APPENDIX A. OC Transpo System Map & Route Information

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1 APPENDIX A OC Transpo System Map & Route Information

2 OC Transpo System Map 1040 Somerset Street, Ottawa = Subject Site

3 Route / Circuit 2 CENTRE RIDEAU CENTRE Wellington Albert Slater Elgin Bank Somerset Bronson Preston Centre Récréatif PLANT Recreation Centre Scott Wellington Bayswater Parkdale Holland McRae WESTBORO Churchill CARLINGWOOD S.C/C.C. Ambleside McEwen Assaly LINCOLN FIELDS S.C/C.C. No early morning service and no Sunday service except midday / Aucun service tôt le matin et le dimanche sauf durant la mi-journée Woodroffe Croydon LINCOLN FIELDS Carling Carling Richmond BAYSHORE S.C/C.C. 417 Bayshore Woodri d ge BAYSHORE Holly Acres Legend Légende Transitway & Station Some trips / Quelques trajets Early morning service and some Sunday trips Service tôt le matin et quelques trajets le dimanche Timepoint / Heures de passage

4 Slater Albert Carling Route / Circuit 85 LAURIER U. OTTAWA CAMPUS LEES HURDMAN MACKENZIE KING Laurier E. Lees Elgin Metcalfe Bank Lyon Bronson LEBRETON Albert Bronson Preston CARLING Lac DOW'S Lake CIVIC Parkdale Holland R.O.H. WESTGATE s.c./c.c H H Fisher Maitland CARLINGWOOD Woodroffe LINCOLN FIELDS Carling Pinecrest 417 Bayshore Richmond Woo BAYSHORE s.c./c.c. d r idge BAYSHORE Transitway Station / Station du Transitway No service evenings or weekends / Aucun service en soirée et les fins de semaine Light Rail Connection/ Correspondance au train léger Timepoint / Heures de passage

5 APPENDIX B Traffic Count Information & Bronson Ave Detour Plan

7 Suite Michael Cowpland Drive Kanata ON, K2M 1P6 Weather: 3C, Overcast Serial Number: TDC Collected By: H.Donald, H.Lu Notes: Thursday File Name : Somerset&Breezehill Site Code : Start Date : 3/29/2012 Page No : 4 Breezehill Avenue N Northbound Somerset Street Westbound Somerset Street Eastbound Start Time Left Right App. Total Left Thru App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 to 09:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 08: : : : Total Volume % App. Total PHF Peak Hour Data Somerset Street Out In Total Thru 54 Right Peak Hour Begins at 08:00 Cars LGV HGV North Thru 141 Left 27 Out In Total Somerset Street Left 17 Right Out In Total Breezehill Avenue N

8 Suite Michael Cowpland Drive Kanata ON, K2M 1P6 Weather: 3C, Overcast Serial Number: TDC Collected By: H.Donald, H.Lu Notes: Thursday File Name : Somerset&Breezehill Site Code : Start Date : 3/29/2012 Page No : 5 Breezehill Avenue N Northbound Somerset Street Westbound Somerset Street Eastbound Start Time Left Right App. Total Left Thru App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 10:00 to 13:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 12: : : : Total Volume % App. Total PHF Peak Hour Data Somerset Street Out In Total Thru 20 Right Peak Hour Begins at 12:00 Cars LGV HGV North Thru 207 Left 21 Out In Total Somerset Street Left 18 Right Out In Total Breezehill Avenue N

Suite 200 240 Michael Cowpland Drive Kanata ON, K2M 1P6 Weather: 3C, Overcast Serial Number: TDC-12-1614 Collected By: H.Donald, H.

