APPENDIX C Additional Traffic Data
|
|
- Hortense Gallagher
- 5 years ago
- Views:
Transcription
1 APPENDIX C Additional Traffic Data Raleigh and Heiden Properties FEIS F-
2 ATTACHMENT Response.8- Traffic Count
3 WEEKENDPEAK5MINUTECOUNTSPROJECTRaleighandHeidenPropertiesLOCATIONCR6,andCR9DATEFridayAugust6,TIME:PMto6:PM5MinuteTraficCR6SBCR9EBCR6NBSTARTENDleftthrurightTotalleftthrurightTotalleftthrurightTotalleftthrurightTotalGRANDTIMETIME56TAL :PM:5PM56:5PM:PM666566:PM:5PM685886:5PM:PM555585:PM:5PM :5PM:PM8656:PM:5PM :5PM:PM :PM:5PM66855:5PM:PM69898:PM:5PM :5PM:PM8589:PM:5PM85569:5PM:PM586985:PM:5PM :5PM5:PM :PM5:5PM :5PM5:PM668955:PM5:5PM :5PM6:PM TAL
4 WEEKENDPEAKHOURLYAPPROACHVOLUMESPROJECTRaleighandHeidenPropertiesTIMMILLERASSOCIATES,INC.LOCATIONCR6,andCR9DATEFridayAugust6,TIME:PMto6:PMHOURLYSUMMARYCR6SBCR9EBCR6NBSTARTENDleftthrurightTotalleftthrurightTotalleftthrurightTotalleftthrurightTotalGRANDTIMETIME56TAL :PM:PM :5PM:5PM :PM:PM :5PM:5PM :PM:PM :5PM:5PM :PM:PM :5PM:5PM :PM:PM :5PM:5PM :PM:PM :5PM:5PM :PM5:PM989966:5PM5:5PM :PM5:PM :5PM5:5PM :PM6:PM :PM:PM Peak5Minutes9PeakHourFactor
5 ATTACHMENT Response.8-6 Figure.8-
6 NYS Route 55 Town of Neversink NYS Route NYS Route Neversink River CR 5 Hasbrouck NYS Route 5 Town of Liberty CR 5 NYS Route 5 Woodbourne NYS Route 5 NYS Route Town of Wawarsing Westbourne CR 5 CR Willow Woods New Pines Point O Woods Old Falls Estates CR 5 NYS Route South Fallsburg CR 58 Village of Woodridge Olympic site CR 5 CR Miron Hills CR 6 NYS Route Site CR 55 CR 9 Gemstar CR 8 CR 56 Town of Thompson CR 58 Glen Wild Road NYS Route Town of Mamakating Village of Monticello KEY SCALE IN MILES Lake or Reservoir State Routes County Roads Old Rail or Road Grade File 98 5/5/ JS/98 Figure.8-: Regional Context Raleigh and Heiden Properties Town of Fallsburg Sullivan County, New York Base Map: NYS DOT Planimetric Map Scale: As shown
7 ATTACHMENT Response.8- Figures.8-a and.8-b
8 Heiden Rd. La Vista Future Site Access NYS Route Fraser Rd. NYS Route Kiamesha Lake Rd. (CR 9) Heiden Rd. (CR 6) Heiden Rd. (CR 6) Kiamesha Lake Rd. CR 9 8 Site Heiden Rd. (CR 6) Hotel Access Thompson Rd. Heiden Rd. (CR 6) River Rd. Figure:.8-a: No Build Projects Generated Friday Peak Hour Traffic Raleigh and Heiden Properties Town of Fallsburg, Sulivan County, New York Base Map: US DOT.5-minute Planimetric Map, Monticello Quad Scale: =, File 98 // JS:\98 Tim Miller Associates, Inc., North Street, Cold Spring, New York 56 (85) 65- Fax (85) 65-8
9 Heiden Rd. La Vista Future Site Access NYS Route Fraser Rd. 5 NYS Route Kiamesha Lake Rd. (CR 9) Heiden Rd. (CR 6) Heiden Rd. (CR 6) Kiamesha Lake Rd. CR 9 8 Site Heiden Rd. (CR 6) Hotel Access Thompson Rd. Heiden Rd. (CR 6) River Rd. Figure:.8-b: No Build Projects Generated Sunday Peak Hour Traffic Raleigh and Heiden Properties Town of Fallsburg, Sulivan County, New York Base Map: US DOT.5-minute Planimetric Map, Monticello Quad Scale: =, File 98 // wp\98 Tim Miller Associates, Inc., North Street, Cold Spring, New York 56 (85) 65- Fax (85) 65-8
10 ATTACHMENT APPENDIX A Response.8-9 SEQRA Documentation Distribution Sensitivity
11 Table.8-9 shows the relative volume changes indicated by # based on the Friday site traffic departure pattern shifting from percent to percent for southbound Heiden Road (CR 6) at Thompson Road and Sunday site traffic arrival pattern shifting from percent to percent for northbound Heiden Road (CR 6) at Thompson Road. These delays can be compared to delay increases for volume increases in the No Build and Build Conditions at the same intersections. Approaches impacted have existing levels of service A or B. The relative volume changes are small compared to volume changes anticipated on these approaches. See also Response.8- and.8-. Intersection Road FEIS Comment Table.8-9 Relative Sensitivity of Percent Volume Shifts in Off-peak Direction of Site Traffic on Heiden Road Summer Friday P.M. Peak Hour Summer Sunday PM Peak Hour Lane Group Approach Direction - Movement Existing Level of Service, (Delay), and Volume No Build Volume and [Delay] Changes from Existing Build Volume and [Delay] Changes from No Build Existing Level of Service, (Delay), and Volume No Build Volume and [Delay] Changes from Existing Build Volume and [Delay] Changes from No Build Heiden Road ( CR 6), River Road, and Thompsonville Road (unsignalized) Heiden Rd. CR 6 NB - L, T, R A (.6) 5 (.) (.) A (.9) (.) 5 (.) SB - L, T, R A (8.) 8 (.) 9 (.) -9# A (.6) 9 59 (.) 6 (.) -# River Road WB - L, T, R B (.5) (.) (.) A (9.) (.5) (.) Thompsonville Rd EB - L, T, R C (5.) 6 (.8) (.) B (.) 5 (.5) (.5) Heiden Road (CR 6) and Kiamesha Lake Road (CR 9) (unsignalized) Heiden Rd. CR 6 NB - L, T A (.) 9 9 (.) 5 (.) +# A (8.) (.) 56 (.) Kiamesha Lake Rd EB - L, R B (.5) 6 (.) (.6) B (.) 85 (.8) 6 (9.) +8# Heiden Rd. CR 6 SB T, R 9 ** 5 ** ** +#*** ** ** ** NYS Route, Fraser Road and Kiamesha Lake Road (CR 9) (signalized) NYS Route EB - L, T, R A (.9) 5 8 (.6) 5 (.9) B (.9) 688 (6.) 8 (.5) +# WB - L, T, R A (8.) 5 8(.5) (.) A (9.) 6 (.9) (.) Kiamesha Lake Rd NB - L, T, R B (9.8) (.6) (.) +# B (8.) 6 (.) (.) Fraser Road SB - L, T, R C (.5) (.) (.) C (.) 5 (.) (-.) NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound. L = left, R= right, T = through, (e.g. WB-L = Westbound left). * Where theoretical delays exceed seconds per vehicles delays are not anticipated as shown rather other compensating changes would be expected from drivers to reduce delays. The theoretical delays would therefore not likely occur but would manifest in other mostly negative operational changes. ** Priority movements no delay and level of service A. *** Traffic shifts from through to right turns on this approach which would reduce delays on other approaches. # Volume changes based from the Build Condition based on shifting ten percent of the departing Friday site traffic away from southbound Heiden Road (CR 6) toward the Thompson Road intersection and ten percent of the arriving Sunday traffic away from northbound Heiden Road at the Thompson Road intersection.
