HomeMy WebLinkAbout01-20-15 P&D Board - Project Review Commmittee Meeting AgendaTO:
City of Ithaca Project Review Committee (Planning &Development Board)
CITY OF ITHACA
108 E. Green St. — 3rd Floor Ithaca, NY 14850-5690
DEPARTMENT OF PLANNING, BUILDING, ZONING, & ECONOMIC DEVELOPMENT
JOANN CORNISH, DIRECTOR OF PLANNING & DEVELOPMENT
PHYLLISA A. DeSARNO, DEPUTY DIRECTOR FOR ECONOMIC DEVELOPMENT
Telephone: Planning & Econ. Development – 607-274-6550 | Community Development/IURA – 607-274-
6559
E-Mail: dgrunder@cityofithaca.org E-Mail: iura@cityofithaca.org
Fax: 607-274-6558 Fax: 607-274-6558
FROM:Lisa Nicholas,Senior Planner
DATE:January 15,2015
SUBJECT:Agenda for Project Review Committee Meeting:TUESDAY,JANUARY 20,2015
Meeting scheduled to begin at 9:30 a.m.in the 3rd Floor Conference Room (behind Common Council Chambers),
City Hall,108 E.Green St.,Ithaca.Please call Charles Pyott at 2746550,if you cannot attend or you require
additional information.
9:30 Project:123Room Downtown Hotel
Location:320324 E.M.L.K.,Jr./E.State St.
Applicant:Scott Whitham for Neil Patel
Anticipated Board Action(s)in January:Determination of Environmental Significance &Potential
Consideration of Preliminary Site Plan Approval
Project Description:The applicant is proposing to build a sixstory,70’tall hotel with 123 guest rooms.
The ground floor will include a breakfast room,a bar/lounge,a meeting room,and an approximately 2,000
SF retail/restaurant space.The second floor includes meeting rooms,a fitness area,and an outdoor
terrace.Exterior finishes include stone and brick veneers,metal panel systems,and aluminum windows.
The site layout features a dropoff area with a glass and aluminum portecochère,a 12space parking area,
bike racks,a walkway accessible from State Street,and a pedestrian entrance to the hotel and retail space
on Seneca Way.The project is in the CDB100 Zoning District.The project site consists of three tax parcels:
two currently owned by the Ithaca Urban Renewal Agency (IURA)and used as metered parking;and a
portion of another tax parcel in private ownership,also used as parking.Parcel consolidation and possible
subdivision will be required.This is a Type I Action under the City of Ithaca Environmental Quality Review
Ordinance,§1764 B.(1)(h.)(4),(k.),and (n.),and the State Environmental Quality Review Act,§617.4
(b)(9),and is subject to environmental review.The project has received DESIGN REVIEW.
9:45 Project:Upson Hall Renovations
Location:124 Hoy Road (Cornell University Campus)
Applicant:Mike Husar for Cornell University
Anticipated Board Action(s)in January:Declaration of Lead Agency
Project Description:The applicant proposes a total internal and façade renovation of the 160,000SF
building.Phases 1 and 2 of the project include reconfigured entryways with expanded spaces above,
resulting in a net addition of 4,000 SF.The project also includes civil and landscape improvements to the
grounds,including retaining walls and an accessible ramp.A construction staging area is proposed for the
area between Upson and Hoy Road.Site development and staging will require the removal of 35 trees,
and other landscaping.Phase 3 of the project includes expanded outdoor areas,including an expansive
plaza fronting Hoy Road,and a terrace and series of stairs connecting the entrance on the southwest
interior corner to the ramp and walkways at the northwest entrance.The project is in the U1 Zoning
District.This is an Type I Action under the City of Ithaca Environmental Quality Review Ordinance §1764
(h)[2]and the State Environmental Quality Review Act §617.4 (11)and is subject to environmental review.
“An Equal Opportunity Employer with a commitment to workforce diversification.”
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10:00 Project:Four Townhomes
Location:402 S.Cayuga St.
Applicant:Scott Reynolds for Ithaca Neighborhood Housing Services (INHS)
Anticipated Board Action(s)in January:Declaration of Lead Agency,Public Hearing,Determination of
Environmental Significance,&Recommendation to the BZA
Project Description:The applicant proposes to construct four (4)forsale townhomes that will target
moderateincome firsttime home buyers.The building will be two stories with parking below to take
advantage of the sloped site.Architectural features include front porches,rear decks,shifting roof planes,
and a varied color palette.Site development includes a common asphalt driveway in the rear,walkways
connecting each unit to the existing sidewalk on Cayuga Street,and landscaping.The project site is in the
R3b Zoning District and requires an Area Variance for a front yard setback.This is a Type I Action under
the City of Ithaca Environmental Quality Review Ordinance and the State Environmental Quality Review
Act,and is subject to environmental review.
10:15 Project:Three Duplexes
Location:804 E.State St.
Applicant:Schickel Architecture for Demos/Johnny,LLC
Anticipated Board Action(s)in January:Declaration of Lead Agency
Project Description:The applicant proposes to construct three duplexes (each with two 3bedroom
apartments)with 12 parking spaces in ground/basement floor garages,asphalt access drives,retaining walls,
stairs,and landscaping.Site access is from the existing driveway on Blair Street.Site preparation will
require removal of existing garage,all paving,and fencing on the development site.Forming the 17,265SF
project site requires consolidation of three existing tax parcels:#83.3 2,measuring 6,947 SF and containing
a duplex;#83.3 3,measuring 6,882 SF and currently used as a parking lot;and #68.8.9,measuring 1,654 SF
and containing the existing garage;as well as lot line adjustments for #83.3 9 (806 E.State St.)and #83.3 5
(116 Blair St.).The project is in the CR2 Zoning District and is contiguous to the East Hill Historic District.
This is a Type 1 Action under the City of Ithaca Environmental Quality Review Ordinance,and the State
Environmental Quality Review Act,and is subject to environmental review.The project requires an Area
Variance.
10:30 Project:SixUnit Apartment Building
Location:707 E.Seneca St.
Applicant:Schickel Architecture for 707 E.Seneca St.,LLC
Anticipated Board Action(s)in January:Declaration of Lead Agency,Public Hearing,Determination of
Environmental Significance,and Recommendation to the BZA
Project Description:The applicant proposes to build a 3storyplus basement multiple dwelling with a
footprint of 2,400 SF on the vacant 7,449SF parcel.The project will have parking and storage in the
basement,and two 3bedroom apartments on each of three floors for a total of six units.Site development
includes 5 exterior parking spaces,a driveway,and landscaping.Due to the topography of the site,the
proposed design requires retaining walls along the east,north,and portions of the west development area.
The northern retaining wall is up to ten feet in height and includes a stair.The project is located in the R3a
Zoning District and the East Hill Historic District,and requires an Area Variance from the BZA to allow six
units on the 7,449SF lot.It has received a Certificate of Appropriateness from the Ithaca Landmarks
Preservation Commission.This is a Type 1 Action under the City of Ithaca Environmental Quality Review
Ordinance and the State Environmental Quality Review Act,and is subject to environmental review.
“An Equal Opportunity Employer with a commitment to workforce diversification.”
2 of 3
10:45 Project:Telecommunications Facility
Location:214 N.Meadow St.
Applicant:Mark Coon for Verizon Wireless
Anticipated Board Action(s)in January:Declaration of Lead Agency,Public Hearing,Determination of
Environmental Significance,and Consideration of Preliminary &Final Site Plan Approval
Project Description:The applicant proposes to construct a small rooftop telecommunications facility on
the existing building at 214 N.Meadow Street.The facility will consist of a single roofmounted antenna
measuring 24.5”high with a diameter of 15.5”,an equipment cabinet,and other associated materials.The
project is in the WEDZ1a Zoning District.This is an Unlisted Action under the City of Ithaca Environmental
Quality Review Ordinance and the State Environmental Quality Review Act,and is subject to
environmental review.
11:00 Zoning Appeals
#2971:Area Variance,128 West Falls St.
#2972:Area Variance (parking),10810 Eddy St.
#2973:Area Variance,707 E.Seneca St.
Update on:
#2970A:Area Variance,742744 S.Meadow St.
#2970B:Area Variance,742744 S.Meadow St.
11:15 Adjournment
cc:Mayor Svante Myrick &Common Council
Dr.Luvelle Brown,Superintendent,ICSD
Jay Franklin,Tompkins County Assessment
ACCESSING ONLINE DOCUMENTS
SitePlan Review &Subdivision ApplicationDocuments
(&Related Materials)
SitePlan Review applicationdocumentsare accessible electronically via the “Document
Center”on the City web site (www.cityofithaca.org/DocumentCenter),under “Planning
&Development”>“Site Plan Review Project Applications,”andin the relevant
year/monthfolder.Subdivision applicationmaterialscan be similarly located,but in
the“Subdivision Applications”folder.
ZoningAppeals
ZoningAppeals are accessible electronically via the “Document Center”on the City web
site(www.cityofithaca.org/DocumentCenter),under “Board of Zoning Appeals”>
“ZoningAppeal Applications,”andin the relevant year’s folder.
“An Equal Opportunity Employer with a commitment to workforce diversification.”
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Phone: 607.379.9175 Email: whitham@whithamdesign.com 123 S. Cayuga Street Suite 201 Ithaca, NY 14850
January 13, 2015
Lisa Nicholas
Senior Planner, Department of Planning and Economic Development
City of Ithaca, 108 E. Green Street
Ithaca, N.Y. 14850
Re: Canopy Hotel Project – Updated Submittal
Dear Lisa,
Please find enclosed our updated plans for the Canopy Hotel Project. In this new submittal, we have
incorporated and responded to comments from the Planning Board’s November 25, 2014 meeting, as well as
the December 9, 2014 meeting of the Project Review Committee.
The project is a 7-story boutique hotel, 80’-0” tall (92’-0” top of penthouse), 74,475 gsf with 123
guestrooms. The ground floor will include a café and bar, a retreat area, public restrooms, a garden patio, and
approximately 2,000 sf of retail space to engage with the public realm and create transparency and continuity
along the street. The second floor will accommodate a fitness room, boardroom, meeting room, roof terrace,
and guest rooms. Floors 3-7 are dedicated to guestroom program. Exterior façade materials on the ground
floor will be brick veneer, precast concrete, aluminum storefront, folding glass walls and a metal and backlit
glass vehicular drop-off canopy. Other typical floors will use brick veneer, composite metal panel, fiber
cement lap siding and punched aluminum “warehouse” style windows.
As an update to our submission in response to the comments and questions received on the project, please
find attached the following documents:
1. Updated Drawing set including
¥ Title Page
¥ Site Aerial and Birds Eye View
¥ Existing Survey
¥ Demolition, Utility, and Grading Plans
¥ Site Layout and Landscape Plans
¥ Landscape Terrace Plan
¥ Landscape Trellis/Bench Details
¥ Ground, Second, Typical, and Seventh Floor Plans
¥ Views of the project
¥ Elevations and Materials Palette
¥ Context Views
Phone: 607.379.9175 Email: whitham@whithamdesign.com 123 S. Cayuga Street Suite 201 Ithaca, NY 14850
2. A Traffic Impact Study Report, dated January 2015 and prepared by SRF & Associates
3. A Geotechnical Engineering Report, dated December 2014 and prepared by Empire Geo Services,
Inc.
We will also have building material samples to present at the next meeting.
We look forward to continue working with you and presenting the proposed project at the January 20th
Project Review Committee meeting, and the January 27 Planning Board meeting. If you have any questions
or require additional information, please feel free to contact me.