9 Suite Michael Cowpland Drive Kanata ON, K2M 1P6 Weather: 3C, Overcast Serial Number: TDC Collected By: H.Donald, H.Lu Notes: Thursday File Name : Somerset&Breezehill Site Code : Start Date : 3/29/2012 Page No : 6 Breezehill Avenue N Northbound Somerset Street Westbound Somerset Street Eastbound Start Time Left Right App. Total Left Thru App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 14:00 to 17:45 - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 16:30 16: : : : Total Volume % App. Total PHF Peak Hour Data Somerset Street Out In Total Thru 13 Right Peak Hour Begins at 16:30 Cars LGV HGV North Thru 347 Left 21 Out In Total Somerset Street Left 16 Right Out In Total Breezehill Avenue N

10 BICYCLE TURNING MOVEMENTS (15 Min. Volumes) Somerset Street & Breezehill Avenue Survey Date: Wednesday, May 30, 2012 Total Observed U-Turns Job No.: Westbound: 0 Southbound: 0 Weather: 20 degrees, Sun Eastbound: 0 Northbound: 0 Recorded: DS Somerset Street Breezehill Avenue WESTBOUND EASTBOUND NORTHBOUND SUB SUB STR SUB STR GRAND TOT TOT TOT TOT TOT TOTAL Time Period 7:30-7: :45-8: :00-8: :15-8: :30-8: :45-9: :00-3: :15-3: :30-3: :45-4: :00-4: :15-4: :30-4: :45-5: :00-5: :15-5:

11 PEDESTRIAN (ALL) TURNING MOVEMENTS (15 Min. Volumes) Somerset Street & Breezehill Avenue Survey Date: Wednesday, May 30, 2012 Total Observed U-Turns Job No.: Westbound: 0 Southbound: 0 Weather: 20 degrees, Sun Eastbound: 0 Northbound: 0 Recorded: DS Somerset Street Breezehill Avenue NORTH SOUTH NORTH-SOUTH CROSSING BREEZEHILL WEST SIDE SUB EAST SIDE SUB STR NORTHBOUND APPROACH SUB STR GRAND TOT TOT TOT TOT TOT TOTAL Time Period 7:30-7: :45-8: :00-8: :15-8: :30-8: :45-9: :00-3: :15-3: :30-3: :45-4: :00-4: :15-4: :30-4: :45-5: :00-5: :15-5:

12 PEDESTRIAN (CHILD) TURNING MOVEMENTS (15 Min. Volumes) Somerset Street & Breezehill Avenue Survey Date: Wednesday, May 30, 2012 Total Observed U-Turns Job No.: Westbound: 0 Southbound: 0 Weather: 20 degrees, Sun Eastbound: 0 Northbound: 0 Recorded: DS Somerset Street Breezehill Avenue NORTH SOUTH NORTH-SOUTH CROSSING BREEZEHILL WEST SIDE SUB EAST SIDE SUB STR NORTHBOUND APPROACH SUB STR GRAND TOT TOT TOT TOT TOT TOTAL Time Period 7:30-7: :45-8: :00-8: :15-8: :30-8: :45-9: :00-3: :15-3: :30-3: :45-4: :00-4: :15-4: :30-4: :45-5: :00-5: :15-5:

17 BICYCLE TURNING MOVEMENTS (15 Min. Volumes) Laurel Street & Breezehill Avenue Survey Date: Thursday, May 17, 2012 Total Observed U-Turns Job No.: Westbound: 0 Southbound: 0 Weather: 20 degrees, Sun Eastbound: 0 Northbound: 0 Recorded: Cameron Odam Laurel Street Breezehill Avenue WESTBOUND EASTBOUND NORTHBOUND SOUTHBOUND SUB SUB STR SUB SUB STR GRAND LT ST RT TOT LT ST RT TOT TOT LT ST RT TOT LT ST RT TOT TOT TOTAL Time Period 7:00-7: :15-7: :30-7: :45-8: :00-8: :15-8: :30-8: :45-9: :00-9: :15-9: :30-9: :45-10: :00-11: :15-11: :30-11: :45-12: :00-12: :15-12: :30-12: :45-1: :00-1: :15-1: :00-3: :15-3: :30-3: :45-4: :00-4: :15-4: :30-4: :45-5: :00-5: :15-5: :30-5: :45-6:

