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Evaluation Only.Created with Aspose.PDF.Copyright 2002-2018 Aspose Pty Ltd. <br /> Material from October 18,2023 Age k 154 <br /> PROJECT REFERENCE NO. SHEET NO. <br /> PHASING DIAGRAM TABLE OF OPERATION N/A SSG. i <br /> PHASE 2070L LOOP & DETECTOR INSTALLATION <br /> SIGNAL 0 0 0 L INDUCTIVE LOOPS DETECTOR PROGRAMMING 3 Phase <br /> FACE + + A DISTANCE a <br /> 3 4 S 0 a $ Fully Actuated <br /> 6 6 H LOOP SIZE FROM TURNS PHASE STRETCH DELAY <br /> (FT) STOPBAR -:r_ a ,. TIME TIME W NC 86 Closed Loop System <br /> 21,22 R G R R Y (�) z <br /> 31 R R G RJR <br /> 32,33 R R G R R 1A 6X40 +5 2-4-2 - 6 Y Y Y 2 15 - NOTES <br /> 41 R R R G . R 2A 6X6 250 5 - 2 Y Y - _ - - - <br /> 02+6 03 42 R R R G R '� 2B 6X40 +5 2-4-2 - 2 Y Y Y 2 5 - - 1 • Refer to "Roadway Standard <br /> G 3A 6X40 +5 2-4-2 - 3 Y Y - - 3 Drawings NCDOT" dated July <br /> 61 G R R Y Q j 3B 6X40 +5 2-4-2 - 3 Y Y - -- 10 - - 2006 and "Standard <br /> 62g63 G G R R Y 1 ! r - Spec i -f" i cations for Roads and <br /> 4 3C 6X15 +5 3 3 Y Y - - 15 - Structures" dated July 2006. <br /> Iw t 4A 6X40 +5 2-4-2 4 Y Y - 3 2 . Do not program signal for late <br /> o z 4B 6X40 +5 2-4-2 - 4 Y Y - - 10 <br /> - - <br /> SIGNAL FACE I . D . Cl- � night flashing operation <br /> 4C 6X15 +5 3 - 4 Y Y - - 15 unless otherwise directed by <br /> 01+6 Denotes L.E.D. w 6A 6X6 300 5 - 6 Y Y -J - - - - the Engineer. <br /> p <br /> 04 � 3 . Omit phase 1 dur i ng phase 2 on. <br /> co QL co <br /> '�' 4 . Program controller to clear <br /> Q ' <br /> R R f f � , from phase 2+6 to phase 1 +6 by <br /> to 0 ® 0 12" A N progressing through phase 4 <br /> 12 <br /> '� ```�''' 12 _J ( see Electrical Details ) . <br /> PHASING DIAGRAM DETECTION LEGEND © ! w <br /> 5 . The order of phase 3 and phase <br /> .44 0 DETECTED MOVEMENT � � 1 j 4 may be reversed. <br /> 44 - UNDETECTED MOVEMENT (OVERLAP) 61 � # 6 . Set all detector units to <br /> -�- - -- UNSIGNALIZED MOVEMENT 31 32,33 <br /> 2 22 <br /> presence mode. <br /> - - -� PEDESTRIAN MOVEMENT 41 3 2,3 3 f 7 . Maximum times shown in timing <br /> 42 chart are for free-run <br /> 62, 63 operation only. Coordinated <br /> 4- f signal system timing values <br /> t;I ;;; supersede these values. <br /> - ---=- U (BUSINESS "�" — rrir r1 r r rr E � 8 . Cl osed ( oop system data: <br /> -- ) NC -- -- -- --_ 4C <br /> -- __ Controller Asset #1695 . <br /> 32 <br /> flit- 40 MPH A ` ---M-"�~---- 245 <br /> 61 <br /> Ay <br /> ` -- -- --\ 22 4 GSA '- <br /> 42 4 <br /> us <br /> $Q <br /> LEGEND <br /> \\ �; PROPOSED EXISTING <br /> Traffic SignaI Head 0 )w <br /> \ \ 0---A-- Mod i f i ed S i gna l Head N/A <br /> �9 Sign - <br /> \ �� \ Pedestrian S i gna l }lead <br /> \ ` \ With Push Button & Sign <br /> \ \ Signal Pole with Guy �1 <br /> \\� \ u Signal Pole with Sidewalk Guy <br /> 2070L, TIMING CHART \ &�\ O inductive Loop Detector c= <br /> \ y \ ® Controller & Cabinet , <br /> PHASE \ <br /> 40 <br /> FEATURE 1 2 3 4 <br /> Q 5 \ ,moo\\x�•cS ElJ unct i Ot l $OX <br /> Min Green 1 " 7 12 7 7 12 \ q \ <br /> �, �, -. e _ d_ e 2-in Underground Conduit -- -- <br /> N/A Right of Way <br /> Extension 1 x 1.0 6.0 1.0 1.0 6.0 <br /> \ \ - -> Directional Arrow > <br /> Max Green 1 ' 20 80 20 20 80 <br /> Pavement Marking Arrow -�- <br /> Yellow Clearance 3.0 4.6 5.5 4.4 4.9 <br /> Red clearance 2.8 1.9 1.0 1.2 1.4 \ �� "Y ELD" Sign R1-2} Q <br /> u \ <br /> Walk - - - - - \ y� \q� ® Signal Ahead Sign (W3-3) <br /> ' Don't Walk 1 <br /> o Seconds Per Actuation <br /> Max Variable Initial - - - - <br /> \ Signal Upgrade <br /> q Time Before Reduction - 15 - - 15 <br /> Prepared i, �"of SEAL <br /> L Time 10 Reduce - 30 - - 30 US 70 Bus , /NO 86 - t S 70 Bus . <br /> " os a.a s , <br /> Minimurn Gap - 3.1 - - 3.2 $p*moo o •�` C A <br /> R • <br /> Recall Mode - MIN RCA!-1 - MIN RECALL <br /> ry tP 1\ f/ <br /> n>;M,k x Q� �F E.S Jr.SJr ;f <br /> C - - - -.>. " x : Q kq - <br /> -> NO SB - SR 1879 ( Elizabeth Brady Roads Z7 <br /> Vehicle Call Memory ' <br /> o ? SEAL <br /> L Dual Entry �. <br /> Division 7 Orange Count Hillsborough - = 29904 <br /> Ord Geoln <br /> Simultaneous Gap ON ON ON ON ON PLAN DATE: Af ffAitY 2008 REVIEWED BY: AHBf306A = <br /> 'ti.FAG I%0F <br /> 75o N.GreeWw-U pktMGanwr Arc 27529 PREPARED BY: l(, MALDONADO REVIEWED BY: '`•i "'•••G P��,� `` <br /> © cam,,o These values may be field adjusted. Do not adjust Min Green and 5dension times for phases 2 and 5 SCALE REVISIONS INIT. ©ATE <br /> alower than what is shown. Min Green for all other phases should not be lower than 4 seconds. 0 40 <br /> SIG3! E DATE <br /> 1 v7 Q ----------------------------------------------------- --------- - <br /> cs.1-s-_ -------_--__ ----------- --- __,,...,....._. .......,....,.......__,..._ <br /> o rr We)�} --------------------------------------------------------- --------------------- <br /> 1SIG. INVENTORY N4. 07- fi95 <br /> v <br />