Sincerely,
Scott Whitham
f or t h e p r o p o s e d
canopy Ithaca | The Commons by Hilton
C i t y o f I t h a c a
T o m p k i n s C o u n t y , N ew Y ork
January 2015
Project No. 34070
Prepared For:
3 3 7 E l m i r a R o a d
I t h a c a , N e w Y o r k 1 4 8 5 0
A t t n : M r . N e i l P a t e l
Prepared By:
3 4 9 5 W i n t o n P l a c e
B u i l d i n g E , S u i t e 1 1 0
R o c h e s t e r , N e w Y o r k 1 4 6 2 3
Traffic Impact Study
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Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
TABLE OF CONTENTS
LIST OF TABLES ................................................................................................................................... ii
LIST OF FIGURES ................................................................................................................................. ii
LIST OF APPENDICES ........................................................................................................................ ii
LIST OF REFERENCES ........................................................................................................................ iii
EXECUTIVE SUMMARY ..................................................................................................................... iv
I. INTRODUCTION .................................................................................................................. 1
II. LOCATION ............................................................................................................................. 1
III. EXISTING HIGHWAY SYSTEM ......................................................................................... 1
IV. EXISTING TRAFFIC CONDITIONS ................................................................................. 2
A. Peak Intervals for Analysis ..........................................................................................................2
B. Existing Traffic Volume Data......................................................................................................2
C. Field Observations ........................................................................................................................3
V. FUTURE AREA DEVELOPMENT AND LOCAL GROWTH ....................................... 3
VI. PROPOSED DEVELOPMENT ............................................................................................. 3
A. Description .....................................................................................................................................3
B. Site Traffic and Parking Generation .........................................................................................4
C. Site Traffic Distribution ...............................................................................................................7
VII. FULL DEVELOPMENT VOLUMES ..................................................................................... 7
VIII. CAPACITY ANALYSIS .......................................................................................................... 8
IX. PROPOSED ON-STREET LOADING AREA .................................................................11
X. PROPOSED TRUCK DELIVERIES ....................................................................................11
XI. MULTI-MODAL CONSIDERATIONS ............................................................................11
XII. CONCLUSIONS & RECOMMENDATIONS .................................................................12
XIII. FIGURES ..................................................................................................................................13
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Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
LIST OF TABLES
TABLE 1 PROJECTED DRIVEWAY VOLUMES .............................................................................4
TABLE I1 TOTAL HOTEL VEHICLE VOLUME ...............................................................................6
TABLE III CAPACITY ANALYSIS RESULTS .....................................................................................9
LIST OF FIGURES
FIGURE 1 SITE LOCATION & STUDY AREA
FIGURE 2 LANE GEOMETRY & AVERAGE DAILY TRAFFIC
FIGURE 3 PEAK HOUR VOLUMES – 2014 ADJUSTED AND BALANCED EXISTING
CONDITIONS
FIGURE 4 PEAK HOUR VOLUMES – 2016 BACKGROUND CONDITIONS
FIGURE 5 PROPOSED SITE PLAN
FIGURE 6 PROPOSED VALET ROUTES
FIGURE 7 TRIP DISTRIBUTION
FIGURE 8 SITE GENERATED TRIPS
FIGURE 9 PEAK HOUR VOLUMES – FULL DEVELOPMENT CONDITIONS
LIST OF APPENDICES
A1. COLLECTED TRAFFIC VOLUME DATA
A2. MISCELLANEOUS TRAFFIC DATA AND CALCULATIONS
A3. LOS CRITERIA/DEFINITIONS
A4. LEVEL OF SERVICE CALCULATIONS – EXISTING CONDITIONS
A5. LEVEL OF SERVICE CALCULATIONS – BACKGROUND CONDITIONS
A6. LEVEL OF SERVICE CALCULATIONS – FULL DEVELOPMENT CONDITIONS
A7. LEVEL OF SERVICE CALCULATIONS – FULL DEVELOPMENT CONDITIONS WITH
MITIGATION
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Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
LIST OF REFERENCES
1. HCM 2010 Highway Capacity Manual. Transportation Research Board. The National
Academies, Washington, DC: 2010.
2. Special Report 209: Highway Capacity Manual. Transportation Research Board. National
Research Council, Washington, DC. 2000.
3. Trip Generation, Ninth Edition. Institute of Transportation Engineers. Washington D.C.
2012.
4. Parking Generation, Third Edition. Institute of Transportation Engineers. Washington,
DC: 2004.
5. Shared Parking, Second Edition. Urban Land Institute. Washington, DC: 2005.
6. New York State Department of Transportation (NYSDOT) Traffic Data Viewer. 2012.
Retrieved from https://www.dot.ny.gov/tdv.
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Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
EXECUTIVE SUMMARY
OVERVIEW
The primary purpose of this report is to identify and evaluate the potential traffic
impacts associated with the proposed canopy Ithaca | The Commons by Hilton in the
City of Ithaca, Tompkins County, New York. Additionally, pedestrian, bicycle and transit
conditions, considerations and improvements are identified.
The study's primary objective is to evaluate the future impact the proposed
development has on the adjacent intersections and roadways, and to determine what
improvements (if any) to the existing road network are needed to mitigate the future
traffic conditions following full development of the site as proposed.
The canopy Hotel brand is an emerging boutique hotel experience developed by Hilton
Hotels. This new and unique type of hotel experience is marketed towards the
millennial generation (those born between 1980 and the mid-2000s), however, is
relevant for the older generation of hotel guests. Each canopy Hotel is designed to
incorporate the essence of its local surroundings and neighborhood feel; such as offering
a local welcome gift and evening tastings of local food, beers, wines, and spirits to
providing local fitness and recreation options in terms of jogging and bicycle routes
(bicycles will be available for rent). The proposed canopy Ithaca by Hilton provides
approximately 123 guestrooms, a restaurant (2,000 SF), a small board room and meeting
room (1,000 SF), a fitness room, and a café/bar area. The proposed plan includes a
porte-cochère for guest drop-off and pick-up, valet service for guests, and a guest
parking zone along Seneca Way.
The proposed development site is located on the north side of M.L.K. Jr. Street, east of
North Aurora Street. The development site is bounded by Seneca Way to the northeast
and M.L.K. Jr. Street to the south. The site is currently a surface parking lot.
This report considers and evaluates the following transportation and operational
conditions:
Existing traffic conditions during the weekday AM and PM peak hour intervals.
Future background traffic conditions during the same peak intervals two years into
the future considering general area growth patterns and nearby developments.
Parking generation by hotel guests, visitors, and employees.
New traffic generated by the proposed hotel.
Distribution of site generated traffic.
Development of future traffic conditions during the previously noted peak intervals,
assuming the site fully built and operational.
On-street parking conditions and on-site truck deliveries.
Mutli-modal considerations.
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Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
The report that follows details the study procedures, analyses, and transportation
related recommendations associated with development of the proposed hotel.
CONCLUSIONS & RECOMMENDATIONS
Based on the projected site generated traffic volumes and projected levels of service,
the proposed canopy Ithaca by Hilton in the City of Ithaca will not have a significant
adverse impact on existing traffic operations in the area, as documented in this report.
The analyses contained in this report indicate that the existing transportation network
can adequately accommodate the projected traffic volumes and resulting impacts to
study area intersections with the recommendations outlined. The following conclusions
and recommendations are based upon the results of the analyses:
1. The proposed development is expected to generate approximately 34
entering/24 exiting vehicles during the AM peak hour and 39 entering/36 exiting
vehicles during the PM peak hour.
2. Minor signal timing changes are needed at two study intersections:
Aurora Street/M.L.K.Jr. Street
East Seneca Street/North Cayuga Street
3. With the recommended signal timing mitigation in place, the proposed project
will not result in any potentially significant adverse traffic impacts to the study
area intersections.
4. Pedestrian walkways and connections to existing sidewalks are included.
5. Bicycles for rent and bike racks are provided on site.
6. The total demand for daily parking spaces required by hotel guests, visitors,
employees, and the restaurant is expected to range from 69-125 spaces. The
project developer indicates that approximately 60-70 parking spaces will be
secured in the East Seneca Street Parking Garage on the top deck. Dedicated
overflow parking is provided, when necessary. Valet parking is offered for hotel
patrons enabling increased parking garage utilization. There are 11 parking spaces
provided on-site. Three of the 11 spaces are signed for 15-minute parking. There
is one ADA (Americans with Disabilities Act) accessible parking space. In
addition, opportunities for individuals to park off-site exist on-street and at other
nearby parking garages.
7. There are sufficient parking spaces available in the East Seneca Street Garage, as
well as nearby parking garages, to accommodate the average daily hotel parking
needs, as documented in a previous parking study by City Parking staff. In-door
and out-door signage is recommended to direct hotel guests to the East Seneca
Street Garage.
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Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
8. An eight foot wide, 40 foot long curb lane for guest parking is proposed along
Seneca Way. This existing curbside area can accommodate approximately two
vehicles at a time and can be used for temporary loading/deliveries and guest
check-in.
9. Truck deliveries are planned on-site during off-peak hours.
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Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
I. INTRODUCTION
The primary purpose of this report is to identify and evaluate the potential traffic
impacts associated with the proposed canopy Ithaca | The Commons by Hilton in the
City of Ithaca, Tompkins County, New York. In addition, pedestrian, bicycle and transit
conditions, considerations and improvements are identified
In an effort to define traffic impact, this report identifies existing traffic conditions,
future background traffic conditions including area growth, and determines the future
traffic operations that result from the proposed development. Future traffic volumes
and operating conditions are evaluated. Parking generation and demand associated with
the proposed hotel is evaluated. In addition, an assessment of the on-street loading
conditions with the proposed hotel in operation is provided.
II. LOCATION
The proposed development site is located on the north side of M.L.K. Jr. Street, east of
North Aurora Street, in the City of Ithaca, Tompkins County, New York. The specified
parcel of land is bounded by Seneca Way to the north and east, and M.L.K. Jr. Street to
the south. The site is currently a surface parking lot. The site location and study area are
illustrated in Figure 1 - Site Location & Study Area (all figures are included at the end
of this report).
III. EXISTING HIGHWAY SYSTEM
The highway network within the study area is comprised of State arterials, City
collectors and local streets. Operation of the highway network within the study area is
based largely upon two one-way pair systems. East/West Green Street and East/West
Seneca Street (also known as NYS Route 79) complement each other to create the
east-west one-way pair system. East/West Green Street is one-way eastbound between
Fulton Street and East State Street; East/West Seneca Street is one-way westbound
between East State and North Meadow Street. NYS Route 79 (Green and Seneca
Streets), the major east-west corridor through the City, is functionally classified as an
urban minor arterial highway. In addition to carrying traffic through the City, theses
arterials serve properties and businesses through the Central Business District (CBD)
and border the Ithaca Commons on the north and south.
The other one-way pair is comprised of North/South Aurora Street northbound
between Court and State Streets and North/South Cayuga Street southbound between
Seneca Street and Green Street. Cayuga Street is a two-way roadway between Seneca
Street and Court Street. Both roadways are under the jurisdiction of the City of Ithaca.
Annual Average Daily Traffic (AADT) on North Aurora Street was approximately 5,764
vehicles per day (vpd) in 2011, according to the most recent data collected by the New
York State Department of Transportation (NYSDOT). The AADT along Cayuga Street
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Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
was approximately 8,492 vpd in 2009 according to the most recent data collected by the
NYSDOT.