18 PEDESTRIAN (ALL) TURNING MOVEMENTS (15 Min. Volumes) Laurel Street & Breezehill Avenue Survey Date: Thursday, May 17, 2012 Total Observed U-Turns Job No.: Westbound: 0 Southbound: 0 Weather: 20 degrees, Sun Eastbound: 0 Northbound: 0 Recorded: Ryan Donnelly Laurel Street Breezehill Avenue CROSSING LAUREL CROSSING LAUREL CROSSING BREEZEHILL CROSSING BREEZEHILL EASTBOUND APPROACH SUB WESTBOUND APPROACH SUB STR NORTHBOUND APPROACH SUB SOUTHBOUND APPROACH SUB STR GRAND TOT TOT TOT TOT TOT TOT TOTAL Time Period 7:00-7: :15-7: :30-7: :45-8: :00-8: :15-8: :30-8: :45-9: :00-9: :15-9: :30-9: :45-10: :00-11: :15-11: :30-11: :45-12: :00-12: :15-12: :30-12: :45-1: :00-1: :15-1: :00-3: :15-3: :30-3: :45-4: :00-4: :15-4: :30-4: :45-5: :00-5: :15-5: :30-5: :45-6:

19 PEDESTRIAN (CHILD) TURNING MOVEMENTS (15 Min. Volumes) Laurel Street & Breezehill Avenue Survey Date: Thursday, May 17, 2012 Total Observed U-Turns Job No.: Westbound: 0 Southbound: 0 Weather: 20 degrees, Sun Eastbound: 0 Northbound: 0 Recorded: Ryan Donnelly Laurel Street Breezehill Avenue CROSSING LAUREL CROSSING LAUREL CROSSING BREEZEHILL CROSSING BREEZEHILL EASTBOUND APPROACH SUB WESTBOUND APPROACH SUB STR NORTHBOUND APPROACH SUB SOUTHBOUND APPROACH SUB STR GRAND TOT TOT TOT TOT TOT TOT TOTAL Time Period 7:00-7: :15-7: :30-7: :45-8: :00-8: :15-8: :30-8: :45-9: :00-9: :15-9: :30-9: :45-10: :00-11: :15-11: :30-11: :45-12: :00-12: :15-12: :30-12: :45-1: :00-1: :15-1: :00-3: :15-3: :30-3: :45-4: :00-4: :15-4: :30-4: :45-5: :00-5: :15-5: :30-5: :45-6:

20 Suite Michael Cowpland Drive Kanata ON, K2M 1P6 Weather: Clear Serial Number:T-1613 Collected By: Harry Hu Notes: File Name : Gladstone&Breezehill Site Code : Start Date : 19/12/2012 Page No : 1 Groups Printed- Cars - LGV - HGV Breezehill Northbound Breezehill Southbound Gladstone Westbound Gladstone Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total :00 AM :15 AM :30 AM :45 AM Total :30 AM :45 AM Total :00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM Total :00 PM :15 PM :30 PM :45 PM Total :00 PM :15 PM :30 PM :45 PM Total :00 PM

21 Suite Michael Cowpland Drive Kanata ON, K2M 1P6 Weather: Clear Serial Number:T-1613 Collected By: Harry Hu Notes: File Name : Gladstone&Breezehill Site Code : Start Date : 19/12/2012 Page No : 2 Groups Printed- Cars - LGV - HGV Breezehill Northbound Breezehill Southbound Gladstone Westbound Gladstone Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 05:15 PM :30 PM :45 PM Total Grand Total Apprch % Total % Cars % Cars LGV % LGV HGV % HGV

22 Suite Michael Cowpland Drive Kanata ON, K2M 1P6 Weather: Clear Serial Number:T-1613 Collected By: Harry Hu Notes: File Name : Gladstone&Breezehill Site Code : Start Date : 19/12/2012 Page No : 3 Breezehill Out In Total Right Thru Left Peds Gladstone Out In Total Left Thru Right Peds North 19/12/ :00 AM 19/12/ :45 PM Cars LGV HGV Right Thru Left Peds Out In Total Gladstone Left Thru Right Peds Out In Total Breezehill