12 ATTACHMENT Response.8- Table.8-6 Computation Sheets and 5
13 The computation sheet for the Existing Condition of the intersection of Heiden Road (CR 6) and Kiamesha Lake Road (CR 9) for the Friday peak hour (DEIS Appendix F Attachment Page ) has been corrected. Levels of service and volume to capacity ratios have remained unchanged. The eastbound approach (Kiamesha Lake Road) delay changes to.5 seconds, still a level of service B. The change in delay does not alter the acceptable results. The computation sheet for the intersection of NYS Route and La Vista Drive, Build Condition, Friday peak hour (DEIS Appendix F Attachment page 5), has been corrected and added to this FEIS Appendix C attachment. DEIS Table.8-6 has been revised below as FEIS Table.8-6. FEIS Table.8-6 Level of Service Summary All Conditions Lane Levels of Service, (Delay in seconds per vehicle), and Group Volume to Capacity Ratio Approach Summer Friday P.M. Peak Hour Summer Sunday PM Peak Hour Intersection Direction - Existing No Build Build Existing No Build Build Movement Road Heiden Road ( CR 6), River Road, and Thompsonville Road (unsignalized) Heiden Rd. CR 6 NB - L, T, R A (.6). A (.8). A (.8). A (.9). A (8.). A (8.). SB - L, T, R A (8.). A (8.5). A (8.). A (.6). A (.9). A (8.). River Road WB - L, T, R B (.5). C (.). C (9.). A (9.). A (9.9). B (.). Thompsonville Rd EB - L, T, R C (5.). C (.). C (.). B (.).8 C (.). C (9.). Heiden Road (CR 6) and Kiamesha Lake Road (CR 9) (unsignalized) Heiden Rd. CR 6 NB - L, T A (.). A (.9). A (8.). A (8.). A (8.).9 A (8.).9 Kiamesha Lake Rd EB - L, R B (.5). B (.). C (.8).9 B (.).6 C (5.).5 C (.5).5 NYS Route, Fraser Road, and Kiamesha Lake Road (CR 9) (signalized) NYS Route EB - L, T, R A (.9).56 A (9.5).66 B (.). B (.9).6 B (8.).8 C (.5).9 WB - L, T, R A (8.).56 A (9.5).66 A (9.5).66 A (9.).65 B (.). B (.). Kiamesha Lake Rd NB - L, T, R B (9.8).5 C (.). C (.6).5 B (8.).9 B (9.). C (.). Fraser Road SB - L, T, R C (.5). C (.9).8 C (.).5 C (.).6 C (6.6).68 C (6.).68 Overall B (.).5 B (.5).6 B (.).6 B (.6). B (6.).8 B (8.).8 Heiden Road (CR 6) and NYS Route (unsignalized) NYS Route WB - L A (9.6). B (.).9 B (.5). A (9.5).6 B (.). B (.5).5 Heiden Rd. CR 6 NB - L, R F (6.8*).* F (8.*).* F (89.*).85* F (5.).85 F (5.8*).* F (5.5*).8* NYS Route and La Vista Drive (unsignalized) NYS Route EB - L, T B (.). B (.). B (.). A (9.). B (.).5 B (.).5 La Vista Drive SB - L, R C (.). E (9.).59 E (.5).6 C (.5). C (.9). C (.). NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound. L = left, R= right, T = through, (e.g. WB-L = Westbound left). See Appendix F for level of service calculations. * Where theoretical delays exceed seconds per vehicles, or volume to capacity ratios exceed., delays are not anticipated as shown rather other compensating changes would be expected from drivers to reduce delays. The theoretical delays would therefore not likely occur but would manifest in other mostly negative operational changes.
14 General Information Analyst JAG Agency/Co. TMA Date Performed // Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection CR 9 and CR 6 Jurisdiction Town of Fallsburg Analysis Year Existing Condition Project Description East/West Street: CR 9 Kiamesha Lake Road North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 6 6 Peak-Hour Factor, PHF Percent Heavy Vehicles Median Type Undivided RT Channelized Lanes Configuration LT TR Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 9 8 Peak-Hour Factor, PHF Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 9 C (m) 6 6 v/c.. 95% queue length.8. Control Delay (s/veh)..5 LOS A B Approach Delay (s/veh) Approach LOS B Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 DEIS Rev Page
15 General Information Analyst JAG Agency/Co. TMA Date Performed // Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection Jurisdiction Analysis Year Project Description East/West Street: NYS Route North/South Street: La Vista Drive Intersection Orientation: East-West Study Period (hrs):.5 Route and La Vista Town of Fallsburg Build Condition Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 5 6 Volume Peak-Hour Factor, PHF Percent Heavy Vehicles Median Type Undivided RT Channelized Lanes Configuration LT TR Upstream Signal Minor Street Northbound Southbound Movement 8 9 Volume 8 8 Peak-Hour Factor, PHF Percent Heavy Vehicles Percent Grade (%) -6 Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 8 9 Lane Configuration LT LR v 5 5 C (m) 8 v/c..6 95% queue length..5 Control Delay (s/veh)..5 LOS B E Approach Delay (s/veh) Approach LOS E Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 DEIS Rev Page 5
16 ATTACHMENT Response.8- Figures.8- and.8- revised Tables.8-a and.8-b Computation Sheets to 6
17 Hotel rooms {} Table.8-a Raleigh Hotel Trip Rate Summary Land Uses {ITE Code} IN (Trips/ Room).5 Peak Hour Trip Rates Weekday P.M. OUT (Trips/ Room).56 Saturday IN (Trips/ Room).9 OUT (Trips/ Room).9 Trip Generation, Institute of Transportation Engineers, 8th edition, Washington, DC, 8. Hotel rooms {} Land Uses Table.8-b Raleigh Hotel Trip Generation Weekday P.M. IN (Trips) Trip Generation, Institute of Transportation Engineers, 8th edition, Washington, DC, 8. Peak Hour Trip OUT (Trips) 8 IN (Trips) 99 Saturday OUT (Trips) 6
18 Heiden Rd. 8 Site Access 56 6 La Vista NYS Route Fraser Rd NYS Route Kiamesha Lake Rd. (CR 9) Heiden Rd. (CR 6) Heiden Rd. (CR 6) Kiamesha Lake Rd. CR Site 8 9 Heiden Rd. 8 Site Access Thompson Rd. Heiden Rd. (CR 6) 9 River Rd. Figure.8- Revised: Build Summer Friday Peak Hour Traffic Raleigh and Heiden Properties Town of Fallsburg, Sulivan County, New York Base Map: US DOT.5-minute Planimetric Map, Monticello Quad Scale: =, File 98 // WP:\98 Tim Miller Associates, Inc., North Street, Cold Spring, New York 56 (85) 65- Fax (85) 65-8
19 Heiden Rd. Site Access 58 5 La Vista NYS Route 9 5 Fraser Rd NYS Route Kiamesha Lake Rd. (CR 9) Heiden Rd. (CR 6) Heiden Rd. (CR 6) Kiamesha Lake Rd. CR Site 9 Heiden Rd Site Access Thompson Rd. Heiden Rd. (CR 6) River Rd. Figure.8- revised: Build Summer Sunday Peak Hour Traffic Raleigh and Heiden Properties Town of Fallsburg, Sulivan County, New York Base Map: US DOT.5-minute Planimetric Map, Monticello Quad Scale: =, File 98 // WP:\98 Tim Miller Associates, Inc., North Street, Cold Spring, New York 56 (85) 65- Fax (85) 65-8
20 Table.8-c Accesses to Heiden Road Level of Service Summary Build Condition Levels of Service, Lane (Delay in seconds per vehicle), and Group Volume to Capacity Ratio Approach Build Condition Intersection Road Direction - Movement Summer Friday P.M. Peak Hour Heiden Road (CR 6) and South Access (unsignalized) Summer Sunday PM Peak Hour Heiden Rd. CR 6 SB - L, T A (9.).5 A (8.6). South access* WB - L, R C (.5).8 C (.).8 Heiden Road (CR 6) and Center Access (unsignalized) Heiden Rd. CR 6 SB - L, T Center access WB - L, R B (.). B (.8). Heiden Road (CR 6) and North Access (unsignalized) Heiden Rd. CR 6 SB - L, T A (8.). A (8.). North access WB - L, R C (.). C (5.).8 NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound. L = left, R= right, T = through, (e.g. WB-L = Westbound left). See following pages for level of service calculations. *Includes hotel traffic.