State Street between North/South Aurora Street and Seneca Way West is a two-lane
roadway with motorists travelling in an east/west direction. The AADT on State Street
was approximately 7,702 vpd in 2010, according to the most recent data collected by
the NYSDOT. On-street metered parking exists on both sides of the roadway between
North/South Aurora Street and Seneca Way.
Tioga Street is functionally classified as an urban collector roadway, under the
jurisdiction of the City of Ithaca in the study area. The highway is oriented in an
north/south direction and consists of two travel lanes in each direction. The AADT on
Tioga Street was approximately 1,859 vpd in 2011, according to the most recent data
collected by the NYSDOT.
IV. EXISTING TRAFFIC CONDITIONS
A. Peak Intervals for Analysis
Given the functional characteristics of the roadways within the study area and
the land use proposed for the site (boutique hotel), the peak hours selected
for analysis are the weekday AM and PM peaks. The combination of site
generated traffic and adjacent through traffic produces the greatest demand
during these peak periods.
B. Existing Traffic Volume Data
Vehicular and pedestrian traffic counts were obtained on Wednesday, October
1, 2014 (all study area intersections, except for Tioga Street) and recorded
Thursday, December 4, 2014 at the Tioga Street/East Seneca Street
intersection. Study intersections are as follows:
1. State Street (M.L.K. Jr. Street)/Seneca Way West
2. State Street/Green Street
3. State Street/S. Aurora Street
4. East Seneca Street/North Aurora Street
5. East Seneca Street/Tioga Street
6. Seneca Street/North Cayuga Street
7. Green Street/South Cayuga Street
Traffic counts were conducted between 7:00-9:00 AM for the weekday
morning peak hour and between 4:00-6:00 PM for the weekday evening peak
hour. The collective data indicates that during these periods, the peak hours of
traffic at the study intersections are generally 8:00-9:00 AM and 4:30-5:30 PM.
All count data was collected on typical weekdays while local colleges,
universities, and public schools were in session. All traffic volumes were
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Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
reviewed to confirm accuracy and relative balance of the collective traffic
counts. During the October traffic counts, a detour route was in place due to
roadway work being performed along Clinton Street impacting the traffic
volumes interacting with the study area intersections. In order to adjust for the
effects of the detour, historical (2006 to 2011) traffic volumes at the study area
intersections were reviewed to determine the likely changes resulting from the
detour. Based upon our firms extensive traffic count database for downtown
Ithaca intersections, and the Tioga Street/East Seneca Street turning movement
count with no detour route in place, the 2014 existing traffic volumes were
derived. The final and adjusted existing weekday AM and PM peak hour
volumes are reflected in Figure 3.
C. Field Observations
The study intersections were observed during all three peak intervals to assess
current traffic operations. Signal timing information was collected to determine
peak hour phasing plans and phase durations during each interval.
V. FUTURE AREA DEVELOPMENT AND LOCAL GROWTH
The proposed canopy Ithaca by Hilton will be constructed and operational by November
2016. The City of Ithaca was contacted to discuss any other specific developments that
are currently approved or under construction that would generate additional traffic in
the study area. Based upon the projects noted in the City’s 2014 projects map available
on the City’s website and historical traffic volumes in the CBD area, a 1% per year
growth rate has been applied to existing traffic volumes at the study area intersections
for the two-year build-out period. Future background traffic volumes are shown in
Figure 4.
VI. PROPOSED DEVELOPMENT
A. Description
The canopy Hotel brand is an emerging boutique hotel experience developed
by Hilton Hotels. This new type of hotel experience is marketed towards the
millennial generation (those born between 1980 and the mid-2000s),
however, is relevant for the older generation of hotel guests. Each canopy
Hotel is designed to incorporate the essence of its local surroundings and
neighborhood feel; such as offering a local welcome gift and evening tastings
of local food, beers, wines, and spirits to providing local fitness and
recreation options in terms of jogging and bicycle routes (bicycles will be
available for rent). The proposed canopy Ithaca by Hilton provides
approximately 123 guestrooms, an upscale casual restaurant (2,000 SF), a
small board room and meeting room (1,000 SF), a fitness room, and a
café/bar area. A porte-cochère for guest drop-off and pick-up, valet service
for guests, and a guest parking zone along Seneca Way are proposed. Figure
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Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
5 illustrates the proposed concept site plan. Figure 6 shows the intended
valet routes between the East Seneca Street Parking Garage and the
proposed hotel. Variations in the temporal traffic conditions may dictate the
valet take an alternative route, however, the graphic illustrates the most
likely routes between the garage and proposed site.
B. Site Traffic and Parking Generation
Traffic Generation
The volume of traffic generated by a site is dependent on the intended land
use and size of the development. Trip generation is an estimate of the
number of trips generated by a specific building or land use. These trips
represent the volume of traffic entering and exiting the development. The
Institute of Transportation Engineers (ITE) Trip Generation, 9th Edition
manual is used as a reference for this information. The trip rate for the peak
hour of the generator may or may not coincide in time or volume with the
trip rate for the peak hour of adjacent street traffic. Volumes generated
during the peak hour of adjacent street traffic, in this case, the weekday AM
and PM peaks, represent a more critical volume when analyzing the capacity
of the system; those intervals will provide the basis of this analysis.
The volume of site-generated traffic entering and exiting the proposed site
has been estimated based on data contained in the Trip Generation manual.
The ITE Trip Generation land use code (Hotel – using 70% average
occupancy) was used to generate traffic for the proposed site. ITE defines
hotels as “…places of lodging that provide sleeping accommodations and
supporting facilities such as restaurants; cocktail lounges; meeting and
banquet rooms or convention facilities; limited recreation facilities (pool,
fitness room); and/or other retail and service shops.” All trip generation
calculations are included in the Appendix of this report. Table I shows the
total site generated trips for the weekday AM and weekday PM peak hours
for the proposed canopy Ithaca by Hilton.
T A B L E I
PROJECTED DRIVEWAY VOLUMES
DESCRIPTION AM PEAK HOUR PM PEAK HOUR
ENTER EXIT ENTER EXIT
canopy Ithaca Hotel 34 24 29 31
Quality Restaurant 0 0 10 5
Total 34 24 39 36
It is noted that the projected trip generation may overestimate the actual
trips that are likely to be generated by the canopy Ithaca by Hilton. This is
primarily due to the central downtown location of the hotel and its
proximity to the multitude of amenities provided in the immediate area (e.g.,
5 January 2015
Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
The Commons). In addition, transit service is both conveniently located and
adequate service to desirable destinations is provided in a timely manner.
Further, this brand of hotel offers guests the ability to check-in without
visiting the front desk, and receive pertinent information using their smart
phones, potentially reducing the number of vehicles entering the site
driveway. Therefore, vehicular traffic demand is likely to be reduced in favor
of transit, pedestrian trips, and smart technologies.
Parking Generation
Parking generation rates published by ITE in the 3rd Edition of Parking
Generation indicate that full service hotels have an average parking demand
of 0.91 vehicles per hotel room and a peak (85th percentile) parking demand
of 1.14 vehicles per hotel room. ITE Trip Generation and Parking Generation
data, and data contained in Shared Parking Second Edition published by the
Urban Land Institute also indicate that hotel rooms are 70% occupied on
average. A modal split of 60%-70% auto usage and 30%-40% other modes
(e.g. taxis, transit, shuttle service) is anticipated. Therefore, the proposed
canopy Ithaca by Hilton is expected to require between 47 and 59 parking
spaces on an average day for hotel guests.
In addition to ITE published rates, this study also reviews potential parking
demand using industry collected data. Hotel parkers are typically segmented
by guests, visitors, and employees. The most common group requiring the
most parking demand is guests. Based on discussions with the project
developer, approximately 60% of guests will arrive by personal vehicles (the
rest arrive by taxi, shuttle, transit, etc.). Using the previously discussed 70%
occupancy rate (i.e. 86 rooms occupied out of 123 total), as well as using the
60% drive-in rate, there is a demand for 52 parking spaces. However, in
urbanized areas like Ithaca, drive-in rates are as low as 20%. Therefore, using
this urbanized average (and 70% occupancy rate), there is a demand for 17
parking spaces.
The next group is visitors to the hotel classified as those individuals travelling
to the hotel for business or group meetings. It is estimated that 25-50 can be
accommodated between the board and meeting rooms. Industry standards
indicate a drive-in rate of 35%, and therefore result in a demand for nine to
18 parking spaces, depending on group size.
Lastly, discussions with the project developer indicate that the hotel will
employ 35-45 employees, depending the season, on a daily basis. In urbanized
areas, drive-in rates for employees are approximately 50% (reduced due to
transit, taxi, walking, bicycling, etc). Therefore, there is a demand of 18-23
parking spaces for the hotel employees.
The ULI indicates for a 2,000 SF Fine/Casual Dining Restaurant that
approximately 31 parking spaces are required for visitors (15.4 vehicles per
1,000 SF), while there is a demand for six spaces for employees (2.75 vehicles
6 January 2015
Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
per 1,000 SF). Given the proximity of the project site to nearby high density
neighborhoods, the walkable nature of the city, and hotel guests already
staying on-site, parking ratios may be reduced. Using an employee drive-in
ratio of 50% (from the hotel) and a conservative patron drive-in ratio of 70%,
there is a demand for approximately 25 parking spaces. As well, the peak
parking demand hour for this type of restaurant occurs after the typical
weekday commuter peak hour during the PM peak. The availability of parking
spaces in the downtown central business district, (CBD) will likely be greater
as a result of departing worker traffic, thus contributing to shared parking
tendencies between the proposed hotel uses and existing nearby
employment-based land uses (each use has varying demand patterns
depending on the time of day).
Therefore, the total average demand for daily parking spaces required by
hotel guests, visitors, employees, and the restaurant is expected to range
from 69-125 spaces. The project developer indicated that approximately 60-
70 parking spaces will be secured in the East Seneca Street Parking Garage
on the top deck. Dedicated overflow parking is provided, when necessary.
Based on a review of the amount of parking spaces on the top deck of the
East Seneca Street Garage, there are approximately 90 parking spaces. There
are 451 total parking spaces within the garage with an average daytime
occupancy rate of 60% (210 spaces) as documented previously by city parking
staff. Additionally, the parking survey conducted by the city of parking
availability during the evening with the proposed hotel in operation (assuming
100% occupancy with one vehicle per room which does not factor in
visitors, employees, or restaurant patrons) results in a total garage
occupancy rate (includes parking for from other users) of 77% (273 spaces).
Table II depicts the total hotel vehicle volume for parking space demand.
The table segments the hotel parkers, and illustrates the average and peak
parking demand requirements.
T A B L E I I
TOTAL HOTEL VEHICLE VOLUME
HOTEL PARKERS AVERAGE PEAK
Overnight Guests 17 to 59 741
Visitors 9 to 18 18
Employees 18 to 23 23
Restaurant Patrons 25 342
Total Parking Space Demand 69 to 125 149
Note:
1 = Using 100% occupancy rate
2 = Using 100% drive-in rate
7 January 2015
Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
The peak demand for parking indicates a required 149 parking spaces. Valet
parking will be offered for hotel patrons enabling increased utilization of less
convenient, unused parking spaces. There are 11 parking spaces provided on-
site. Three of the 11 spaces are signed for 15-minute parking. There is one
ADA (Americans with Disabilities Act) accessible parking space. In addition,
there are opportunities for individuals to park off-site and at nearby parking
garages. Using the East Seneca Street Parking Garage and other available
parking locations throughout the downtown CBD, there are sufficient
parking spaces available to accommodate the average daily, and peak, hotel
parking needs.