23 Suite Michael Cowpland Drive Kanata ON, K2M 1P6 Weather: Clear Serial Number:T-1613 Collected By: Harry Hu Notes: File Name : Gladstone&Breezehill Site Code : Start Date : 19/12/2012 Page No : 4 Breezehill Northbound Breezehill Southbound Gladstone Westbound Gladstone Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM :00 AM :15 AM :30 AM Total Volume % App. Total PHF Breezehill Out In Total Right 0 Thru 28 Left 3 Peds Peak Hour Data Gladstone Out In Total Left 184 Thru 5 Right 32 Peds Peak Hour Begins at 07:45 AM Cars LGV HGV North Right Thru Left Peds Out In Total Gladstone Left 5 Thru 0 Right 5 Peds Out In Total Breezehill

24 Suite Michael Cowpland Drive Kanata ON, K2M 1P6 Weather: Clear Serial Number:T-1613 Collected By: Harry Hu Notes: File Name : Gladstone&Breezehill Site Code : Start Date : 19/12/2012 Page No : 5 Breezehill Northbound Breezehill Southbound Gladstone Westbound Gladstone Eastbound Start Time Rig Thr Ped Rig Thr Ped Thr Thr Left App. Total Left App. Total Right Left Peds App. Total Right ht u s ht u s u u Left Peds App. Total Int. Total Peak Hour Analysis From 12:45 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM :15 PM :30 PM :45 PM Total Volume % App. Total PHF Breezehill Out In Total Right 1 Thru 13 Left 2 Peds Peak Hour Data Gladstone Out In Total Left 208 Thru 6 Right 18 Peds Peak Hour Begins at 04:00 PM Cars LGV HGV North Right Thru Left Peds Out In Total Gladstone Left 1 Thru 1 Right 8 Peds Out In Total Breezehill

25 LYNWOOD SUMMERSHADE LETT! PERKINS! EMPRESS BAY AREA 3 - DAVID DAVIS LEBRETON BELL LYON KENT STOCKPORT RADSTOCK O'CONNOR BROADWAY SIDNEY COOK METCALFE BANK GEORGE WATTS MIDDLE TIMBERSLIDE MIDDLE BRONSON RECONSTRUCTION TURN LANE SPARKS ALBERT LAURIER ELGIN ELGIN SPARKS QUEEN LISGAR VIMY PLACE COMMISSIONER GLOUCESTER NEPEAN COOPER SLATER ALLENDALE MACLAREN FLEET OTTAWA RIVER BROAD BOOTH LLOYD WELLINGTON BRICKHILL WALSINGHAM BECKINGTON O'CONNOR TO/À 417 EAST/EST GILMOUR LEWIS WELLINGTON CAMBRIDGE NEPEAN ACADEMY WAVERLEY EMPRESS ALBERT LORNE PRIMROSE SOMERSET JAMES FLORENCE FRANK MCLEOD! KENT MACLAREN LYON UPPER LORNE SOMERSET GILMOUR ARGYLE WALNUT PRIMROSE SPRUCE PERCY JAMES ARLINGTON ELM BRONSON LYON CATHERINE CITY CENTRE ELM SPRUCE TUSCAN ECCLES ECCLES ECCLES LEBRETON RON KOLBUS BELL ARTHUR CHRISTIE CAMBRIDGE FLORENCE GLADSTONE MCLEOD PERCY TO/À 417 WEST/OUEST HIGHWAY 417 CHAMBERLAIN SOMERSET OAK ANDERSON POPLAR WILLOW CHARISMA GLADSTONE FLORA ARLINGTON CATHERINE ROSEBERY WILLOW BALSAM CHAMBERLAIN RENFREW POWELL LAUREL LORETTA PRESTON ROCHESTER BOOTH RAYMOND RAYMOND TO/À 417 WEST/OUEST BREEZEHILL GLADSTONE ARTHUR ARTHUR PERCY LYON CLEMOW FIRST GLEBE HIGHWAY 417 SECOND THIRD YOUNG BREEZEHILL NORMAN CARLING FERN BAYSWATER CHRYSLER FOURTH MORRIS OAKVALE KIPPEWA FIFTH FAIRMONT BEECH IRVING LAURENTIAN IRVING LARCHWOOD BOTANICA SHERWOOD CARLING LORETTA CHAMPAGNE CARLING AREA 3 - DAVID DAVIS BRONSON BRONSON BRONSON CAMBRIDGE ISABELLA BAY HWY417 IC120B RAMP36 HWY417 IC120A RAMP52 LAUREL LARCH LOUISA HWY417 IC121A RAMP61 GLENDALE RENFREW HWY417 IC121A RAMP16 HWY417 IC121A RAMP51 IMPERIAL LOUISA ST. ANTHONY HWY417 IC121B RAMP16 HWY417 IC121B RAMP51 ORANGEVILLE PLYMOUTH YOUNG DANIEL MCCANN HENRY CAMBRIDGE GEORGE ABERDEEN MACLEAN RAILWAY CAMBRIDGE NOLAN PAMILLA FREDERICK JACKSON PAMILLA ADELINE GWYNNE ALL CONNECTING ONE-WAY ROADWAYS WILL BE CONVERTED TO TWO-WAY TO INCREASE ACCESS DURING CONSTRUCTION / TOUTES LES VOIES À SENS UNIQUE SERONT TRANSFORMÉES EN VOIES À DOUBLE SENS POUR FACILITER L ACCÈS PENDANT LES TRAVAUX BAYSWATER MAPLE HICKORY APPLEGATE LINDENPARK BRONSON CONSTRUCTION DRAFT DETOUR PLAN CITY OF OTTAWA TRAFFIC MANAGEMENT SECTOR B.REDDICK SCALE = NTS NOT FOR CONSTRUCTION ADELINE SIDNEY NORFOLK PRESTON PRINCE OF WALES NAVY DOW'S LAKE CRESCENT LEGEND / LÉGENDE QUEEN ELIZABETH OLD SUNSET LAKESIDE MADAWASKA LAKEVIEW MURIEL GORDON NEWTON COLONEL BY ELLA HOLMWOOD TORRINGTON DRAFT PRIMARY NORTHBOUND DETOUR D-1 / PREMIÈRE DÉVIATION EN DIRECTION NORD D-1 SECONDARY NORTHBOUND DETOUR D-2 / DEUXIÈME DÉVIATION EN DIRECTION NORD D-2 ALTERNATIVE BYPASS ROUTE (NORTH & SOUTHBOUND) D-3 / AUTRE PARCOURS POSSIBLE (EN DIRECTION NORD ET SUD) D-3 CAPITAL FINDLAY CRAIG PRIMARY SOUTHBOUND DETOUR D-1 / PREMIÈRE DÉVIATION EN DIRECTION SUD D-1 SECONDARY SOUTHBOUND DETOUR D-2 / DEUXIÈME DÉVIATION EN DIRECTION SUD D-2 ROADWAY UNDER CONSTRUCTION / CHAUSSÉE EN CONSTRUCTION EXISTING BIKE ROUTES RECOMMENDED EAST/WEST CYCLING ALTERNATIVES