21 General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection South access and CR 6 Jurisdiction Town of Thompson Analysis Year Build Codition Project Description East/West Street: south site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume Peak-Hour Factor, PHF Percent Heavy Vehicles Median Type Undivided RT Channelized Lanes Configuration TR LT Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 8 Peak-Hour Factor, PHF Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 8 C (m) v/c % queue length.5. Control Delay (s/veh) 9..5 LOS A C Approach Delay (s/veh) Approach LOS C Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page
22 General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection Center access and CR 6 Jurisdiction Town of Fallsburg Analysis Year Build Codition Project Description East/West Street: Center site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume Peak-Hour Factor, PHF Percent Heavy Vehicles Median Type Undivided RT Channelized Lanes Configuration TR T Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 5 Peak-Hour Factor, PHF Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration R Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration R v 5 C (m) 9 v/c. 95% queue length. Control Delay (s/veh). LOS B Approach Delay (s/veh) Approach LOS B Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page
23 General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection North access and CR 6 Jurisdiction Town of Fallsburg Analysis Year Build Codition Project Description East/West Street: North site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume Peak-Hour Factor, PHF Percent Heavy Vehicles Median Type Undivided RT Channelized Lanes Configuration TR LT Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 8 Peak-Hour Factor, PHF Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 8 C (m) 98 v/c.. 95% queue length.. Control Delay (s/veh) 8.. LOS A C Approach Delay (s/veh) Approach LOS C Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page
24 General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Sunday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection South access and CR 6 Jurisdiction Town of Thompson Analysis Year Build Codition Project Description East/West Street: south site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume Peak-Hour Factor, PHF Percent Heavy Vehicles Median Type Undivided RT Channelized Lanes Configuration TR LT Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 58 6 Peak-Hour Factor, PHF Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 9 C (m) v/c..8 95% queue length..5 Control Delay (s/veh) 8.6. LOS A C Approach Delay (s/veh) Approach LOS C Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page
25 General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Sunday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection Center access and CR 6 Jurisdiction Town of Fallsburg Analysis Year Build Codition Project Description East/West Street: Center site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume Peak-Hour Factor, PHF Percent Heavy Vehicles Median Type Undivided RT Channelized Lanes Configuration TR T Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 5 Peak-Hour Factor, PHF Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration R Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration R v 5 C (m) 6 v/c. 95% queue length. Control Delay (s/veh).8 LOS B Approach Delay (s/veh) Approach LOS B Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page 5
26 General Information Analyst JAG Agency/Co. TMA Date Performed /9/ Analysis Time Period Sunday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection North access and CR 6 Jurisdiction Town of Fallsburg Analysis Year Build Codition Project Description East/West Street: North site access North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 5 5 Peak-Hour Factor, PHF Percent Heavy Vehicles Median Type Undivided RT Channelized Lanes Configuration TR LT Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume Peak-Hour Factor, PHF Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 6 9 C (m) 55 6 v/c..8 95% queue length..6 Control Delay (s/veh) LOS A C Approach Delay (s/veh) Approach LOS C Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page 6
27 ATTACHMENT Response.8- Tables.8-a and.8-b Computation Sheets of to of
28 Table.8-a Volume Comparison All Conditions Lane Group Summer Friday P.M. Peak Hour Approach DEIS FEIS Intersection Direction - Road Movement Existing No Build Build Existing No Build Build Heiden Road (CR 6) and Kiamesha Lake Road (CR 9) (unsignalized) Kiamesha Lake Rd EB L 9 9 EB - R Heiden Rd. CR 6 NB L NB - T Heiden Rd. CR 6 SB T SB - R NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound. L = left, R= right, T = through, (e.g. WB-L = Westbound left). See Appendix F for level of service calculations. Table.8-b Level of Service Summary All Conditions Summer Friday P.M. Peak Hour Lane Levels of Service, (Delay in seconds per vehicle), and Group Volume to Capacity Ratio Approach DEIS FEIS Intersection Direction - Road Movement Existing No Build Build Existing No Build Build Heiden Road (CR 6) and Kiamesha Lake Road (CR 9) (unsignalized) Heiden Rd. CR 6 NB - L, T A (.). A (.9). A (8.). Kiamesha Lake Rd EB - L, R B (.6). B (.). C (.8).9 A (.8).5 A (8.).6 B (.).8 B (.). A (8.).9 C (.).5 NB = Northbound, SB = Southbound, EB = Eastbound, WB = Westbound. L = left, R= right, T = through, (e.g. WB-L = Westbound left). Level of service calculations are on following pages.
29 General Information Analyst JAG Agency/Co. TMA Date Performed /5/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection CR 9 and CR 6 Jurisdiction Town of Fallsburg Analysis Year Existing Condition Project Description base traffic East/West Street: CR 9 Kiamesha Lake Road North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume Peak-Hour Factor, PHF Percent Heavy Vehicles Median Type Undivided RT Channelized Lanes Configuration LT TR Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume Peak-Hour Factor, PHF Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v C (m) 69 v/c % queue length..6 Control Delay (s/veh).8. LOS A B Approach Delay (s/veh) Approach LOS B Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page of
30 General Information Analyst JAG Agency/Co. TMA Date Performed /5/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection CR 9 and CR 6 Jurisdiction Town of Fallsburg Analysis Year No Build Condition Project Description base traffic East/West Street: CR 9 Kiamesha Lake Road North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume 5 9 Peak-Hour Factor, PHF Percent Heavy Vehicles Median Type Undivided RT Channelized Lanes Configuration LT TR Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 8 Peak-Hour Factor, PHF Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 8 C (m) 9 55 v/c.6. 95% queue length..6 Control Delay (s/veh) 8.. LOS A B Approach Delay (s/veh) Approach LOS B Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page of
31 General Information Analyst JAG Agency/Co. TMA Date Performed /5/ Analysis Time Period Friday Peak Hour TWO-WAY SP CONTROL SUMMARY Site Information Intersection CR 9 and CR 6 Jurisdiction Town of Fallsburg Analysis Year Build Condition Project Description East/West Street: CR 9 Kiamesha Lake Road North/South Street: Heiden Road CR 6 Intersection Orientation: North-South Study Period (hrs):.5 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 5 6 Volume Peak-Hour Factor, PHF Percent Heavy Vehicles Median Type Undivided RT Channelized Lanes Configuration LT TR Upstream Signal Minor Street Eastbound Westbound Movement 8 9 Volume 9 Peak-Hour Factor, PHF Percent Heavy Vehicles Percent Grade (%) Flared Approach N N Storage RT Channelized Lanes Configuration LR Delay, Queue Length, and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 8 9 Lane Configuration LT LR v 5 C (m) 6 v/c % queue length..9 Control Delay (s/veh) 8.. LOS A C Approach Delay (s/veh) Approach LOS C Copyright University of Florida, All Rights Reserved HCS+ TM Version 5.6 Page of
32 ATTACHMENT Response.8-8 Photo.8-8
33 File 98 /5/ JS/98 Tim Miller Associates, Inc., North Street, Cold Spring, New York 56 (85) 65- Fax (85) 65-8 FEIS Photo.8-8: Raleigh Hotel Gatehouse Raleigh and Heiden Properties Town of Fallsburg Sullivan County, New York Source: TMA, /6/
34 ATTACHMENT Response.8-9 DEIS Page.8- revised