C. Site Traffic Distribution
The cumulative effect of site traffic on the transportation network is
dependent on the origins and destinations of that traffic and the location of
the access drives serving the site.
The proposed arrival/departure distribution of traffic to be generated at this
site is considered a function of several parameters, including the following:
Colleges and Universities in the area;
Existing highway network (considering the one-way street system);
Existing traffic conditions and controls;
East Seneca Street Parking Garage access drive location;
Proposed driveway location
Figure 7 shows the anticipated trip distribution pattern percentages for the
proposed development and Figure 8 illustrates the peak hour site generated
traffic based on those percentages for the weekday AM and PM peak hour
periods. It should be noted that the report analyses the arrival traffic as
entering the proposed development’s driveway and departing traffic as
exiting the proposed hotel and travelling to the East Seneca Street Garage.
There may likely be guests who check-in at the hotel using the on-street
loading spaces along Seneca Way, as well as departing patrons who may not
travel to the parking garage. However, for conservative purposes, all traffic is
projected to use the site’s proposed driveway along M.L.K. Jr. Street.
VII. FULL DEVELOPMENT VOLUMES
Proposed design hour traffic volumes are developed for each peak by combining the
background traffic conditions (Figure 4) and the newly created traffic generations (Figure
8). The resulting network design hour volumes, based on the development as proposed,
are illustrated in Figure 9.
8 January 2015
Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
VIII. CAPACITY ANALYSIS
Capacity analysis is a technique used for determining a measure of effectiveness for a
section of roadway and/or intersection based on the number of vehicles during a specific
time period. The measure of effectiveness used for the capacity analysis is referred to as
a Level of Service (LOS). Levels of Service are calculated to provide an indication of the
amount of delay that a motorist experiences while traveling along a roadway or through
an intersection. Since the most amount of delay to motorists usually occurs at
intersections, the capacity analysis specifically focuses on intersections.
Six Levels of Service are defined for analysis purposes. They are assigned letter
designations, from "A" to "F", with LOS "A" representing the best conditions and LOS
"F" the worst. Suggested ranges of service capacity and an explanation of Levels of
Service are included in the Appendix.
The standard procedure for capacity analysis of signalized and unsignalized intersections
is outlined in the Highway Capacity Manual (HCM 2010) published by the
Transportation Research Board. Traffic analysis software, Synchro 7, which is based on
procedures and methodologies contained in the HCM, was used to analyze operating
conditions at study area intersections. The procedure yields a Level of Service (LOS)
based on the HCM 2010 as an indicator of how well intersections operate.
Existing operating conditions during the peak study periods are evaluated to determine
a basis for comparison with the projected future conditions. The future traffic
conditions generated by the development were analyzed to assess the operations of the
intersections in the study area. Capacity results for existing, background, and full
development are listed in Table III. The discussion following the table summarizes
capacity conditions. All capacity analysis calculations are included in the Appendix.
9 January 2015
Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
T A B L E I I I
CAPACITY ANALYSIS RESULTS
Intersection Existing Background Full
Development
AM PM AM PM AM PM
M.L.K. Jr. Street/Green Street (S)
Eastbound – M.L.K. Jr. Street A(4.1) A(2.4) A(3.9) A(2.5) A(3.9) A(2.9)
Westbound – M.L.K. Jr. Street A(0.3) A(0.5) A(0.3) A(0.5) A(0.4) A(0.6)
Northbound – Green Street B(16.7) B(15.6) B(17.2) B(16.0) B(17.5) B(16.2)
Overall LOS B(10.9) A(8.9) B(11.3) A(9.1) B(11.4) A(9.2)
M.L.K. Jr. Street/Seneca Way West (S)
Eastbound – M.L.K. Jr. Street D(39.4) D(49.2) D(39.7) D(49.9) D(40.5) D(53.7)
Westbound – M.L.K. Jr. Street C(23.2) C(30.7) C(23.8) C(31.8) C(24.2) C(33.7)
Northbound Left – Seneca Way West C(22.4) C(24.9) C(22.5) C(25.0) C(23.6) C(26.2)
Northbound Thru – Seneca Way West C(23.2) C(29.0) C(23.3) C(29.2) C(23.5) C(29.4)
Overall LOS C(26.1) C(32.6) C(26.5) C(33.2) C(26.9) C(34.7)
M.L.K. Jr. Street/Proposed Driveway (U)
Eastbound Left – M.L.K. Jr. Street N/A N/A A(0.4) A(0.4)
Southbound – Proposed Driveway B(10.8) B(13.3)
M.L.K. Jr. Street/Aurora Street (S)1,2
Westbound – M.L.K. Jr. Street C(26.8) E(68.9) C(27.3) E(77.1) C(29.2) D(40.7)
Northbound – Aurora Street B(18.3) B(17.8) B(18.7) B(18.2) B(18.8) C(31.8)
Overall LOS C(21.8) D(44.0) C(22.3) D(48.4) C(23.3) D(36.4)
East Seneca Street/North Aurora Street (S)
Westbound Thru – East Seneca Street B(18.1) C(27.2) B(18.2) C(28.9) B(18.3) C(30.1)
Westbound Right – East Seneca Street B(15.3) B(18.7) B(15.4) B(18.9) B(15.4) B(18.9)
Northbound – North Aurora Street A(5.7) A(9.6) A(5.6) A(9.6) A(7.2) B(11.3)
Overall LOS B(12.7) C(20.3) B(12.8) C(21.2) B(13.4) C(22.3)
East Seneca Street/Tioga Street (S)
Westbound Thru – East Seneca Street A(7.0) B(14.7) A(7.0) B(15.4) A(7.3) B(17.0)
Southbound Right – Tioga Street A(4.2) C(23.7) A(4.8) C(23.9) A(4.8) C(23.9)
Overall LOS A(6.5) B(16.2) A(6.6) B(16.8) A(6.8) B(18.2)
East Seneca Street/North Cayuga Street (S)2
Westbound Thru – East Seneca Street B(10.8) B(12.6) B(11.3) B(14.2) B(17.3) B(20.0)
Southbound – North Cayuga Street E(62.5) F(80.6) E(67.1) F(87.7) D(41.5) E(67.4)
Overall LOS C(27.5) C(30.5) C(29.3) C(33.6) C(25.1) C(32.5)
Green Street/South Cayuga Street (S)
Eastbound Thru – Green Street C(23.6) C(33.9) C(24.0) C(34.5) C(24.4) C(35.7)
Northbound Right – South Cayuga Street D(40.6) C(23.7) D(41.8) C(24.1) D(43.5) C(24.6)
Southbound Left – South Cayuga Street C(25.6) B(19.0) C(25.7) B(19.1) C(25.8) B(19.2)
Southbound Thru – South Cayuga Street C(30.3) C(26.2) C(30.7) C(26.7) C(30.7) C(26.7)
Overall LOS C(28.7) C(27.7) C(29.2) C(28.2) C(29.9) C(28.8)
Notes:
A(4.1) = Level of Service(Delay in seconds per vehicle)
(S) = Signalized intersection; (U) = Unsignalized Intersection
N/A = Approach does not exist and/or was not analyzed during this condition
1 = Intersection analyzed using City of Ithaca signal timing as it was stop-controlled during data collection
10 January 2015
Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
2 = Full development conditions represent mitigated conditions using minor signal timing adjustments. No
other adjustments are needed at the other study area intersections.
M.L.K. Jr. Street/Green Street
The results show that this intersection operates at overall level of service “B” and “A”
during the AM and PM peak hours, respectively, under all conditions. No change in level
of service is expected as a result of the proposed development. As such, no mitigation is
warranted or recommended at this intersection.
M.L.K. Jr. Street/Seneca Way West
The results show that this intersection operates at overall level of service “C” during
both the AM and PM peak hours under all conditions. No change in level of service is
projected as a result of the proposed development. As such, no mitigation is
recommended at this intersection as a result of this development.
M.L.K. Jr. Street/Proposed Driveway
All approaches are projected to operate at level of service “B” or better during both
peak hours under full development conditions. Observations throughout the corridor at
the time of data collection showed vehicle queues extending beyond the driveway
entrance through the Seneca Way West and Green Street intersections. It should be
noted that the intersection of M.L.K. Jr. Street/Aurora Street was operating as an all-
way stop at the time of data collection due to the replacement of the traffic signal. Valet
services should be encouraged to exit the hotel to the west and use the M.L.K. Jr.
Street/Aurora Street intersection to travel to the secured parking garage. However,
depending on the traffic conditions along, motorists may choose to exit the site to th e
east and travel along Seneca Way to enter the parking garage. No other mitigation is
recommended at this intersection as a result of this development.
M.L.K. Jr. Street/Aurora Street
The overall level of service operates at “C” during the AM peak hour and “D” during
the PM peak hour under all conditions. Increasing the green time given to westbound
motorists between background and full development conditions during the PM peak
hour improves the westbound LOS from “E” to “D”. Although the northbound
operating condition changes from LOS “B” to “C”, between background and full
development conditions, the overall delay during the PM peak hour improves from 48.4
seconds to 36.4 seconds.
East Seneca Street/North Aurora Street
The northbound approach is expected to change in level of service from “A” to “B”
during the PM peak hour between background and full development conditions. No
other change in LOS is projected as a result of the proposed development. All
approaches operate at LOS “C” or better during both peak hours under all conditions.
No mitigation is warranted or recommended.
11 January 2015
Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
East Seneca Street/Tioga Street
The overall level of service operates at “A” and “B” during the AM and PM peak hours,
respectively, under all conditions. No change in LOS is projected as a result of the
proposed development. As such, no mitigation is warranted or recommended.
East Seneca Street/North Cayuga Street
The overall intersection level of service operates at “C” during the AM and PM peak
hours under all conditions. With minor signal timing adjustments as mitigation, no
change in LOS is projected during both peak hours as a result of the proposed
development. Signal timing adjustments to increase the green time given to southbound
motorists during the AM and PM peak hours improves the LOS from “E” to “D” during
the AM peak hour and “F” to “E” during the PM peak hour.
Green Street/North Cayuga Street
The overall level of service operates at “C” during the AM and PM peak hours under all
conditions. All approaches operate at LOS “D” or better during both peak hours under
all conditions. No mitigation is warranted or recommended.
IX. PROPOSED ON-STREET LOADING AREA
An eight foot wide, 40 foot long curb lane for guest parking is proposed along Seneca
Way. This existing curbside area can accommodate approximately two vehicles at a time
and can be used for temporary loading/deliveries and guest check-in. Signage inside and
outside the hotel is recommended to direct hotel guests to the East Seneca Street
Garage to lessen the demand along Seneca Way. Additionally, guests who travel to the
hotel via personal automobile can be directed to the parking garage prior to arriving
through the smart phone app for the hotel.
X. PROPOSED TRUCK DELIVERIES
Truck deliveries are anticipated on-site and will likely be made during early morning
(before 7 AM) and early afternoon hours via the proposed driveway along M.L.K. Jr.
Street. Therefore deliveries will not impact the peak commuter travel periods.