26 APPENDIX C1 Intersection Analysis Reports (Background Traffic)

27 3: Bayswater & Somerset 1040 Somerset Street Existing AM Peak 04/04/2013 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) Ideal Flow (vphpl) Storage Length (m) Storage Lanes Taper Length (m) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) 1% 4% 4% 2% 3% 1% 2% 2% 1% 1% 2% 0% Parking (#/hr) 0 0 Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) Yellow Time (s) All?Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead?Lag Optimize? Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A B A B B B Approach Delay Approach LOS B B B B Area Type: Cycle Length: 70 Other Page 1

28 3: Bayswater & Somerset 1040 Somerset Street Existing AM Peak 04/04/2013 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.41 Intersection Signal Delay: 13.5 Intersection Capacity Utilization 72.7% Intersection LOS: B ICU Level of Service C Splits and Phases: 3: Bayswater & Somerset Page 2

29 13: Preston & Somerset 1040 Somerset Street Existing AM Peak 04/04/2013 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) Ideal Flow (vphpl) Storage Length (m) Storage Lanes Taper Length (m) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Heavy Vehicles (%) 5% 5% 3% 6% 7% 3% 4% 6% 3% 3% 7% 5% Parking (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 41.7% 41.7% 41.7% 41.7% 58.3% 58.3% 58.3% 58.3% Maximum Green (s) Yellow Time (s) All?Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead?Lag Optimize? Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B C B B B C B C Approach Delay Approach LOS C B C C Area Type: Other Page 3