35 Transportation October, The Town of Fallsburg has a significant seasonal population. The Friday and Sunday peak hour counts were specifically taken to represent a maximum impact scenario of traffic during the Friday p.m. and Sunday afternoon peak hour traffic during the busiest summer months. Thus the level of service represents peak summer traffic. As seen in Table.8-6, all of the studied lane groups operate with additional available capacity and operate at efficient levels of service A to C during the seasonal peak hour periods with one exception. The intersection of NYS Route with Heiden Road is projected at level of service F with delays during the Friday and Sunday seasonal peak hour periods. Drivers can alter their decision according to conditions faced. Where modeling projects high delays (over seconds) and high (.) volume to capacity ratios, the theoretical values may never be attained. Reductions in actual delays may be altered by acceptance of smaller gaps, smaller headways, and lane encroachment. In this case the gaps of the CR 9 signal at NYS Route and the striped median use by left turning traffic from Heiden Road (CR 6) may also be reducing actual delays. No Build Level of Service As seen in Table.8-6, all of the studied lane groups operate with additional available capacity and operate at efficient levels of service A to C during the seasonal peak hour periods with two exceptions. The Friday peak hour of La Vista Drive drops to level of service E. The intersection of NYS Route with Heiden Road continues at level of service F with delays doubling during the Friday and Sunday seasonal peak hour periods. The delays shown are theoretical delays and in this case are unlikely to be seen. What is more likely to occur is the peak traffic will spread out rather than remain constant as typically presumed. In addition to smoothing out the peak traffic, shifting trip time outside the peak hour, and routing changes may occur. Specifically drivers would choose not to travel on the problem approach at that time choosing to arrive earlier or later. Others not being able to shift time would shift to alternative routes as CR, CR 58, or Park House Road (Wildwood Drive). Drivers would continue activities to reduce delays on the approach as discussed in the Existing Condition such as acceptance of smaller gaps. Build Condition Level of Service Table.8-6 summarizes the No Build and Build Condition levels of service, a comparison of which would indicate the impact of the project. Since individuals may define impacts differently, this industry accepted practice for comparing the before and after levels of service serves as a consistent scale upon which to review projects. The traffic capacity impacts are defined as the difference between future traffic conditions before and after the project (No Build and Build Conditions) based on criteria established in the Highway Capacity Manual. Table.8-6 presents levels of service for the Build Condition for the studied intersections. Level of service at all intersection and times would remain C or better except locations noted in the No Build Condition. The La Vista approach delay in the Friday p.m. peak hour would increase less than two seconds per vehicle. The Heiden Road (CR 6) approach to NYS Route delays increase however the analysis becomes hypersensitive to even small (less than ten vehicles) Transportation Research Board, National Research Council, Highway Capacity Manual, Washington, D.C.. Raleigh and Heiden Properties DEIS.8- Revised for FEIS
36 ATTACHMENT APPENDIX A Response.8-6 SEQRA Documentation NYS DOT Counts
37 STATION: 966 New York State Department of Transportation Traffic Count Hourly Report Page of ROAD #: CR 6 ROAD NAME: HEIDEN RD FROM: OLD CR 6 : NY COUNTY: Sullivan DIRECTION: Northbound FACR GROUP: REC. SERIAL #: 8 FUNC. CLASS: WN: THOMPSON STATE DIR CODE: WK OF YR: 6 PLACEMENT:.5 S of Rte NHS: no LION#: DATE OF COUNT: REF MARKER: JURIS: County BIN: 56 NOTES LANE : Week 6-Nb ADDL DATA: CC Stn: RR CROSSING: COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R9No header HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TST INITIALS: JSV PROCESSED BY: ORG CODE: R9 INITIALS: jjg DAILY DAILY DAILY HIGH HIGH DATE DAY AM PM TAL COUNT HOUR S M T W 5 T 6 F S 8 S 9 M T W T F S 5 S 6 M T 8 W 9 T F S S M T 5 W 6 T F 8 S 9 S M AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT DAYS Counted 6 HOURS Counted WEEKDAYS Counted WEEKDAY Hours AVERAGE WEEKDAY High Hour % of day 8 8% Axle Adj. Factor.9 Seasonal/Weekday Adjustment Factor.9 ESTIMATED (one way) AADT 95 ROAD #: 6 ROAD NAME: HEIDEN RD FROM: OLD CR 6 : NY COUNTY: Sullivan STATION: 966 STATE DIR CODE: PLACEMENT:.5 S of Rte DATE OF COUNT: 6//8
38 STATION: 966 New York State Department of Transportation Traffic Count Hourly Report Page of ROAD #: CR 6 ROAD NAME: HEIDEN RD FROM: OLD CR 6 : NY COUNTY: Sullivan DIRECTION: Southbound FACR GROUP: REC. SERIAL #: 8 FUNC. CLASS: WN: THOMPSON STATE DIR CODE: WK OF YR: 6 PLACEMENT:.5 S of Rte NHS: no LION#: DATE OF COUNT: REF MARKER: JURIS: County BIN: 56 NOTES LANE : Week 6-Sb ADDL DATA: CC Stn: RR CROSSING: COUNT TYPE: AXLE PAIRS BATCH ID: DOT-R9No header HPMS SAMPLE: COUNT TAKEN BY: ORG CODE: TST INITIALS: JSV PROCESSED BY: ORG CODE: R9 INITIALS: jjg DAILY DAILY DAILY HIGH HIGH DATE DAY AM PM TAL COUNT HOUR S M T W 5 T 6 F S 8 S 9 M T W T F S 5 S 6 M T 8 W 9 T F S S M T 5 W 6 T F 8 S 9 S M AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT DAYS Counted 6 HOURS Counted WEEKDAYS Counted WEEKDAY Hours AVERAGE WEEKDAY High Hour % of day 8 8% Axle Adj. Factor.9 Seasonal/Weekday Adjustment Factor.9 ESTIMATED (one way) AADT 55 ROAD #: 6 ROAD NAME: HEIDEN RD FROM: OLD CR 6 : NY COUNTY: Sullivan STATION: 966 STATE DIR CODE: PLACEMENT:.5 S of Rte DATE OF COUNT: 6//8
39 STATION: 9668 New York State Department of Transportation Traffic Count Hourly Report Page of ROAD #: 8 ROAD NAME: GREY RD FROM: DENISON HILL RD : RANCH HILL RD COUNTY: Sullivan DIRECTION: Eastbound FACR GROUP: REC. SERIAL #: 95 FUNC. CLASS: 9 WN: FALLSBURG STATE DIR CODE: WK OF YR: 6 PLACEMENT: ' W fo Dennism Hill Road NHS: no BIN: 565 DATE OF COUNT: REF MARKER: JURIS: Town RR CROSSING: NOTES LANE : Week 6-Eb ADDL DATA: CC Stn: HPMS SAMPLE: COUNT TYPE: AXLE PAIRS BATCH ID: R9-r9ww6 COUNT TAKEN BY: ORG CODE: TST INITIALS: JSV PROCESSED BY: ORG CODE: R9 INITIALS: jjg DAILY DAILY DAILY HIGH HIGH DATE DAY AM PM TAL COUNT HOUR T 5 W 6 T F 8 S 9 S M T AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT DAYS Counted HOURS Counted 65 WEEKDAYS Counted WEEKDAY Hours 99 AVERAGE WEEKDAY High Hour % of day 8 9% Axle Adj. Factor.989 Seasonal/Weekday Adjustment Factor. ESTIMATED (one way) AADT 68 ROAD #: 8 ROAD NAME: GREY RD FROM: DENISON HILL RD : RANCH HILL RD COUNTY: Sullivan STATION: 9668 STATE DIR CODE: PLACEMENT: ' W fo Dennism Hill Road DATE OF COUNT: 6//8
40 STATION: 9668 New York State Department of Transportation Traffic Count Hourly Report Page of ROAD #: 8 ROAD NAME: GREY RD FROM: DENISON HILL RD : RANCH HILL RD COUNTY: Sullivan DIRECTION: Westbound FACR GROUP: REC. SERIAL #: 95 FUNC. CLASS: 9 WN: FALLSBURG STATE DIR CODE: WK OF YR: 6 PLACEMENT: ' W fo Dennism Hill Road NHS: no BIN: 565 DATE OF COUNT: REF MARKER: JURIS: Town RR CROSSING: NOTES LANE : Week 6-Wb ADDL DATA: CC Stn: HPMS SAMPLE: COUNT TYPE: AXLE PAIRS BATCH ID: R9-r9ww6 COUNT TAKEN BY: ORG CODE: TST INITIALS: JSV PROCESSED BY: ORG CODE: R9 INITIALS: jjg DAILY DAILY DAILY HIGH HIGH DATE DAY AM PM TAL COUNT HOUR T 5 W 6 T F 8 S 9 S M T AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT DAYS Counted HOURS Counted 65 WEEKDAYS Counted WEEKDAY Hours 99 AVERAGE WEEKDAY High Hour % of day 8 % Axle Adj. Factor.989 Seasonal/Weekday Adjustment Factor. ESTIMATED (one way) AADT 5 ROAD #: 8 ROAD NAME: GREY RD FROM: DENISON HILL RD : RANCH HILL RD COUNTY: Sullivan STATION: 9668 STATE DIR CODE: PLACEMENT: ' W fo Dennism Hill Road DATE OF COUNT: 6//8
Traffic Impact Study. Roderick Place Columbia Pike Thompson s Station, TN. Transportation Group, LLC Traffic Engineering and Planning
F i s c h b a c h Transportation Group, LLC Traffic Engineering and Planning Traffic Impact Study Roderick Place Columbia Pike Thompson s Station, TN Prepared March 2016 Ms. Gillian L. Fischbach, P.E.,
More informationINDUSTRIAL BUILDING 1660 COMSTOCK ROAD CITY OF OTTAWA TRANSPORTATION OVERVIEW. Prepared for:
INDUSTRIAL BUILDING 1660 COMSTOCK ROAD CITY OF OTTAWA TRANSPORTATION OVERVIEW Prepared for: Simluc Contractors Limited 2550 Blackwell Street, Ottawa K1B 5R1 October 18, 2013 113-584 Overview_1.doc D. J.
More informationURBAN QUARRY HEADQUARTERS 2717 STEVENAGE DRIVE CITY OF OTTAWA TRANSPORTATION OVERVIEW. Prepared for: Urban Quarry 4123 Belgreen Drive, Ottawa K1G 3N2
URBAN QUARRY HEADQUARTERS 2717 STEVENAGE DRIVE CITY OF OTTAWA TRANSPORTATION OVERVIEW Prepared for: Urban Quarry 4123 Belgreen Drive, Ottawa K1G 3N2 February 27, 2014 113-584 Overview_1.doc D. J. Halpenny
More informationINDUSTRIAL BUILDING 3009 HAWTHORNE ROAD CITY OF OTTAWA TRANSPORTATION OVERVIEW REVISED. Prepared for: Canada Inc.