XI. MULTI-MODAL CONSIDERATIONS
Pedestrian Facilities
The City of Ithaca is noted for high levels of walking for daily transport. According to
the 2012 U.S. Census American Community Survey (ACS) 5-year Estimates for
transportation mode share, approximately 42% of residents walk to work. This figure is
buoyed by the proximity of Cornell University to the CBD; however, the higher density
of the city allows for more non-motorized transport between residential
neighborhoods, and places of work and play. Sidewalks are present throughout the CBD
and adjacent to the proposed hotel. Pedestrian crosswalks and countdown signals are
12 January 2015
Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
present at signalized intersections. The width of the sidewalks varies between five feet
(along Seneca Way) and eight feet (along M.L.K. Jr. Street) around the block on which
the proposed hotel is located.
The site is designed for transparency between the public realm and interior hotel uses,
specifically along Seneca Way. A pedestrian walkway connects the sidewalk along M.L.K.
Jr. Street to the entrance of the hotel and continues around the east side of the building
to provide a continuous link to Seneca Way. A pedestrian entrance is provided along
Seneca Way. Moreover, the proposed canopy Ithaca by Hilton is located less than 300
feet from The Commons. Hotel guests will also be given information on recommended
jogging routes throughout the city.
Bicycle Facilities
Bicycle storage racks are located throughout the city. The city is expanding its bicycle
infrastructure in terms of on-street bicycle lanes, shared lane markings (“sharrows”),
and a proposed bicycle boulevard along Plain Street between Elmira Road to Cascadilla
Street. As was previously stated, the proposed hotel will offer bicycles for rent to its
guests and provide maps to guide visitors to nearby destinations. A bicycle storage rack
is located along M.L.K. Jr. Street.
Transit Facilities
Transit is an important mobility option for those travelling to/from destinations such as
Cornell University and the Ithaca Tompkins Regional Airport. Tompkins Consolidated
Area Transit (TCAT) has 33 bus routes, operates 22 hours a day, and services an area-
wide population of over 100,000. Ridership has grown every year since 2006 and
accounts for over 10% of daily commuter trips (ACS, 2012). Specifically to the proposed
site, there are six transit stops located within a ¼-mile (five-minute walk) to the site.
XII. CONCLUSIONS & RECOMMENDATIONS
Based on the projected site generated traffic volumes and projected levels of service,
the proposed canopy Ithaca by Hilton in the City of Ithaca will not have a significant
adverse impact on existing traffic operations in the area, as documented in this report.
The analyses contained in this report indicate that the existing transportation network
can adequately accommodate the projected traffic volumes and resulting impacts to
study area intersections with the recommendations outlined. The following conclusions
and recommendations are based upon the results of the analyses:
1. The proposed development is expected to generate approximately 34
entering/24 exiting vehicles during the AM peak hour and 39 entering/36 exiting
vehicles during the PM peak hour.
2. Minor signal timing changes are needed at two study intersections:
Aurora Street/M.L.K.Jr. Street
East Seneca Street/North Cayuga Street
13 January 2015
Traffic Impact Study Proposed canopy Ithaca | The Commons by Hilton City of Ithaca, New York
3. With the recommended signal timing mitigation in place, the proposed project
will not result in any potentially significant adverse traffic impacts to the study
area intersections.
4. Pedestrian walkways and connections to existing sidewalks are included.
5. Bicycles for rent and bike racks are provided on site.
6. The total demand for daily parking spaces required by hotel guests, visitors,
employees, and the restaurant is expected to range from 69-125 spaces. The
project developer indicates that approximately 60-70 parking spaces will be
secured in the East Seneca Street Parking Garage on the top deck. Dedicated
overflow parking is provided, when necessary. Valet parking is offered for hotel
patrons enabling increased parking garage utilization. There are 11 parking spaces
provided on-site. Three of the 11 spaces are signed for 15-minute parking. There
is one ADA (Americans with Disabilities Act) accessible parking space. In
addition, opportunities for individuals to park off-site exist on-street and at other
nearby parking garages.
7. There are sufficient parking spaces available in the East Seneca Street Garage, as
well as nearby parking garages, to accommodate the average daily hotel parking
needs, as documented in a previous parking study by City Parking staff. In-door
and out-door signage is recommended to direct hotel guests to the East Seneca
Street Garage.
8. An eight foot wide, 40 foot long curb lane for guest parking is proposed along
Seneca Way. This existing curbside area can accommodate approximately two
vehicles at a time and can be used for temporary loading/deliveries and guest
check-in.
9. Truck deliveries are planned on-site during off-peak hours.
XIII. FIGURES
Figures 1 through 9 are included on the following pages.
!!!!!!!!!3!8!7!6!5!4!2!1E State StE Buffalo StE Seneca StE Green StN Tioga St
N A u rora S t
N Geneva St N Cayuga StS A u ror a S tSchuyler PlHudson StS Cayuga StS Ge neva StW State StGiles StW Green StW Seneca StProspect StW Buffalo StParker PlSage Pl
State Hwy 79S eneca
W
ayGlen PlTerrace PlWillets Pl Spring LnFountain Pl
PROPOSED CANOPY ITHACA HILTON HOTEL·CITY OF ITHACA, NY0300600150FeetLegendSite LocationStudy Area!Study Intersection!Proposed IntersectionPROPOSEDPROPOSEDCANOPYCANOPYHOTELHOTEL3FIGURE 1 - SITE LOCATION AND STUDY AREA
FIGURE 5 - CONCEPT SITE PLAN
FIGURE 6 - PROPOSED VALET ROUTES
APPENDICES
A1
Collected Traffic Volume Data
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 12/12/2014 12:15 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:N Tioga St -- E Seneca St QC JOB #:13160411
CITY/STATE:Ithaca, NY DATE:Thu, Dec 04 2014
15-Min Count
Period
Beginning At
N Tioga St
(Northbound)
N Tioga St
(Southbound)
E Seneca St
(Eastbound)
E Seneca St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
7:00 AM 0 0 0 0 0 0 8 0 0 0 0 0 0 66 2 0 76
7:15 AM 0 0 0 0 0 0 11 0 0 0 0 0 0 102 2 0 115
7:30 AM 0 0 0 0 0 0 19 0 0 0 0 0 0 142 5 0 166
7:45 AM 0 0 0 0 0 0 19 0 0 0 0 0 0 157 9 0 185 542
8:00 AM 0 0 0 0 0 0 18 0 0 0 0 0 0 161 11 0 190 656
8:15 AM 0 0 0 0 0 0 15 0 0 0 0 0 0 162 19 0 196 737
8:30 AM 0 0 0 0 0 0 23 0 0 0 0 0 0 162 17 0 202 773
8:45 AM 0 0 0 0 0 0 47 0 0 0 0 0 0 169 21 0 237 825
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 0 0 0 0 0 0 188 0 0 0 0 0 0 676 84 0 948
Heavy Trucks 0 0 0 0 0 12 0 0 0 0 40 12 64
Pedestrians 124 176 32 112 444
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AM
0 0 0
00103
0
0
0 0
654
68
0
103
0
722
68
0
0
757
0.87
0.0 0.0 0.0
0.00.04.9
0.0
0.0
0.0 0.0
8.9
19.1
0.0
4.9
0.0
9.8
19.1
0.0
0.0
8.3
113
150
24 102
0 0 0
000
0
0
0 0
0
0
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 12/12/2014 12:15 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:N Tioga St -- E Seneca St QC JOB #:13160412
CITY/STATE:Ithaca, NY DATE:Thu, Dec 04 2014
15-Min Count
Period
Beginning At
N Tioga St
(Northbound)
N Tioga St
(Southbound)
E Seneca St
(Eastbound)
E Seneca St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
4:00 PM 0 0 0 0 0 0 38 0 0 0 0 0 0 220 9 0 267
4:15 PM 0 0 0 0 0 0 47 1 0 0 0 0 0 209 15 0 272
4:30 PM 0 0 0 0 0 0 58 0 0 0 0 0 0 242 12 0 312
4:45 PM 0 0 0 0 0 0 49 0 0 0 0 0 0 226 11 0 286 1137
5:00 PM 0 0 0 0 0 0 48 0 0 0 0 0 0 219 10 0 277 1147
5:15 PM 0 0 0 0 0 0 44 0 0 0 0 0 0 163 9 0 216 1091
5:30 PM 0 0 0 0 0 0 30 0 0 0 0 0 0 184 16 0 230 1009
5:45 PM 0 0 0 0 0 0 42 0 0 0 0 0 0 194 10 0 246 969
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 0 0 0 0 0 0 232 0 0 0 0 0 0 968 48 0 1248
Heavy Trucks 0 0 0 0 0 4 0 0 0 0 52 8 64
Pedestrians 180 204 48 216 648
Bicycles 0 0 0 0 0 1 0 0 0 0 0 0 1
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:15 PM -- 5:15 PM
Peak 15-Min: 4:30 PM -- 4:45 PM
0 0 0
10202
0
0
0 0
896
48
0
203
0
944
49
0
0
1098
0.92
0.0 0.0 0.0
0.00.00.5
0.0
0.0
0.0 0.0
6.5
14.6
0.0
0.5
0.0
6.9
14.3
0.0
0.0
5.4
198
179
42 232
0 0 0
001
0
0
0 0
1
0
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:S Cayuga St -- E Green St QC JOB #:12794219
CITY/STATE:Ithaca, NY DATE:Wed, Oct 01 2014
15-Min Count
Period
Beginning At
S Cayuga St
(Northbound)
S Cayuga St
(Southbound)
E Green St
(Eastbound)
E Green St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