30 13: Preston & Somerset 1040 Somerset Street Existing AM Peak 04/04/2013 Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 60 Control Type: Pretimed Maximum v/c Ratio: 0.88 Intersection Signal Delay: 22.9 Intersection Capacity Utilization 78.5% Intersection LOS: C ICU Level of Service D Splits and Phases: 13: Preston & Somerset Page 4

31 1: Breezehill & Somerset 1040 Somerset Street Existing AM Peak 04/04/2013 Movement EBT EBR WBL WBT NBL NBR Volume (veh/h) Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 74 Lane Width (m) 3.7 Walking Speed (m/s) 1.2 Percent Blockage 6 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 109 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A B Approach Delay (s) Approach LOS B Average Delay 1.7 Intersection Capacity Utilization 40.5% ICU Level of Service A Page 5

32 2: Breezehill & Laurel 1040 Somerset Street Existing AM Peak 04/04/2013 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Peak Hour Factor Hourly flow rate (vph) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A A Delay 7.4 Level of Service A Intersection Capacity Utilization 29.3% ICU Level of Service A Page 6

33 9: Breezehill & Gladstone 1040 Somerset Street Existing AM Peak 04/04/2013 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B B Approach Delay (s) Approach LOS B B Average Delay 3.0 Intersection Capacity Utilization 31.4% ICU Level of Service A Page 7

34 3: Bayswater & Somerset 1040 Somerset Street Existing PM Peak 04/04/2013 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) Ideal Flow (vphpl) Storage Length (m) Storage Lanes Taper Length (m) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) 1% 4% 4% 2% 3% 1% 1% 2% 2% 1% 2% 0% Parking (#/hr) 0 0 Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 53.3% 53.3% 53.3% 53.3% 53.3% 53.3% 46.7% 46.7% 46.7% 46.7% Maximum Green (s) Yellow Time (s) All?Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead?Lag Optimize? Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A B A B B B Approach Delay Approach LOS B B B B Area Type: Cycle Length: 75 Other Page 8

35 3: Bayswater & Somerset 1040 Somerset Street Existing PM Peak 04/04/2013 Actuated Cycle Length: 75 Offset: 0 (0%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 75 Control Type: Pretimed Maximum v/c Ratio: 0.48 Intersection Signal Delay: 15.2 Intersection Capacity Utilization 93.5% Intersection LOS: B ICU Level of Service F Splits and Phases: 3: Bayswater & Somerset Page 9

36 13: Preston & Somerset 1040 Somerset Street Existing PM Peak 04/04/2013 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) Ideal Flow (vphpl) Storage Length (m) Storage Lanes Taper Length (m) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Heavy Vehicles (%) 5% 5% 3% 6% 7% 3% 4% 6% 3% 3% 7% 5% Parking (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 42.9% 42.9% 42.9% 42.9% 57.1% 57.1% 57.1% 57.1% Maximum Green (s) Yellow Time (s) All?Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead?Lag Optimize? Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B C C C B C B B Approach Delay Approach LOS C C C B Area Type: Other Page 10

37 13: Preston & Somerset 1040 Somerset Street Existing PM Peak 04/04/2013 Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.78 Intersection Signal Delay: 22.6 Intersection Capacity Utilization 78.9% Intersection LOS: C ICU Level of Service D Splits and Phases: 13: Preston & Somerset Page 11

38 1: Breezehill & Somerset 1040 Somerset Street Existing PM Peak 04/04/2013 Movement EBT EBR WBL WBT NBL NBR Volume (veh/h) Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians 74 Lane Width (m) 3.7 Walking Speed (m/s) 1.2 Percent Blockage 6 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) 109 px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A B Approach Delay (s) Approach LOS B Average Delay 1.2 Intersection Capacity Utilization 46.3% ICU Level of Service A Page 12

39 2: Breezehill & Laurel 1040 Somerset Street Existing PM Peak 04/04/2013 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Sign Control Stop Stop Stop Stop Volume (vph) Peak Hour Factor Hourly flow rate (vph) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) Volume Left (vph) Volume Right (vph) Hadj (s) Departure Headway (s) Degree Utilization, x Capacity (veh/h) Control Delay (s) Approach Delay (s) Approach LOS A A A A Delay 7.2 Level of Service A Intersection Capacity Utilization 18.4% ICU Level of Service A Page 13