INDUSTRIAL BUILDING 3009 HAWTHORNE ROAD CITY OF OTTAWA TRANSPORTATION OVERVIEW REVISED Prepared for: 7849648 Canada Inc. Octiober 1, 2015 114-598 Overview_2.doc D. J. Halpenny & Associates Ltd. Consulting
More informationMEETING FACILITY 2901 GIBFORD DRIVE CITY OF OTTAWA TRANSPORTATION BRIEF. Prepared for: Holiday Inn Express 2881 Gibford Drive Ottawa, ON K1V 2L9
MEETING FACILITY 2901 GIBFORD DRIVE CITY OF OTTAWA TRANSPORTATION BRIEF Prepared for: Holiday Inn Express 2881 Gibford Drive Ottawa, ON K1V 2L9 December 18, 2012 112-566 Brief_1.doc D. J. Halpenny & Associates
More informationMEDICAL/OFFICE BUILDING 1637 BANK STREET OTTAWA, ONTARIO TRANSPORTATION OVERVIEW. Prepared for:
MEDICAL/OFFICE BUILDING 1637 BANK STREET OTTAWA, ONTARIO TRANSPORTATION OVERVIEW Prepared for: 2434984 Ontario Inc. 13-5510 Canotek Road Ottawa, Ontario K1J 9J5 June 4, 2015 115-613 Report_2.doc D. J.
More informationHILTON GARDEN INN HOTEL HOTEL EXPANSION 2400 ALERT ROAD, OTTAWA TRANSPORTATION BRIEF. Prepared for:
HILTON GARDEN INN HOTEL HOTEL EXPANSION 2400 ALERT ROAD, OTTAWA TRANSPORTATION BRIEF Prepared for: Bona Building & Management Co. Ltd. Place Vanier, 333 North River Road Vanier, Ontario K1L 8B9 October
More informationFAIRFIELD INN & SUITES HOTEL 135 THAD JOHNSON PRIVATE OTTAWA TRANSPORTATION BRIEF. Prepared for:
FAIRFIELD INN & SUITES HOTEL 135 THAD JOHNSON PRIVATE OTTAWA TRANSPORTATION BRIEF Prepared for: Bona Building & Management Co. Ltd. Place Vanier, 333 North River Road Vanier, Ontario K1L 8B9 August 12,
More informationOFFICE/RETAIL DEVELOPMENT 1625 BANK STREET OTTAWA, ONTARIO TRANSPORTATION BRIEF. Prepared for: Canada Inc.
OFFICE/RETAIL DEVELOPMENT 1625 BANK STREET OTTAWA, ONTARIO TRANSPORTATION BRIEF Prepared for: 9402209 Canada Inc. December 15, 2015 115-625 Report_2.doc D. J. Halpenny & Associates Ltd. Consulting Transportation
More informationHOLIDAY INN HOTEL 235 KING EDWARD AVENUE CITY OF OTTAWA TRANSPORTATION BRIEF. Prepared for:
HOLIDAY INN HOTEL 235 KING EDWARD AVENUE CITY OF OTTAWA TRANSPORTATION BRIEF Prepared for: Momentum Planning & Communications 1165 Greenlawn Crescent Ottawa, ON K1L 6C2 June 29, 2015 115-618 Brief_1.doc
More informationQUICKIE C STORE AND GAS BAR 1780 HERON ROAD OTTAWA, ONTARIO TRANSPORTATION BRIEF. Prepared for:
QUICKIE C STORE AND GAS BAR 1780 HERON ROAD OTTAWA, ONTARIO TRANSPORTATION BRIEF Prepared for: Quickie Convenience Stores Larny Holdings Ltd. c/o PBC Group April 15, 2015 115-615 Report_1.doc D. J. Halpenny
More informationSignal Warrant Studies
Signal Warrant Studies Seven Locations Piqua, Ohio December 12, 217 Signal Warrant Studies Seven Locations Piqua, Ohio TABLE OF CONTENTS Executive Summary... 3 Introduction... 5 Study Location... 5 Data
More informationAPARTMENT BUILDING DEVELOPMENT 1161 HERON ROAD OTTAWA, ONTARIO TRANSPORTATION IMPACT STUDY. Prepared for:
APARTMENT BUILDING DEVELOPMENT 1161 HERON ROAD OTTAWA, ONTARIO TRANSPORTATION IMPACT STUDY Prepared for: 1649362 Ontario Inc. c/o Manor Park Management 231 Brittany Drive, Suite D Ottawa ON K1K 0R8 July
More informationTraffic Impact Analysis Walton Acres at Riverwood Athletic Club Clayton, NC
Traffic Impact Analysis Walton Acres at Riverwood Athletic Club Clayton, NC 1. TABLE OF CONTENTS INTRODUCTION...1 1.1. Site Location and Study Area...1 1.2. Proposed Land Use and Site Access...2 1.3.
More informationTraffic Impact Analysis Chatham County Grocery Chatham County, NC
Chatham County Grocery Chatham County, NC TABLE OF CONTENTS 1. INTRODUCTION... 1 1.1. Location and Study Area... 1 1.2. Proposed Land Use and Access... 2 1.3. Adjacent Land Uses... 2 1.4. Existing ways...
More informationIntersection of Massachusetts Avenue and Maple Street in Lexington Signalized Intersection and Roundabout Comparison
Intersection of Massachusetts Avenue and Maple Street in Lexington Signalized Intersection and Roundabout Comparison Michael Wallwork, Roundabout Expert, Orange Park, Florida Tom Bertulis (MS, PE, PTOE),
More informationTraffic Impact Study. Westlake Elementary School Westlake, Ohio. TMS Engineers, Inc. June 5, 2017
TMS Engineers, Inc. Traffic Impact Study Westlake Elementary School Westlake, Ohio June 5, 2017 Prepared for: Westlake City Schools - Board of Education 27200 Hilliard Boulevard Westlake, OH 44145 TRAFFIC
More information2. Existing Conditions
2. Existing Conditions The existing traffic and parking conditions on the site and the surrounding area were reviewed based on the study methodology in Section 1.2. 2.1 Existing Land Use The portion of
More informationINTERSECTION OPERATIONAL ANALYSIS AND NECESSARY RECOMMENDATIONS CIVL 440 Project
INTERSECTION OPERATIONAL ANALYSIS AND NECESSARY RECOMMENDATIONS CIVL 44 Project INTERSECTION: 16TH AVENUE & EAST MALL FOR AM PEAK HOUR Group Work: Syed Shafaat Ali Shah (2347426) Mohammad Moudud Hasan
More informationREDEVELOPMENT TRAFFIC IMPACT STUDY
REDEVELOPMENT TRAFFIC IMPACT STUDY For Wendy s Parker, Colorado January 215 Prepared for: Sterling Design Associates, LLC 29 W. Littleton Boulevard #3 Littleton, Colorado 812 Prepared by: 1233 Airport
More informationThe proposed development is located within 800m of an existing Transit Station where infill developments and intensification are encouraged.
