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Evaluation Only.Created with Aspose.PDF.Copyright 2002-2018 Aspose Pty Ltd. <br /> 146 <br /> PROJECT REFERENCE NO. SHEET N0. <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 o a o Fully Actuated <br /> C C H 100P SIZE FROMTURNS PHASE 5 LU STRETCH DELAY <br /> (Fij sTOPBAR a ,. TIME TIME W NC 86 Closed Loop System <br /> 21,22 R G R R Y icy zLLA <br /> 31 R R G R R <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 . R1 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 X j 3B 6X40 +5 2-4-2 - 3 Y Y - -- 10 - - 2006 and "Standard <br /> 62,63 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 /> �w 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 . night -Flashing operation <br /> 11(� 4C 6X15 +5 3 - 4 Y Y - - 15 unless otherwise directed by <br /> 01+6 Denotes L.E.D. UJ 6A 6XG 300 5 - 6 Y Y - - - - - the Engineer. <br /> p <br /> 04 - 3 . Omit phase 1 during phase 2 on. <br /> '�' 4 . Program controller to clear <br /> CD f from phase 2+6 to phase 1 +6 by <br /> �2 10% <br /> 0 UJ <br /> 12" A Nprogressing through phase 4 <br /> 12 _J ( see Electrical DetaiIs ) . <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 /> � UNDETECTED MOVEMENT (OVERLAP) 61 �21, 22 # 6 . Set all detector units to <br /> -�- - -- UNSIGNALIZED MOVEMENT 31 <br /> presence mode. <br /> - - -� PEDESTRIAN MOVEMENT 41 32,33 f 7 . Maximum times shown in timing <br /> 42 chart are for free-run <br /> 62, 63 / operation only. Coordinated <br /> °� 4g ` ' ' f signal system timing values <br /> t;I r,; supersede these values. <br /> - ---=- U (BUSINESS "�" — rrFr r1 r r rr E � 8 . Cl osed I oop system data: <br /> -- ) NG -- -- --_ 4C <br /> -- __ Controller Asset #1695 . <br /> 8 fit- 40 MPH <br /> f GRADE ` ---M-"�~---- 245 <br /> 61 <br /> Ay` -- -- --\ 2 2 _ ��_.��- - `y---=-- 4 <br /> 4 <br /> 42 <br /> us <br /> Y4 <br /> $Q "90 <br /> �0 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 Signal dead <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 /> FEATURE 1 2 3 4 s \ o\\xs� <br /> Q El Junction BOX <br /> 40 <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 \ \`s'� <br /> t� \ oo� -�- 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 LLD" Sign RI-2) <br /> un <br /> Q <br /> \ �/ <br /> Walk - - - - - \ y� \q� ® Signal Ahead Sign (W3-3) <br /> rl <br /> ' Don't Walk 1 <br /> o Seconds Per Actuation <br /> Max Variable Initial - - - - <br /> \ Signal Upgrade <br /> a Time Before Reduction - 15 - - 15 <br /> Prepared in the o "ofSEAL <br /> L Time To Reduce - 30 - - 30 US 70 Bus , /NO 86 - US 70 Bus , <br /> Minimurn Gap - 3.1 - - 3.2 $p*moo C <br /> o •�` R • <br /> Recall Mode - MIN RECALL - MIN RECALL At � A p <br /> C Vehicle Call Memory - - - -.>. " x : Q kq - <br /> NO SB - SR 1879Elizabath Brady Roads <br /> o ? SEAL <br /> L Dual Entry - - - - - r o g S"' �. <br /> Division 7 Orange C unty Hillsborough - = 29904 <br /> Simultaneous Gap ON ON ON ON ON Ord Geame S PLAN DATE: JANUARY 2008 REVIEWED BY: M MAH80013A <br /> 75o N.GreeWw-U Pkroy,Ganwr Arc 27529 PREPARED BY: K. A{ DONRDO REVIEWED BY: '`•i . ..... <br /> © cC o These values may be field adjusted. Do not adjust Min Green and 6dension times for phases 2 and 5 SCALE REVISIONS INIT. DATE <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 /> I v7 Q ----------------------------------------------------- --------- - <br /> cs.1-s- 110.0 <br /> -------_--__ry__-�__-.._-..,_.�.__,,...,....._. .......,....,.......__,..._ <br /> o rr Wej j)} --------------------------------------------------------- --------------------- <br /> 1SIG. INVENTORY N4. �17- 69rJ <br /> v <br />