40 9: Breezehill & Gladstone 1040 Somerset Street Existing PM Peak 04/04/2013 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (veh/h) Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor Hourly flow rate (vph) Pedestrians Lane Width (m) Walking Speed (m/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (m) px, platoon unblocked vc, conflicting volume vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol tc, single (s) tc, 2 stage (s) tf (s) p0 queue free % cm capacity (veh/h) Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total Volume Left Volume Right csh Volume to Capacity Queue Length 95th (m) Control Delay (s) Lane LOS A A B C Approach Delay (s) Approach LOS B C Average Delay 1.0 Intersection Capacity Utilization 38.8% ICU Level of Service A Page 14

41 3: Bayswater & Somerset 1040 Somerset Street 2016 AM Background 09/04/2013 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) Ideal Flow (vphpl) Storage Length (m) Storage Lanes Taper Length (m) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Heavy Vehicles (%) 1% 4% 4% 2% 3% 1% 2% 2% 1% 1% 2% 0% Parking (#/hr) 0 0 Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Maximum Green (s) Yellow Time (s) All?Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead?Lag Optimize? Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B A B A B B B Approach Delay Approach LOS B B B B Area Type: Cycle Length: 70 Other Page 15

42 3: Bayswater & Somerset 1040 Somerset Street 2016 AM Background 09/04/2013 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 70 Control Type: Pretimed Maximum v/c Ratio: 0.45 Intersection Signal Delay: 13.8 Intersection Capacity Utilization 83.7% Intersection LOS: B ICU Level of Service E Splits and Phases: 3: Bayswater & Somerset Page 16

43 13: Preston & Somerset 1040 Somerset Street 2016 AM Background 09/04/2013 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) Ideal Flow (vphpl) Storage Length (m) Storage Lanes Taper Length (m) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Heavy Vehicles (%) 5% 5% 3% 6% 7% 3% 4% 6% 3% 3% 7% 5% Parking (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases Permitted Phases Minimum Split (s) Total Split (s) Total Split (%) 41.7% 41.7% 41.7% 41.7% 58.3% 58.3% 58.3% 58.3% Maximum Green (s) Yellow Time (s) All?Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead?Lag Optimize? Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/c Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS B C B B C C B C Approach Delay Approach LOS C B C C Area Type: Other Page 17

44 13: Preston & Somerset 1040 Somerset Street 2016 AM Background 09/04/2013 Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBTL, Start of Green Natural Cycle: 65 Control Type: Pretimed Maximum v/c Ratio: 0.92 Intersection Signal Delay: 26.4 Intersection Capacity Utilization 82.8% Intersection LOS: C ICU Level of Service E Splits and Phases: 13: Preston & Somerset Page 18

45 1: Breezehill & Somerset 1040 Somerset Street 2016 AM Background 09/04/2013 Lane Group EBT EBR WBL WBT NBL NBR Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Heavy Vehicles (%) 0% 0% 2% 2% 0% 2% Parking (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control Free Free Stop Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 43.1% ICU Level of Service A Page 19

46 2: Breezehill & Laurel 1040 Somerset Street 2016 AM Background 09/04/2013 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (k/h) Link Distance (m) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Heavy Vehicles (%) 1% 1% 0% 0% 1% 3% 0% 1% 0% 1% 1% 1% Parking (#/hr) 0 0 Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(m) Link Offset(m) Crosswalk Width(m) Two way Left Turn Lane Headway Factor Turning Speed (k/h) Sign Control Stop Stop Stop Stop Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 29.5% ICU Level of Service A Page 20

HCM Unsignalized Intersection Capacity Analysis 6: Brian Street & LC 111 5/26/2009

HCM Unsignalized Intersection Capacity Analysis 6: Brian Street & LC 111 5/26/2009 6: Brian Street & LC 111 5/26/2009 Movement EBL EBR NBL NBT SBT SBR Volume (veh/h) 116 20 8 405 137 56 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.81 0.81 0.67 0.67 0.89 0.89 Hourly flow