Stantec Consulting Ltd. 1331 Clyde Avenue, Suite 4 Ottawa ON K2C 3G4 Tel: (613) 722-442 Fax: (613) 722-2799 May 14, 213 File: 1638823 Robinson Park Development Corp. 5699 Power Road Ottawa, ON, K1G 3N4
More informationEXECUTIVE SUMMARY. Page 1 of 6
EXECUTIVE SUMMARY The purpose of this report is to identify conformance with the original traffic impact study for the proposed retail development on Lot 5 of Riverdale Retail Filing No. 1 located on the
More informationTraffic Impact Study WestBranch Residential Development Davidson, NC March 2016
Traffic Impact Study WestBranch Residential Development Davidson, NC March 216 TRAFFIC IMPACT STUDY FOR THE WestBranch Residential Development LOCATED IN DAVIDSON, NC Prepared For: Lennar Carolinas, LLC
More informationTRAFFIC IMPACT STUDY And A TRAFFIC SIGNAL WARRANT ANALYSIS FOR A SENIOR LIVING AND APARTMENT DEVELOPMENT
TRAFFIC IMPACT STUDY And A TRAFFIC SIGNAL WARRANT ANALYSIS FOR A SENIOR LIVING AND APARTMENT DEVELOPMENT DEERFIELD TOWNSHIP, WARREN COUNTY, OHIO Nantucket Circle and Montgomery Road () Prepared for: ODLE
More informationStudent Housing Development
Traffic Impact Study for the proposed Student Housing Development City of Oneonta Otsego County, New York Project No. 3259 December 212 Revised February 13, 212 Prepared For: Newman Development Group,
More informationHenderson Avenue Mixed-Use Development
Zoning Case: Z145-3 Traffic Impact Analysis Henderson Avenue Mixed-Use Development Dallas, TX October 26 th, 216 Kimley-Horn and Associates, Inc. Dallas, Texas Project #644827 Registered Firm F-928 Traffic
More informationFINAL DESIGN TRAFFIC TECHNICAL MEMORANDUM
FINAL DESIGN TRAFFIC TECHNICAL MEMORANDUM July 2014 FINAL (SR 43) Project Development and Environment Study From State Road 60 (Adamo Drive) to I-4 (SR 400) Hillsborough County, Florida Work Program Item
More informationGlenn Avenue Corridor Traffic Operational Evaluation
Glenn Avenue Corridor Traffic Operational Evaluation PREPARED FOR: THE CITY OF AUBURN PREPARED BY: DECEMBER 2007 Glenn Avenue Corridor Study--Auburn, Alabama TABLE OF CONTENTS Introduction... 1 Background
More informationHarrah s Station Square Casino
Transportation Analysis Harrah s Station Square Casino Pittsburgh, Pennsylvania Submitted To: City of Pittsburgh and Pennsylvania Gaming Control Board Prepared By: DKS Associates GAI Consultants December
More informationAPPENDIX D. Traffic Impact Study Creighton Manning Engineering, LLP
APPENDIX D Traffic Impact Study Creighton Manning Engineering, LLP Traffic Impact Study Catskill Access Evaluation NYS Thruway Exit 21 Town of Catskill, New York CM Project No. 114-232 Prepared For: Greene
More informationTraffic Circulation Study for Neighborhood Southwest of Mockingbird Lane and Airline Road, Highland Park, Texas
ARIZONA TEXAS NEW MEXICO OKLAHOMA February 13, 2015 Mr. Meran Dadgostar P.E., R.S. Town of Highland Park 4700 Drexel Dr. Highland Park, Texas 75205 Re: Traffic Circulation Study for Neighborhood Southwest
More informationTRAFFIC IMPACT STUDY
TRAFFIC IMPACT STUDY for the GLEN ELLEN COUNTRY CLUB SENIOR RESIDENTIAL REDEVELOPMENT 84 Millis, Massachusetts Prepared by: McMahon Associates, Inc. Prepared for: Toll Brothers, Inc. August 216 DRAFT
More informationIntersection LOS Intersection level of service (LOS) is defined by the Highway Capacity Manual (HCM) by the following criteria:
Page 2 of 9 Intersection LOS Intersection level of service (LOS) is defined by the Highway Capacity Manual (HCM) by the following criteria: Table 1 LOS Definitions Level of Signalized Un-Signalized Definition
More informationTable of Contents FIGURES TABLES APPENDICES. Traffic Impact Study Hudson Street Parking Garage MC Project No.: A Table of Contents
Traffic Impact Study Hudson Street Parking Garage MC Project No.: 151714A Table of Contents Table of Contents I. INTRODUCTION... 2 II. EXISTING CONDITIONS... 5 III. 215 EXISTING TRAFFIC CONDITIONS... 6
More informationDUNBOW ROAD FUNCTIONAL PLANNING
DUNBOW ROAD FUNCTIONAL PLANNING Final Report August 3, 216 #31, 316 5th Avenue NE Calgary, AB T2A 6K4 Phone: 43.273.91 Fax: 43.273.344 wattconsultinggroup.com Dunbow Road Functional Planning Final Report
More informationEAST AND SOUTH STREET CITY OF ANAHEIM, CALIFORNIA
T R A F F I C I M P A C T A N A LY S I S EAST AND SOUTH STREET CITY OF ANAHEIM, CALIFORNIA April 217 T R A F F I C I M P A C T A N A LY S I S EAST AND SOUTH STREET CITY OF ANAHEIM, CALIFORNIA Submitted
More informationChapter 4 Traffic Analysis
Chapter 4 Traffic Analysis PURPOSE The traffic analysis component of the K-68 Corridor Management Plan incorporates information on the existing transportation network, such as traffic volumes and intersection
More informationJames M. Moore, Director of Planning & Building Services, Town of Fairfax. Victory Village Senior Housing Development Traffic Study
Traffic Study To: From: James M. Moore, Director of Planning & Building Services, Town of Fairfax David Parisi, PE, TE, Parisi Transportation Consulting Date: October 14, 216 Subject: Victory Village Senior
More informationSubject: Solberg Avenue / I-229 Grade Separation: Traffic Analysis
MEMORANDUM Transportation Bill Troe, AICP Jason Carbee, AICP 12120 Shamrock Plaza Suite 300 Omaha, NE 68154 (402) 334-8181 (402) 334-1984 (Fax) To: Project File Date: Subject: Solberg Avenue / I-229 Grade
More informationNEW YORK CENTRAL PARK SUBDIVISION BLAIS STREET/ST-PIERRE STREET EMBRUN, ONTARIO TRAFFIC IMPACT STUDY. Prepared for:
NEW YORK CENTRAL PARK SUBDIVISION BLAIS STREET/ST-PIERRE STREET EMBRUN, ONTARIO TRAFFIC IMPACT STUDY Prepared for: Solidex Holdings Limited & Investissement Maurice Lemieux Investments Attn: Mr. Anthony
More informationFRONT RANGE CROSSINGS TRAFFIC IMPACT STUDY
FRONT RANGE CROSSINGS TRAFFIC IMPACT STUDY Prepared for: City of Thornton And Colorado Department of Transportation Prepared by: 11 Blake Street, Suite 2 Denver, Colorado 822 Contact: Brian Bern, PE, PTOE
More informationEXISTING (2006) CONDITIONS
Section 2 EXISTING (2006) CONDITIONS This section provides a description of the existing transportation system in the study area and a comprehensive analysis of existing traffic operations and crash history.
More informationPlace Vanier 250 Montreal Road Transportation Impact Study Addendum. Prepared for Broccolini Construction September 20 th, 2012
Update for the May 31 st, 2012 Traffic Impact Study Prepared for Broccolini Construction 111-23596-00 September 20 th, 2012 2611 Queensview Drive, Suite 300, Ottawa, Ontario CANADA K2B 8K2 Telephone: 613-829-2800
More informationRoute 28 (South Orleans Road)/Route 39 (Harwich Road)/Quanset Road Intersection
TRAFFIC FEASIBILITY STUDY Route 28 (South Orleans Road)/Route 39 (Harwich Road)/Quanset Road Intersection Orleans, Massachusetts Prepared for: Town of Orleans Prepared by: Fay, Spofford & Thorndike, LLC
More informationRoad Conversion Study Plumas Street
Plumas Street Phase I Submitted to The Regional Transportation Commission of Washoe County Submitted by Zong Tian, Ph.D., P.E. Saeedeh Farivar Haiyuan Li, Ph.D. Center for Advanced Transportation Education
More informationjoint access drive. will be
Date: To: From: Subject: June 22, 2015 Bradley Reiner, PE Bowman Consulting David R. Kline, PE, PTOE, Incline Associates Thornton Self-Storage Traffic Analysis (DRAFT) - Thornton, Colorado INTRODUCTION
More informationOTTAWA TRAIN YARDS PHASE 3 DEVELOPMENT CITY OF OTTAWA TRANSPORTATION IMPACT STUDY. Prepared for:
OTTAWA TRAIN YARDS PHASE 3 DEVELOPMENT CITY OF OTTAWA TRANSPORTATION IMPACT STUDY Prepared for: The Ottawa Train Yards Inc. 223 Colonnade Road South, Suite 212 Nepean, Ontario K2E 7K3 January 17, 2012
More informationTRAFFIC IMPACT STUDY
675 Millcreek Drive, Unit 1 Mississauga, Ontario L5N 5M4 T: 416.213.7121 F: 95.89.8499 www.transtech.co TRAFFIC IMPACT STUDY PROPOSED MOSQUE DEVELOPMENT 4269 REGIONAL ROAD 25 TOWN OF OAKVILLE PREPARED
More informationTraffic Impact Study Little Egypt Road Development Denver, North Carolina June 2017
Traffic Impact Study Little Egypt Road Development Denver, North arolina June 2017 N. Little Egypt Road DQ\ QDQFLQJ VDOHV RU RWKHU SHUIRUPDQFH EDVHG FULWHULD Proposed Site Driveways Site Driveway 1 TRAFFI
More informationCapital Region Council of Governments
March 23, 2018 Capital Region Council of Governments PROJECT CONCEPT REPORT Realignment of Swamp and Northfield Road s approaches to Route 44 (Boston Turnpike) Town of Coventry SUMMARY: The Town of Coventry
More informationTraffic Impact Study. Crestline Piggly Wiggly Mountain Brook, Alabama. Goodwyn, Mills and Cawood, Inc. Birmingham, Alabama.