7:00 AM 0 0 20 0 11 29 0 0 0 89 32 0 0 0 0 0 181
7:15 AM 0 0 37 0 15 56 0 0 0 99 21 0 0 0 0 0 228
7:30 AM 0 0 62 0 21 55 0 0 0 122 32 0 0 0 0 0 292
7:45 AM 0 0 70 0 28 65 0 0 0 135 31 0 0 0 0 0 329 1030
8:00 AM 0 0 51 0 32 72 0 0 0 161 32 0 0 0 0 0 348 1197
8:15 AM 0 0 67 0 34 73 0 0 0 124 38 0 0 0 0 0 336 1305
8:30 AM 0 0 53 0 30 57 0 0 0 134 34 0 0 0 0 0 308 1321
8:45 AM 0 0 42 0 47 65 0 0 0 95 47 0 0 0 0 0 296 1288
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 0 0 204 0 128 288 0 0 0 644 128 0 0 0 0 0 1392
Heavy Trucks 0 0 0 0 4 0 0 64 4 0 0 0 72
Pedestrians 56 16 52 108 232
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 7:45 AM -- 8:45 AM
Peak 15-Min: 8:00 AM -- 8:15 AM
0 0 241
1242670
0
554
135 0
0
0
241
391
689
0
0
402
919
0
0.95
0.0 0.0 2.5
2.43.40.0
0.0
11.0
1.5 0.0
0.0
0.0
2.5
3.1
9.1
0.0
0.0
2.7
7.6
0.0
67
17
47 92
0 0 0
110
0
2
0 0
0
0
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:S Cayuga St -- E Green St QC JOB #:12794220
CITY/STATE:Ithaca, NY DATE:Thu, Oct 02 2014
15-Min Count
Period
Beginning At
S Cayuga St
(Northbound)
S Cayuga St
(Southbound)
E Green St
(Eastbound)
E Green St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
4:00 PM 0 0 59 0 40 77 0 0 0 119 19 0 0 0 0 0 314
4:15 PM 0 0 54 0 41 103 0 0 0 109 12 0 0 0 0 0 319
4:30 PM 0 0 53 0 47 123 0 0 0 134 15 0 0 0 0 0 372
4:45 PM 0 0 58 0 56 112 0 0 0 129 12 0 0 0 0 0 367 1372
5:00 PM 0 0 72 0 54 103 0 0 0 104 23 0 0 0 0 0 356 1414
5:15 PM 0 0 60 0 50 111 0 0 0 143 19 0 0 0 0 0 383 1478
5:30 PM 0 0 62 0 49 99 0 0 0 131 19 0 0 0 0 0 360 1466
5:45 PM 0 0 56 0 49 103 0 0 0 114 19 0 0 0 0 0 341 1440
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 0 0 240 0 200 444 0 0 0 572 76 0 0 0 0 0 1532
Heavy Trucks 0 0 0 4 4 0 0 32 0 0 0 0 40
Pedestrians 172 36 48 128 384
Bicycles 0 0 0 0 1 0 0 2 0 0 0 0 3
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:30 PM -- 5:30 PM
Peak 15-Min: 5:15 PM -- 5:30 PM
0 0 243
2074490
0
510
69 0
0
0
243
656
579
0
0
518
960
0
0.96
0.0 0.0 0.8
3.92.00.0
0.0
8.8
4.3 0.0
0.0
0.0
0.8
2.6
8.3
0.0
0.0
2.3
5.7
0.0
147
67
92 172
0 1 2
150
0
6
0 0
2
0
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:N Cayuga St -- W Seneca St QC JOB #:12794213
CITY/STATE:Ithaca, NY DATE:Thu, Oct 02 2014
15-Min Count
Period
Beginning At
N Cayuga St
(Northbound)
N Cayuga St
(Southbound)
W Seneca St
(Eastbound)
W Seneca St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
7:00 AM 0 0 0 0 0 31 9 0 0 0 0 0 17 75 16 0 148
7:15 AM 0 0 0 0 0 50 7 0 0 0 0 0 14 76 6 0 153
7:30 AM 0 0 0 0 0 67 12 0 0 0 0 0 17 90 12 0 198
7:45 AM 0 0 0 0 0 60 9 0 0 0 0 0 26 115 25 0 235 734
8:00 AM 0 0 0 0 0 79 16 0 0 0 0 0 24 121 17 0 257 843
8:15 AM 0 0 0 0 0 83 11 0 0 0 0 0 26 107 29 0 256 946
8:30 AM 0 0 0 0 0 95 19 0 0 0 0 0 30 115 33 0 292 1040
8:45 AM 0 0 0 0 0 86 17 0 0 0 0 0 42 131 20 0 296 1101
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 0 0 0 0 0 344 68 0 0 0 0 0 168 524 80 0 1184
Heavy Trucks 0 0 0 0 28 12 0 0 0 8 36 12 96
Pedestrians 28 88 64 72 252
Bicycles 0 0 0 0 3 0 0 0 0 1 0 0 4
Railroad
Stopped Buses
Comments:
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AM
0 0 0
034363
0
0
0 122
474
99
0
406
0
695
99
465
0
537
0.93
0.0 0.0 0.0
0.05.29.5
0.0
0.0
0.0 4.1
10.8
14.1
0.0
5.9
0.0
10.1
14.1
4.9
0.0
10.6
48
51
38 66
0 0 0
070
0
0
0 3
2
0
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:N Cayuga St -- W Seneca St QC JOB #:12794214
CITY/STATE:Ithaca, NY DATE:Thu, Oct 02 2014
15-Min Count
Period
Beginning At
N Cayuga St
(Northbound)
N Cayuga St
(Southbound)
W Seneca St
(Eastbound)
W Seneca St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
4:00 PM 0 0 0 0 0 79 13 0 0 0 0 0 49 187 18 0 346
4:15 PM 0 0 0 0 0 98 9 0 0 0 0 0 47 199 25 0 378
4:30 PM 0 0 0 0 0 97 17 0 0 0 0 0 66 202 34 0 416
4:45 PM 0 0 0 0 0 96 16 0 0 0 0 0 66 211 20 0 409 1549
5:00 PM 0 0 0 0 0 83 10 0 0 0 0 0 63 206 33 0 395 1598
5:15 PM 0 0 0 0 0 100 16 0 0 0 0 0 57 200 24 0 397 1617
5:30 PM 0 0 0 0 0 113 9 0 0 0 0 0 47 160 22 0 351 1552
5:45 PM 0 0 0 0 0 79 10 0 0 0 0 0 62 168 26 0 345 1488
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 0 0 0 0 0 388 68 0 0 0 0 0 264 808 136 0 1664
Heavy Trucks 0 0 0 0 0 20 0 0 0 16 32 8 76
Pedestrians 88 84 76 192 440
Bicycles 0 0 0 0 2 0 0 0 0 1 0 0 3
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:30 PM -- 5:30 PM
Peak 15-Min: 4:30 PM -- 4:45 PM
0 0 0
037659
0
0
0 252
819
111
0
435
0
1182
111
628
0
878
0.97
0.0 0.0 0.0
0.02.113.6
0.0
0.0
0.0 3.6
5.5
3.6
0.0
3.7
0.0
4.9
3.6
2.7
0.0
6.0
71
71
108 201
0 0 0
050
0
0
0 5
5
0
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:N Aurora St -- E Seneca St QC JOB #:12794211
CITY/STATE:Ithaca, NY DATE:Wed, Oct 01 2014
15-Min Count
Period
Beginning At
N Aurora St
(Northbound)
N Aurora St
(Southbound)
E Seneca St
(Eastbound)
E Seneca St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
7:00 AM 25 40 0 0 0 0 0 0 0 0 0 0 0 66 13 0 144
7:15 AM 39 51 0 0 0 0 0 0 0 0 0 0 0 72 15 0 177
7:30 AM 38 69 0 0 0 0 0 0 0 0 0 0 0 88 28 0 223
7:45 AM 35 91 0 0 0 0 0 0 0 0 0 0 0 131 24 0 281 825
8:00 AM 44 79 0 0 0 0 0 0 0 0 0 0 0 128 33 0 284 965
8:15 AM 33 87 0 0 0 0 0 0 0 0 0 0 0 142 32 0 294 1082
8:30 AM 42 78 0 0 0 0 0 0 0 0 0 0 0 149 33 0 302 1161
8:45 AM 43 82 0 0 0 0 0 0 0 0 0 0 0 142 36 0 303 1183
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 172 328 0 0 0 0 0 0 0 0 0 0 0 568 144 0 1212
Heavy Trucks 8 12 0 0 0 0 0 0 0 0 24 0 44
Pedestrians 40 116 92 56 304
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AM
162 326 0
000
0
0
0 0
561
134
488
0
0
695
460
0
0
723
0.98
8.0 4.6 0.0
0.00.00.0
0.0
0.0
0.0 0.0
9.1
2.2
5.7
0.0
0.0
7.8
3.9
0.0
0.0
8.9
25
130
65 53
0 3 0
000
0
0
0 0
5
1
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:N Aurora St -- E Seneca St QC JOB #:12794212
CITY/STATE:Ithaca, NY DATE:Wed, Oct 01 2014
15-Min Count
Period
Beginning At
N Aurora St
(Northbound)
N Aurora St
(Southbound)
E Seneca St
(Eastbound)
E Seneca St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
4:00 PM 59 49 0 0 0 0 0 0 0 0 0 1 0 153 45 0 307
4:15 PM 59 59 0 0 0 0 0 0 0 0 0 0 0 191 32 0 341
4:30 PM 52 67 0 0 0 0 0 0 0 0 0 0 0 232 49 0 400
4:45 PM 49 62 0 0 0 0 0 0 0 0 0 0 0 201 45 0 357 1405
5:00 PM 61 72 0 0 0 0 0 0 0 0 0 0 0 210 39 0 382 1480
5:15 PM 48 69 0 0 0 0 0 0 0 0 0 0 0 208 18 0 343 1482
5:30 PM 48 60 0 0 0 0 0 0 0 0 0 0 0 173 40 0 321 1403
5:45 PM 48 79 0 0 0 0 0 0 0 0 0 0 0 160 38 0 325 1371
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 208 268 0 0 0 0 0 0 0 0 0 0 0 928 196 0 1600
Heavy Trucks 4 4 0 0 0 0 0 0 0 0 52 0 60
Pedestrians 96 104 196 108 504
Bicycles 2 0 0 0 0 0 0 0 0 0 0 0 2
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:30 PM -- 5:30 PM
Peak 15-Min: 4:30 PM -- 4:45 PM
210 270 0
000
0
0
0 0
851
151
480
0
0
1002
421
0
0
1061
0.93
1.4 1.1 0.0
0.00.00.0
0.0
0.0
0.0 0.0
6.6
0.7
1.3
0.0
0.0
5.7
1.0
0.0
0.0
5.6
77
110
140 122
3 0 0
000
0
0
0 0
0
1
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:S Aurora St -- E State St QC JOB #:12794209
CITY/STATE:Ithaca, NY DATE:Wed, Oct 01 2014
15-Min Count
Period
Beginning At
S Aurora St
(Northbound)
S Aurora St
(Southbound)
E State St
(Eastbound)
E State St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
7:00 AM 1 59 12 0 0 0 0 0 0 0 1 0 41 1 3 0 118
7:15 AM 0 83 30 0 0 0 0 0 0 0 0 0 38 0 6 0 157
7:30 AM 0 111 27 0 0 0 0 0 0 0 0 0 56 0 4 0 198
7:45 AM 0 120 25 0 0 0 0 0 0 1 0 0 68 0 9 0 223 696
8:00 AM 0 114 22 0 0 0 0 0 0 0 0 0 63 0 7 0 206 784
8:15 AM 0 118 18 0 0 0 0 0 0 1 0 0 70 0 4 0 211 838
8:30 AM 0 113 22 0 0 0 0 0 0 0 0 0 79 0 8 0 222 862
8:45 AM 0 116 30 0 0 0 0 0 0 0 0 0 93 0 4 0 243 882
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 0 464 120 0 0 0 0 0 0 0 0 0 372 0 16 0 972
Heavy Trucks 0 12 4 0 0 0 0 0 0 40 0 0 56
Pedestrians 20 12 80 24 136
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AM
0 461 92
000
0
1
0 305
0
23
553
0
1
328
484
305
93
0
0.91
0.0 5.4 5.4
0.00.00.0
0.0
100.0
0.0 9.5
0.0
4.3
5.4
0.0
100.0
9.1
5.4
9.5
6.5
0.0
20
13
67 20
0 3 0
010
0
0
0 0
0
0
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:S Aurora St -- E State St QC JOB #:12794210
CITY/STATE:Ithaca, NY DATE:Wed, Oct 01 2014
15-Min Count
Period
Beginning At
S Aurora St
(Northbound)
S Aurora St
(Southbound)
E State St
(Eastbound)
E State St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
4:00 PM 0 93 24 0 0 0 0 0 0 0 0 0 89 0 9 0 215
4:15 PM 0 102 30 0 0 0 0 0 0 0 0 0 86 0 13 0 231
4:30 PM 0 104 31 0 0 0 0 0 0 0 0 0 81 1 20 0 237
4:45 PM 0 100 32 0 0 0 0 0 0 0 0 0 91 0 10 0 233 916
5:00 PM 0 101 25 0 0 0 0 0 0 0 0 0 89 0 25 0 240 941
5:15 PM 0 105 27 0 0 0 0 0 0 0 0 0 91 0 19 0 242 952
5:30 PM 1 97 34 0 0 0 0 0 1 2 0 0 94 0 11 0 240 955
5:45 PM 0 98 34 0 0 0 0 0 0 0 0 0 88 0 16 0 236 958
