/28/2025 9:43:38 AM
Metadata
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Template:
Large Plans - LP
Project
Project Plans for Construction of San Joaquin County Highway Federal Aid Secondary Project NO. S-1292 (2) Eight Mile Road
Limits
Between West Lane and State Riute 99 North of Stockton
Year
1970
Project Engineer
M. Lowe
Roads Worked
Eight Mile Rd.
Red Lines
No
Federal #
S-1292 (2)
Supplemental fields
Classification
As-Builts
Cross Ref
E286 - E303
Type
Highway Construction
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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
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