Traffic Impact Study Crestline Piggly Wiggly Mountain Brook, Alabama Prepared for: Goodwyn, Mills and Cawood, Inc. Birmingham, Alabama September 214 Revision 1 October 214 Crestline Piggly Wiggly Mountain
More informationTraffic Impact Study, Premier Gold Mines Limited, Hardrock Property
Traffic Impact Study, Premier Gold Mines Limited, Hardrock Property Prepared for: Premier Gold Mines Limited Prepared by: Stantec Consulting Ltd. November 2014
More informationProject Report. South Kirkwood Road Traffic Study. Meadows Place, TX October 9, 2015
Meadows Place, TX October 9, 2015 Contents 1 Introduction... 1 2 Data Collection... 1 3 Existing Roadway Network... 2 4 Traffic Volume Development... 2 5 Warrant Analysis... 3 6 Traffic Control Alternative
More informationLIBERTY TREE ACADEMY TRAFFIC IMPACT STUDY
LIBERTY TREE ACADEMY TRAFFIC IMPACT STUDY Prepared for: Liberty Tree Academy Prepared by: 161 Blake Street, Suite 2 Denver, Colorado 822 Contact: David Kline, PE, PTOE (33)-572-2 On Behalf of: Liberty
More informationFebruary 8, Ms. Jamie Jun, Esq. Fromhold Jaffe & Adams 789 East Lancaster Avenue, Suite 220 Villanova, PA 19085
WWW.TRAFFICPD.COM February 8, 2016 Ms. Jamie Jun, Esq. Fromhold Jaffe & Adams 789 East Lancaster Avenue, Suite 220 Villanova, PA 19085 Re: Kohelet Yeshiva School Lower Merion Township, Montgomery County,
More informationTRANSPORTATION ANALYSIS REPORT US Route 6 Huron, Erie County, Ohio
TRANSPORTATION ANALYSIS REPORT US Route 6 Huron, Erie County, Ohio December 12, 2012 Prepared for: The City of Huron 417 Main Huron, OH 44839 Providing Practical Experience Technical Excellence and Client
More informationGateway Transportation Study
Gateway Transportation Study Amherst, Massachusetts SUBMITTED TO University of Massachusetts Amherst Town of Amherst SUBMITTED BY Vanasse Hangen Brustlin, Inc. Watertown, Massachusetts March 213 Back of
More informationIntersection Control Evaluation
Intersection Control Evaluation Lor Ray Drive at Howard Drive in North Mankato, Nicollet County, Minnesota Mankato/North Mankato Area Planning Organization October 2016 SRF No. 016 09243 Table of Contents
More informationDonahue Drive Corridor Traffic Operational Evaluation
Donahue Drive Corridor Traffic Operational Evaluation PREPARED FOR: THE CITY OF AUBURN PREPARED BY: JANUARY 2007 Donahue Drive Corridor Study--Auburn, Alabama TABLE OF CONTENTS Introduction... 1 Background
More informationMETHODOLOGY. Signalized Intersection Average Control Delay (sec/veh)
Chapter 5 Traffic Analysis 5.1 SUMMARY US /West 6 th Street assumes a unique role in the Lawrence Douglas County transportation system. This principal arterial street currently conveys commuter traffic
More informationDesign Traffic Technical Memorandum
State Road 7 Extension PD&E Study Design Traffic Technical Memorandum Palm Beach County, FL October 2010 State Road 7 Extension PD&E Study Design Traffic Technical Memorandum Palm Beach County, FL Prepared
More informationList of Exhibits...ii
One Brickell Traffic Study TABLE OF CONTENTS List of Exhibits...ii EXECUTIVE SUMMARY...1 1. INTRODUCTION...2 1.1 Study Area...2 1.2 Study Objective...5 2. EXISTING TRAFFIC CONDITIONS...6 2.1 Data Collection...6
More informationMoPac South: Impact on Cesar Chavez Street and the Downtown Network
MoPac South: Impact on Cesar Chavez Street and the Downtown Network Prepared by: The University of Texas at Austin Center for Transportation Research Prepared for: Central Texas Regional Mobility Authority
More informationMEMO DRAFT VIA . Mr. Terry Bailey Foremost Development Company. To: Michael J. Labadie, PE Steven J. Russo, E.I.T. Fleis & VandenBrink.
MEMO DRAFT VIA EMAIL To: From: Mr. Terry Bailey Foremost Development Company Michael J. Labadie, PE Steven J. Russo, E.I.T. Fleis & VandenBrink Date: August 29, 214 Re: Proposed Apartments City of Walled
More informationWaterford Lakes Small Area Study
Waterford Lakes Small Area Study Existing Traffic Conditions PREPARED FOR: ORANGE COUNTY PUBLIC WORKS DEPARTMENT TRAFFIC ENGINEERING DIVISION ORLANDO, FLORIDA PREPARED WITH: INWOOD CONSULTING ENGINEERS
More information5858 N COLLEGE, LLC N College Avenue Traffic Impact Study
5858 N COLLEGE, LLC nue Traffic Impact Study August 22, 2016 Contents Traffic Impact Study Page Preparer Qualifications... 1 Introduction... 2 Existing Roadway Conditions... 5 Existing Traffic Conditions...
More informationTroutbeck Farm Development
Troutbeck Farm Development Willistown Township, Chester County PA For Submission To: Willistown Township Last Revised: October, 4 TPD# INLM.A. 5 E. High Street Suite 65 Pottstown, PA 9464 6.36.3 TPD@TrafficPD.com
More informationJ Street and Folsom Boulevard Lane Conversion Project (T ) Before and After Traffic Evaluation
J Street and Folsom Boulevard Lane Conversion Project (T15125400) Before and After Traffic Evaluation Prepared by Transportation Division June 2014 Executive Summary On February 12, 2013, the City of Sacramento
More informationTraffic Study of Fuller Street, Cady Street, West Street and West Avenue. Final Report
Traffic Study of Fuller Street, Cady Street, West Street and West Avenue Final Report July 2005 Prepared for: Town of Ludlow Prepared by: Pioneer Valley Planning Commission 26 Central Street West Springfield,
More informationMEMORANDUM. DATE March 1, 2012 TO Town of Milton Mark Abbott, Seth Asante, and Efi Pagitsas Boston Region MPO Staff
MEMORANDUM DATE March 1, 212 TO Town of Milton FROM RE Mark Abbott, Seth Asante, and Efi Pagitsas Boston Region MPO Staff FFY 211 Safety and Operations Analyses at Selected Boston Region MPO Intersections:
More informationList of Attachments. Location Map... Site Plan... City of Lake Elsinore Circulation Element... City of Lake Elsinore Roadway Cross-Sections...