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 0 420 108 0 0 0 0 0 0 0 0 0 364 0 76 0 968
Heavy Trucks 0 0 4 0 0 0 0 0 0 0 0 0 4
Pedestrians 72 64 196 52 384
Bicycles 0 1 0 0 0 0 0 0 0 0 0 0 1
Railroad
Stopped Buses
Comments:
Peak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:15 PM -- 5:30 PM
1 401 120
000
1
2
0 362
0
71
522
0
3
433
473
362
122
1
0.99
100.0 1.2 2.5
0.00.00.0
100.0
0.0
0.0 2.2
0.0
0.0
1.7
0.0
33.3
1.8
1.3
2.2
2.5
100.0
47
71
190 34
0 5 0
000
0
2
0 1
0
2
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:Seneca Way -- E State St QC JOB #:12794207
CITY/STATE:Ithaca, NY DATE:Wed, Oct 01 2014
15-Min Count
Period
Beginning At
Seneca Way
(Northbound)
Seneca Way
(Southbound)
E State St
(Eastbound)
E State St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
7:00 AM 16 16 0 0 0 0 0 0 0 11 0 0 0 31 0 0 74
7:15 AM 9 17 0 0 0 0 0 0 2 31 0 0 0 33 0 0 92
7:30 AM 18 26 0 0 0 0 0 0 2 24 0 0 0 47 0 0 117
7:45 AM 27 32 0 0 0 0 0 0 2 26 0 0 0 55 0 0 142 425
8:00 AM 22 30 0 0 0 0 0 0 1 24 0 0 0 46 0 0 123 474
8:15 AM 15 34 0 0 0 0 0 0 3 16 0 0 0 60 0 0 128 510
8:30 AM 29 35 0 0 0 0 0 0 0 22 0 0 0 60 0 0 146 539
8:45 AM 25 27 0 0 0 0 0 0 0 27 0 0 0 72 0 0 151 548
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 100 108 0 0 0 0 0 0 0 108 0 0 0 288 0 0 604
Heavy Trucks 20 0 0 0 0 0 0 4 0 0 20 0 44
Pedestrians 32 20 4 0 56
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AM
91 126 0
000
4
89
0 0
238
0
217
0
93
238
130
0
89
329
0.91
19.8 3.2 0.0
0.00.00.0
25.0
5.6
0.0 0.0
5.5
0.0
10.1
0.0
6.5
5.5
3.8
0.0
5.6
9.4
22
8
1 1
0 1 0
000
0
0
0 0
0
0
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:Seneca Way -- E State St QC JOB #:12794208
CITY/STATE:Ithaca, NY DATE:Wed, Oct 01 2014
15-Min Count
Period
Beginning At
Seneca Way
(Northbound)
Seneca Way
(Southbound)
E State St
(Eastbound)
E State St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
4:00 PM 26 59 0 0 0 0 0 0 6 24 0 0 0 74 0 0 189
4:15 PM 36 53 0 0 0 0 0 0 6 28 0 0 0 68 0 0 191
4:30 PM 33 78 0 0 0 0 0 0 1 30 0 0 0 73 1 0 216
4:45 PM 46 52 0 0 0 0 0 0 6 38 0 0 0 68 0 0 210 806
5:00 PM 47 78 0 0 0 0 0 0 3 22 0 0 0 66 1 0 217 834
5:15 PM 35 61 0 0 0 0 0 0 5 32 0 0 0 71 0 0 204 847
5:30 PM 34 52 0 0 0 0 0 0 3 33 0 0 0 73 0 0 195 826
5:45 PM 31 34 0 0 0 0 0 0 2 34 0 0 0 67 2 0 170 786
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 188 312 0 0 0 0 0 0 12 88 0 0 0 264 4 0 868
Heavy Trucks 4 4 0 0 0 0 0 0 0 0 4 0 12
Pedestrians 48 32 4 0 84
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:30 PM -- 5:30 PM
Peak 15-Min: 5:00 PM -- 5:15 PM
161 269 0
000
15
122
0 0
278
2
430
0
137
280
286
0
122
439
0.98
3.1 2.2 0.0
0.00.00.0
0.0
1.6
0.0 0.0
2.2
0.0
2.6
0.0
1.5
2.1
2.1
0.0
1.6
2.5
50
26
1 0
0 1 0
100
1
0
0 0
0
0
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:E Green St -- E State St QC JOB #:12794205
CITY/STATE:Ithaca, NY DATE:Wed, Oct 01 2014
15-Min Count
Period
Beginning At
E Green St
(Northbound)
E Green St
(Southbound)
E State St
(Eastbound)
E State St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
7:00 AM 0 0 94 0 0 0 0 0 0 11 0 0 0 31 55 0 191
7:15 AM 0 0 112 0 0 0 0 0 0 30 0 0 0 33 61 0 236
7:30 AM 0 0 156 0 0 0 0 0 0 24 0 0 0 47 86 0 313
7:45 AM 0 0 160 0 0 0 0 0 0 26 0 0 0 55 116 0 357 1097
8:00 AM 0 0 147 0 0 0 0 0 0 24 0 0 0 46 124 0 341 1247
8:15 AM 0 0 131 0 0 0 0 0 0 17 0 0 0 60 124 0 332 1343
8:30 AM 0 0 140 0 0 0 0 0 0 23 0 0 0 60 124 0 347 1377
8:45 AM 0 0 97 0 0 0 0 0 0 30 0 0 0 72 150 0 349 1369
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 0 0 640 0 0 0 0 0 0 104 0 0 0 220 464 0 1428
Heavy Trucks 0 0 44 0 0 0 0 0 0 0 8 64 116
Pedestrians 4 0 4 4 12
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 7:45 AM -- 8:45 AM
Peak 15-Min: 7:45 AM -- 8:00 AM
0 0 578
000
0
90
0 0
221
488
578
0
90
709
488
0
668
221
0.96
0.0 0.0 8.7
0.00.00.0
0.0
4.4
0.0 0.0
4.5
12.7
8.7
0.0
4.4
10.2
12.7
0.0
8.1
4.5
14
0
6 2
0 0 0
000
0
0
0 0
0
3
NA
NA
NA NA
NA
NA
NA NA
Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume
Report generated on 10/13/2014 8:35 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
LOCATION:E Green St -- E State St QC JOB #:12794206
CITY/STATE:Ithaca, NY DATE:Wed, Oct 01 2014
15-Min Count
Period
Beginning At
E Green St
(Northbound)
E Green St
(Southbound)
E State St
(Eastbound)
E State St
(Westbound)
Total Hourly
Totals
Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
4:00 PM 0 0 128 0 0 0 0 0 0 23 0 0 0 75 131 0 357
4:15 PM 0 0 148 0 0 0 0 0 0 31 0 0 0 67 138 0 384
4:30 PM 0 0 145 0 0 0 0 0 0 32 0 0 0 71 164 0 412
4:45 PM 0 0 150 0 0 0 0 0 0 36 0 0 0 71 158 0 415 1568
5:00 PM 0 0 145 0 0 0 0 0 0 21 0 0 0 63 142 0 371 1582
5:15 PM 0 0 133 0 0 0 0 0 0 32 0 0 0 74 140 0 379 1577
5:30 PM 0 0 139 0 0 0 0 0 0 32 0 0 0 79 143 0 393 1558
5:45 PM 0 0 138 0 0 0 0 0 0 36 0 0 0 72 132 0 378 1521
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeft Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U
All Vehicles 0 0 600 0 0 0 0 0 0 144 0 0 0 284 632 0 1660
Heavy Trucks 0 0 36 0 0 0 0 0 0 0 12 76 124
Pedestrians 40 0 8 4 52
Bicycles 0 0 0 0 0 0 0 0 0 0 1 0 1
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:15 PM -- 5:15 PM
Peak 15-Min: 4:45 PM -- 5:00 PM
0 0 588
000
0
120
0 0
272
602
588
0
120
874
602
0
708
272
0.95
0.0 0.0 8.0
0.00.00.0
0.0
4.2
0.0 0.0
2.2
8.1
8.0
0.0
4.2
6.3
8.1
0.0
7.3
2.2
45
0
17 3
0 0 1
000
0
0
0 0
1
0
NA
NA
NA NA
NA
NA
NA NA
A2
Miscellaneous Traffic Data
and Calculations
ProjectName:IthacaCanopy Hotel
No:34070
Date:12/23/2014
City:
State/Province:
Zip/PostalCode:
Country:
ClientName:
Analyst'sName:DLK
Edition:ITETGM9thEdition
LandUse Size
Entry Exit Entry Exit
310Hotel 86Occupied Rooms 34 24 29 31
Reduction 0000
Internal 0000
Passby 0000
Nonpass by 34 24 29 31
931Quality Restaurant 21000 Sq.FeetGrossFloor Area 0 0 10 5
Reduction 0000
Internal 0000
Passby 0000
Nonpass by 0 0 10 5
Total 34 24 39 36
TotalReduction 0000
TotalInternal 0000
TotalPassby 0000
TotalNon pass by 34 24 39 36
ProjectInformation
AMPeakHour PMPeakHou r
PROPOSED canopy ITHACA | THE COMMONS BY HILTON
CITY OF ITHACA, TOMPKINS COUNTY, NY
AM PEAK
Num of yrs
2
Enter Exit Trips IN Trips OUT
1.00% Dist. % Dist. % 34 24
1 State St (MLK Jr. St)/
Seneca Way West
SR
ST
SL
WR 525 536 536
WT 265 270 10% 3 3 273
WL
NR 625 638 638
NT
NL
ER
ET 95 97 97
EL
2 State St/
Green St
SR
ST
SL
WR
WT 265 270 10%3 3 273
WL
NR
NT 125 128 128
NL 65 66 75%26 26 92
ER
ET 95 97 97
EL 10 10 20%5 5 15
3 State St/
Proposed Driveway
SR 80%19 19 19
ST
SL 20%5 5 5
WR 85%29 29 29
WT 330 337 337
WL
NR
NT
NL
ER
ET 105 107 107
EL 15%5 5 5
4 State St/
S. Aurora St
SR
ST
SL
WR 45 46 80%19 19 65
WT
WL 300 306 306
NR 95 97 15%5 5 102
NT 445 454 454
NL
ER
ET
EL
Full Build
Volumes
LOCATION
NUMBER
INTERSECTION
DESCRIPTION
Existing
Volume
Bkgd
Volume
Proposed canopy Ithaca by Hilton Total Site
Trips
Num of yrs
2
Enter Exit Trips IN Trips OUT
1.00% Dist. % Dist. % 34 24
Full Build
Volumes
LOCATION
NUMBER
INTERSECTION
DESCRIPTION
Existing
Volume
Bkgd
Volume
Proposed canopy Ithaca by Hilton Total Site
Trips
5 E. Seneca St/
N. Aurora St
SR
ST
SL
WR 135 138 138
WT 560 571 20% 5 5 576
WL
NR
NT 325 332 332
NL 165 168 80% 19 19 187
ER
ET
EL
6 E. Seneca St/
Tioga St
SR 103 105 105
ST
SL
WR 68 69 69
WT 654 667 667
WL
NR
NT
NL
ER
ET
EL
7 Seneca St/
N. Cayuga St
SR 65 66 66
ST 360 367 5% 2 2 369
SL
WR 100 102 102
WT 600 612 612
WL 200 204 204
NR
NT
NL
ER
ET
EL
8 Green St/
S. Cayuga St
SR
ST 275 281 281
SL 145 148 5% 2 2 150
WR
WT
WL
NR 250 255 20% 7 7 262
NT
NL
ER 55 56 56
ET 575 587 50% 17 17 604
EL
PROPOSED canopy ITHACA | THE COMMONS BY HILTON
CITY OF ITHACA, TOMPKINS COUNTY, NY
PM PEAK
Num of yrs
2
Enter Exit Trips IN Trips OUT
1.00% Dist. % Dist. % 39 36
1 State St (MLK Jr. St)/
Seneca Way West
SR
ST
SL
WR 615 627 627
WT 390 398 10%4 4 402
WL
NR 650 663 663
NT
NL
ER
ET 130 133 133
EL
2 State St/
Green St
SR
ST
SL
WR
WT 390 398 10%4 4 402
WL
NR
NT 265 270 270
NL 150 153 75%29 29 182
ER
ET 130 133 133
EL 20 20 20%7 7 27
3 State St/
Proposed Driveway
SR 80%29 29 29
ST
SL 20%7 7 7
WR 85%33 33 33
WT 540 551 551
WL
NR
NT
NL
ER
ET 150 153 153
EL 15%6 6 6
4 State St/
S. Aurora St
SR
ST
SL
WR 90 92 80%29 29 121
WT
WL 475 485 485
NR 125 128 15%6 6 134
NT 430 439 439
NL
ER
ET
EL
Total Site
Trips
Full Build
Volumes
LOCATION
NUMBER
INTERSECTION
DESCRIPTION
Existing
Volume
Bkgd
Volume
Proposed canopy Ithaca by Hilton
Num of yrs
2
Enter Exit Trips IN Trips OUT
1.00% Dist. % Dist. % 39 36
Total Site
Trips
Full Build
Volumes
LOCATION
NUMBER
INTERSECTION
DESCRIPTION
Existing
Volume
Bkgd
Volume
Proposed canopy Ithaca by Hilton
5 E. Seneca St/
N. Aurora St
SR
ST
SL
WR 205 209 209
WT 825 842 20%7 7 849
WL
NR
NT 300 306 306
NL 215 219 80%29 29 248
ER
ET
EL
6 E. Seneca St/
Tioga St
SR 199 203 203
ST
SL
WR 42 43 43
