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PROJECT REFERENCE NO. 14§HEET NO. <br /> \ POR Sig , 1 <br /> PHASING DIAGRAM q \\ OASIS 2070 LOOP & DETECTOR INSTALLATION CHART <br /> TABLE OF OPERATION \ \ 3 Phase <br /> PHASE \ \ INDUCTIVE LOOPS DETECTOR PROGRAMMING Fully Actuated <br /> \ \ DISTANCE o z w o <br /> ( Isolated ) <br /> SIGNAL 0 F \ \ SIZE FROM o z o STRETCH DELAY o <br /> 2 0 0 L \ LOOP TURNS PHASE J z g g <br /> �� �♦ FACE + 3 4 A \ \ (FT) STOPBAR X TIME TIME LU NOTES <br /> 6 S \ \ (FT) z w ? N z <br /> H \ \ <br /> 21, 22 G R R Y \ \ 2A 6X6 420 EXIST - 2 Y Y - - - - - 1 . Refer to "Roadway Standard <br /> \ \\02+6 03 31 R G R R 2B 6X60 +5 2-4-2 - 2 Y Y Y - 3 _ _ Drawings NCDOT " dated January <br /> \ \32 R G R R \ \ 3A 6X60 +5 2-4-2 - 3 Y Y Y 2.0 5 - - <br /> 2012 and "Standard <br /> \ \\ 313 6X6 300 5 - 3 - Y - _ Specifications for Roads and <br /> 41 R R G R Structures" dated January 2012 . <br /> 4A 6X60 +5 2-4-2 - 4 Y Y Y 2.0 5 - <br /> 42 R R G R \ \\ - 2 . Do not program signal for late <br /> \ j 4B 6X25 +10 2-4-2 - 4 Y Y - - 10 - - <br /> 61, 62, 63 G R R Y \ \ cr night flashing operation <br /> \ \\ 6'j 4C 6X6 300 5 - 4 - Y - - - - - unless otherwise directed by <br /> \\ \\ 6A 6X6 420 EXIST - 6 Y Y - - - _ = the Engineer . <br /> SIGNAL FACE I . D . -o \ �� 613 6X60 +5 2 4-2 6 1 YJ YJ Y - 1 3 3 . The order of phase 3 and phase <br /> y \ <br /> 04 All Heads L . E . D. \ \ 4 may be reversed. <br /> \ <br /> % \ \\�� 4 . Set all detector units to <br /> presence mode. <br /> PHASING DIAGRAM DETECTION LEGEND Y R �O \\� \\ Q'q, 5 . In the event of loop <br /> replacement , refer to the <br /> 0 DETECTED MOVEMENT 1 211 \ \\ current ITS and Signals Design <br /> G 01211 \0 UNDETECTED MOVEMENT (OVERLAP) Manual and submit a Plan of\q \\ <br /> UNSIGNALIZED MOVEMENT Record to the Signal Design <br /> O G \ \ <br /> E PEDESTRIAN MOVEMENT \ \ \ Sect 1 on. <br /> 31 21, 22 Pole Mounted Cabinet 6 . Pavement markings are existing. <br /> 41 32 q B <br /> 42 <br /> 61, 62, 63 <br /> i <br /> US 70 _ _ - _ - 62 - 55 MPH +1% Grade <br /> - - - 31 32 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ <br /> _ _ _ <br /> 2B - - _ _ - - - - - - - - - - - - - - - - <br /> _ _ _ - - - - - - - - - - - - - - - - - - - - 21 <br /> - 55 MPH - 1 % GRADE 42 41 22 <br /> US70 - - - - - - - - - - - - - - - - <br /> /A 3A ` <br /> \ LEGEND <br /> � � \ x <br /> ee c9 <br /> �a <br /> \ o PROPOSED EXISTING <br /> �> Traffic S i gna I Head H <br /> \ <br /> \ 0- > Modified Signal Head N/A <br /> Cn OASIS 2070 TIMING CHART `� `\ `\ Sign <br /> PHASE 0 \ \ Pedestrian Signal Head <br /> C-DWith Push Button 8 Sign <br /> FEATURE 2 s 4 6 ` \ 0 Signal Pole with Guy <br /> Min Green 1 14 7 7 14 \\ \ �� ♦� <br /> \ \ Signal Pole with Sidewalk Guy W <br /> Extension 1 * 6.0 6.0 6.0 6.0 \ \\ O Inductive Loop Detector C = _ D <br /> CD <br /> Max Green 1 90 30 30 90 `\ \ Controller & Cabinet <br /> �xy <br /> Yellow Clearance 5.3 4.2 4.5 5.1 \ `\ • <br /> ❑ Junction Box <br /> o Red Clearance 1.0 1.9 1.4 1.0 Plan of Record ` \`J \ - - - - - 2-in Underground Conduit - - - <br /> Red Revert 2.0 2.0 2.0 2.0 ` 3B \ N/A Right Of Way - - - - - <br /> PREPARED BY: R . J . Ziemba DATE: September 2021 ` \ \ <br /> Walk 1 * - - - - v > Directional Arrow <br /> o REVIEWED BY: DATE: <br /> Don't Walk 1 - - - - DocuSigned by: <br /> SIGNATURE: DATE: 9/22/2021 \ <br /> Seconds Per Actuation 2.5 - - 2.5 \ <br /> 1 B9e4e66274A4QO.l N T S <br /> Max Variable Initial * 46 - - 46 <br /> - -Updct_e__Road__Names_________-------------------------------- <br /> Time Before Reduction 15 10 10 15 DOCUMENT NOT CONSIDERED <br /> -------------------------------------------------------------------- FINAL UNLESS ALL <br /> Plan of Record SIGNATURES COMPLETED <br /> Time To Reduce * 30 20 20 30 This plan of record reflects existing field conditions as submitted <br /> i <br /> � by field personnel. This plan may have been modified from Prepared In ME Offices of. <br /> Minimum Gap 3.0 3.0 3.0 3. its original state. <br /> o 0 00b(Iliy oqa <br /> Recall Mode MIN RECALL - - MIN RECALL u`�� o� o� U 7 Not a certified document. <br /> (� a0�46y S <br /> o �A Q Qo <br /> This document originally <br /> Vehicle Call Memory YELLOW - - YELLOW $ at <br /> issued and sealed by <br /> z SR 1561 / 17 0 9 ( Lawrence Road ) Robert J.Ziemba,PE 11026486, <br /> Dual Entry ' <br /> Q� on 1 1/04/201 1. <br /> = Simultaneous Gap ON ON ON ON Division 7 Orange County Hillsborough <br /> o[F .,Fn p�� i�o This document shall not be <br /> o * These values may be field adjusted. Do not adjust Min Green and Extension times for esI n Sep PLAN DATE: September 201 1 REVIEWED BY: considered a certified <br /> 9 v7 phases 2 and 6 lower than what is shown. Min Green for all other phases should not 750 N.Greenfleld Pk".Gorner.NC 275 PREPARED BY: J , C 0111 n S REVIEWED BY: document. <br /> be lower than 4 seconds. SCALE REVISIONS [NIT. DATE <br /> C, <br /> N� <br /> 00 4 --------------------- -------------------- ----- <br /> --------- ----------------------------------------------------- <br /> a 1 n=4 Q --------------------------------------------------------------- -------- SIG. INVENTORY N0. 0 7 1 6 91 <br /> N <br /> N v7 �- <br />