List of Attachments Exhibits Location Map... Site Plan... City of Lake Elsinore Circulation Element... City of Lake Elsinore Roadway Cross-Sections... Existing Lane Geometry and Traffic Controls... Existing
More informationFORM A PASCO COUNTY ACCESS CONNECTION PERMIT APPLICATION
FORM 901.3.A PASCO COUNTY ACCESS CONNECTION PERMIT APPLICATION The following information is required from all applicants directly or indirectly accessing any collector or arterial road or as otherwise
More informationHighway 49, Highway 351 and Highway 91 Improvements Feasibility Study Craighead County
Highway 49, Highway 351 and Highway 91 Improvements Feasibility Study Craighead County Executive Summary March 2015 Highway 49, Highway 351 and Highway 91 Improvements Feasibility Study Craighead County
More informationGrant Avenue Streetscape
REPORT TYPE GOES HERE Grant Avenue Streetscape PREPARED FOR City of Manassas 9027 Center Street Manassas, VA 20110 PREPARED BY 8300 Boone Boulevard Suite 700 Vienna, Virginia 22182 571.389.8121 July 31,
More informationHUMC/Mountainside Hospital Redevelopment Plan
Traffic and Parking Analysis HUMC/Mountainside Hospital Redevelopment Plan in Glen Ridge Borough and Montclair Township PREPARED FOR H2M 119 Cherry Hill Road, Suite 11 Parsippany, NJ 754 862.27.59 PREPARED
More informationTZ Vista Traffic Impact Study
TZ Vista Traffic Impact Study A. INTRODUCTION This Traffic Impact Study (TIS) provides a detailed analysis to assess the potential traffic and transportation impacts of the TZ Vista multi-family residential
More informationCricket Valley Energy Project Dover, NY Updated Traffic Impact Study
Updated Traffic Impact Study Community Resources 6.3A Traffic and Transportation Amended This amended Traffic Study incorporates comments from NYSDOT, provided after their review of the original Traffic
More informationThe Cape Cod Five Cents Savings Bank
TRAFFIC IMPACT AND ACCESS STUDY The Cape Cod Five Cents Savings Bank Hyannis, Massachusetts PREPARED FOR The Cape Cod Five Cents Savings Bank 19 West Road Orleans, Massachusetts 0263 PREPARED BY 1 Walnut
More informationAPPENDIXB. Traffic Operations Technical Memorandum
APPENDIXB Traffic Operations Technical Memorandum Environmental Assessment - Lincoln County, SD 85 th Street: Sundowner Avenue to Louise Avenue November 2017 MEMORANDUM Transportation Jim Kollbaum, PE
More informationTraffic Signal Optimization Project (Hosman Road) (Future Coordinated Corridor)
Onondaga County Department of Transportation Traffic Signal Optimization Project (Hosman Road) (Future Coordinated Corridor) Prepared for: Syracuse Metropolitan Transportation Council 126 North Salina
More informationPatuxent Green Golf Course
Patuxent Green Golf Course Laurel, Maryland February 23, 2018 Traffic Impact Analysis Prepared for: ADC Builders Alan Cohen 2701 Tower Oaks Boulevard, Suite 200 Rockville, Maryland 20852 TABLE OF CONTENTS
More informationTransportation Impact Study for Abington Terrace
Transportation Impact Study for Abington Terrace Abington Township, Montgomery County, PA Sandy A. Koza, P.E., PTOE PA PE License Number PE059911 Prepared by McMahon Associates, Inc. 425 Commerce Drive,
More informationM E M O R A N D U M M:\2017\117036\DATA\CORRESPONDENCE\MEMOS\ WINDSORPARKSURVEY.DOCX
M E M O R A N D U M DATE: NOVEMBER 24, 217 TO: FROM: RE: CC: WALLY DUBYK, CITY OF OTTAWA JENNIFER LUONG 126-4 HUNT CLUB ROAD RETIREMENT RESIDENCE TRIP GENERATION NEIL MALHOTRA, JIM BURGHOUT (CLARIDGE HOMES)
More informationReference number /VP. Lafayette Downtown Congestion Study - Additional Traffic Analysis
To James Hinkamp and Tony Coe, City of Lafayette Date January 19, 2017 Copies Reference number 243381/VP From Michael Iswalt and Vanessa Peers File reference 4-05 Subject Lafayette Downtown Congestion
More informationEvaluation of M-99 (Broad Street) Road Diet and Intersection Operational Investigation
Evaluation of M-99 (Broad Street) Road Diet and Intersection Operational Investigation City of Hillsdale, Hillsdale County, Michigan June 16, 2016 Final Report Prepared for City of Hillsdale 97 North Broad
More information3 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director
3 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 53.552.37 Oroville, California 95965 F: 53.538.7785 buttecounty.net/dds BUTTE COUNTY
More informationSTILLWATER AVENUE CORRIDOR STUDY Old Town, Maine
Draft Study STILLWATER AVENUE CORRIDOR STUDY Old Town, Maine SUBMITTED TO: BANGOR AREA COMPREHENSIVE TRANSPORTATION SYSTEM SUBMITTED BY: I MAY 23, 2017 DRAFT STILLWATER AVENUE STUDY FINAL REPORT Table
More informationWesbrook Place Traffic Analysis of Redistributed Dwelling Units
Wesbrook Place Traffic Analysis of Redistributed Dwelling Units 1 Summary This report presents an analysis of the changes in traffic volumes in the Wesbrook Place neighbourhood associated with a redistribution
More informationTraffic Impact and Access Study PROPOSED DURKEE FARM ESTATES. Foster Street Littleton, Massachusetts. Prepared for: Grimes Road, LLC.
Traffic Impact and Access Study PROPOSED DURKEE FARM ESTATES Foster Street Littleton, Massachusetts Prepared for: Grimes Road, LLC. Westford, MA Prepared by: MDM Transportation Consultants, Inc. 28 Lord
More informationORLEANS GARDENS SHOPPING CENTRE 1615 ORLEANS BOULEVARD CITY OF OTTAWA, ONTARIO TRANSPORTATION IMPACT STUDY. Prepared for:
ORLEANS GARDENS SHOPPING CENTRE 1615 ORLEANS BOULEVARD CITY OF OTTAWA, ONTARIO TRANSPORTATION IMPACT STUDY Prepared for: Orleans Gardens Shopping Centre Inc. 2851 John Street, Suite 1 Markham, ON K3R 5R7
More informationTraffic Impact Statement
Traffic Impact Statement Mixed Use Development, US 41 and Old Trail Drive aka Tide-Starbucks 4900 9 th Street North General Development Site Plan (GDSP) Collier County, FL 10/6/2015 Prepared for: Prepared
More informationTruck Climbing Lane Traffic Justification Report
ROUTE 7 (HARRY BYRD HIGHWAY) WESTBOUND FROM WEST MARKET STREET TO ROUTE 9 (CHARLES TOWN PIKE) Truck Climbing Lane Traffic Justification Report Project No. 6007-053-133, P 101 Ι UPC No. 58599 Prepared by:
More informationExisting Conditions. Date: April 16 th, Dan Holderness; Coralville City Engineer Scott Larson; Coralville Assistant City Engineer
Date: April 16 th, 2015 To: From: Re: Dan Holderness; Coralville City Engineer Scott Larson; Coralville Assistant City Engineer Darian Nagle-Gamm, Traffic Engineering Planner Highway 6 (2 nd Street) /
More informationTransportation Advisory Board
C I T Y O F WEATHERFORD Transportation Advisory Board AGENDA REPORT Meeting Date: October 15,2015 Staff Contact: Manny Palacios Jr. Phone: E-mail: 817-598-4296 mpalacios@weatherfordtx.gov SUBJECT: Discuss
More informationDraft Report. Traffic Impact Study. Superstore, Wal-Mart, and Kent Development. Yarmouth, Nova Scotia. Prepared for
oad & Traffic Management Road & Traffic Management R Atlantic Traffic Engineering Specialists Draft Report Traffic Impact Study Superstore, Wal-Mart, and Kent Development Yarmouth, Nova Scotia Prepared
More informationFebruary 24, 2017 Project #: 20076
February 24, 217 Project #: 276 Jinde Zhu Washington County Department of Land Use and Transportation 14 SW Walnut Street MS 17 Hillsboro, Oregon 97213 RE: Sunset Ridge Phase 2 Access Report and Zone Change
More informationIntersection Control Evaluation
Intersection Control Evaluation Stadium Road at Pohl Road in Mankato, Blue Earth County, Minnesota Mankato/North Mankato Area Planning Organization October 2016 SRF No. 016 09243 Table of Contents Introduction...
More informationTABLE OF CONTENTS TABLE OF CONTENTS... I APPENDICES... III LIST OF EXHIBITS... V LIST OF TABLES... VII LIST OF ABBREVIATED TERMS...
TABLE OF CONTENTS TABLE OF CONTENTS... I APPENDICES... III LIST OF EXHIBITS... V LIST OF TABLES... VII LIST OF ABBREVIATED TERMS... IX 1 INTRODUCTION... 1 1.1 Project Overview... 1 1.2 Analysis Scenarios...
More informationRoundabout Feasibility Memorandum
Roundabout Feasibility Memorandum To From Gwen Pipkin Bill Howell Date June 18, 2013 Subject Roundabout Feasibility Study SR 29 PD&E Study From Oil Well Road to SR 82 Collier County, FL FPID 417540-1-22-01
More informationTRAFFIC IMPACT REPORT CASTLE PINES APARTMENTS CASTLE PINES, COLORADO
TRAFFIC IMPACT REPORT CASTLE PINES APARTMENTS CASTLE PINES, COLORADO APRIL 12, 218 REV. JULY 16, 218 Prepared for: Davis Development 43 Corporate Center Dr Suite 21 Stockbridge, GA 3281 Prepared by: 112
More information