WT 950 969 969
WL
NR
NT
NL
ER
ET
EL
7 Seneca St/
N. Cayuga St
SR 70 71 71
ST 380 388 5%2 2 390
SL
WR 110 112 112
WT 900 918 918
WL 300 306 306
NR
NT
NL
ER
ET
EL
8 Green St/
S. Cayuga St
SR
ST 445 454 454
SL 205 209 5%2 2 211
WR
WT
WL
NR 290 296 20%8 8 304
NT
NL
ER 45 46 46
ET 525 536 50%20 20 556
EL
SenecaGarageNumber% Number%451 Daytime210 60% 241 40%EveningCurrent*150 42% 301 57%EveningwithCanopyHotel** 273 77% 178 22%*Includes100spacesundercontracttotheHiltonGardenInn**Assumes100%hoteloccupancywithonecar/roomSource:FrankNagy,CityDirectorofParkingSpacesOccupiedSpacesAvailableTotalnumberofspacesingarage
A3
Level of Service:
Criteria and Definitions
Level of Service Criteria
Highway Capacity Manual 2010
SIGNALIZED INTERSECTIONS
Level of Service is a qualitative measure describing operational conditions within a traffic
stream, based on service measures such as speed and travel time, freedom to maneuver, traffic
interruptions, comfort, and convenience. Level of Service for signalized intersections is defined
in terms of delay specifically, average total delay per vehicle for a 15 minute analysis period. The
ranges are as follows:
Level Control Delay
of per vehicle
Service (seconds)
A < 10
B 10 – 20
C 20 – 35
D 35 – 55
E 55 – 80
F >80
UNSIGNALIZED INTERSECTIONS
Level of Service for unsignalized intersections is also defined in terms of delay. However, the
delay criteria are different from a signalized intersection. The primary reason for this is driver
expectation that a signalized intersection is designed to carry higher volumes than an
unsignalized intersection. The total delay threshold for any given Level of Service is less for an
unsignalized intersection than for a signalized intersection. The ranges are as follows:
Level Control Delay
of per vehicle
Service (seconds)
A < 10
B 10 – 15
C 15 – 25
D 25 – 35
E 35 - 50
F >50
A4
Level of Service Calculations:
Existing Conditions
Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour4: MLK Jr St & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 1Lane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph)300 45 445 95 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)13 12 16 16 12 12Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.970.99Frt0.982 0.976Flt Protected0.958Satd. Flow (prot)1530 0 1753 0 0 0Flt Permitted0.958Satd. Flow (perm)1496 0 1753 0 0 0Right Turn on RedNoYesSatd. Flow (RTOR)19Link Speed (mph)303030Link Distance (ft)382494313Travel Time (s)8.711.27.1Confl. Peds. (#/hr)20 1320 20Peak Hour Factor0.85 0.85 0.95 0.95 0.94 0.94Heavy Vehicles (%)9% 4% 5% 5% 2% 2%Bus Blockages (#/hr)005500Adj. Flow (vph) 353 53 468 100 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 406 0 568 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft)1300Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.10 1.14 1.00 0.97 1.14 1.14Turning Speed (mph) 15 99 15Turn TypeProtected Phases 8 2Permitted PhasesMinimum Split (s) 36.0 44.0Total Split (s)36.0 0.0 44.0 0.0 0.0 0.0Total Split (%)45.0% 0.0% 55.0% 0.0% 0.0% 0.0%Maximum Green (s) 31.039.0Yellow Time (s)4.04.0All-Red Time (s)1.01.0Lost Time Adjust (s) -1.0 0.0 -1.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 18.0 26.0Flash Dont Walk (s) 13.013.0Pedestrian Calls (#/hr) 50 30Act Effct Green (s)32.040.0Actuated g/C Ratio 0.400.50Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour4: MLK Jr St & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 2Lane GroupWBL WBR NBT NBR SBL SBTv/c Ratio0.660.64Control Delay26.018.3Queue Delay0.80.0Total Delay26.818.3LOSCBApproach Delay26.818.3Approach LOSCBIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 72 (90%), Referenced to phase 8:WBL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.66Intersection Signal Delay: 21.8 Intersection LOS: CIntersection Capacity Utilization 65.3%ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 4: MLK Jr St & Aurora Street
Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 3Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)00005601351653250000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 12 12 13 12 12 12 12Storage Length (ft)00 0150 00 00Storage Lanes00 01 00 00Taper Length (ft)2525 2525 2525 2525Lane Util. Factor1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00Frt0.850Flt Protected0.983Satd. Flow (prot)00002683 1425 0 28020000Flt Permitted0.983Satd. Flow (perm)00002683 1425 0 28020000Right Turn on RedNoNo NoNoNoSatd. Flow (RTOR)Link Speed (mph)30303030Link Distance (ft)312155313162Travel Time (s)7.13.57.13.7Peak Hour Factor0.93 0.93 0.93 0.95 0.95 0.95 0.98 0.98 0.98 0.93 0.93 0.93Heavy Vehicles (%)6% 6% 6% 6% 9% 2% 8% 5% 2% 2% 2% 2%Parking (#/hr)2020 20Adj. Flow (vph)00005891421683320000Shared Lane Traffic (%)Lane Group Flow (vph)000058914205000000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.30 1.14 1.14 1.25 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Turn TypePerm PermProtected Phases82Permitted Phases8 2Minimum Split (s)40.0 40.0 40.0 40.0Total Split (s) 0.0 0.0 0.0 0.0 40.0 40.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 50.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 35.0 35.0 35.0 35.0Yellow Time (s)3.5 3.5 3.0 3.0All-Red Time (s)1.5 1.5 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)23.0 23.0 22.0 22.0Flash Dont Walk (s)12.0 12.0 13.0 13.0Pedestrian Calls (#/hr)75 75 75 75Act Effct Green (s) 35.0 35.0 35.0Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 4Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRActuated g/C Ratio0.44 0.440.44v/c Ratio0.50 0.230.41Control Delay18.1 15.35.7Queue Delay0.0 0.00.0Total Delay18.1 15.35.7LOSB BAApproach Delay17.55.7Approach LOSBAIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBT, Start of Green, Master IntersectionNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.50Intersection Signal Delay: 12.7Intersection LOS: BIntersection Capacity Utilization 40.8% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 5: Seneca Street & Aurora Street
Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 5Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)0 0 654 68 0 103Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 11 12 12 12Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Frt0.9860.865Flt ProtectedSatd. Flow (prot)0 0 3373 0 0 1611Flt PermittedSatd. Flow (perm)0 0 3373 0 0 1611Right Turn on Red Yes YesSatd. Flow (RTOR)20180Link Speed (mph)30 3030Link Distance (ft)600 312221Travel Time (s)13.6 7.15.0Peak Hour Factor0.92 0.92 0.95 0.95 0.55 0.55Adj. Flow (vph)0 0 688 72 0 187Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 760 0 0 187Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.00 1.00 1.04 1.00 1.00 1.00Turning Speed (mph) 159 15 9Turn TypecustomProtected Phases86Permitted PhasesMinimum Split (s) 45.0 35.0Total Split (s)0.0 0.0 45.0 0.0 0.0 35.0Total Split (%)0.0% 0.0% 56.3% 0.0% 0.0% 43.8%Maximum Green (s)40.030.0Yellow Time (s)3.53.5All-Red Time (s)1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 5.0 4.0 4.0 5.0Lead/LagLead-Lag Optimize?Walk Time (s) 29.0 17.0Flash Dont Walk (s)11.013.0Pedestrian Calls (#/hr)6040Act Effct Green (s)40.030.0Actuated g/C Ratio0.500.38v/c Ratio0.450.26Control Delay6.94.2Queue Delay0.20.0Total Delay7.04.2Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 6Lane GroupEBL EBT WBT WBR SBL SBRLOSAAApproach Delay7.0Approach LOSAIntersection SummaryArea Type:OtherCycle Length: 80Actuated Cycle Length: 80Offset: 4 (5%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.45Intersection Signal Delay: 6.5 Intersection LOS: AIntersection Capacity Utilization 36.9%ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: Seneca Street & Tioga Street
Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 7Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 0 0 200 600 100000036065Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.990.99Frt0.9830.979Flt Protected0.989Satd. Flow (prot)00002855000001260 0Flt Permitted0.989Satd. Flow (perm)00002836000001260 0Right Turn on RedYes NoNoNoNoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)366600644163Travel Time (s)8.313.614.63.7Confl. Peds. (#/hr)485138Peak Hour Factor0.92 0.92 0.92 0.90 0.90 0.90 0.92 0.93 0.93 0.89 0.89 0.89Heavy Vehicles (%)6% 6% 6% 4% 11% 14% 2% 2% 2% 2% 5% 9%Parking (#/hr)202020Adj. Flow (vph)0 0 0 222 667 111000040473Shared Lane Traffic (%)Lane Group Flow (vph)00001000000004770Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.51 1.14Turning Speed (mph) 159 159 159 159Turn TypecustomProtected Phases6Permitted Phases 8 8Minimum Split (s)44.0 44.036.0Total Split (s)0.0 0.0 0.0 44.0 44.0 0.0 0.0 0.0 0.0 0.0 36.0 0.0Total Split (%)0.0% 0.0% 0.0% 55.0% 55.0% 0.0% 0.0% 0.0% 0.0% 0.0% 45.0% 0.0%Maximum Green (s) 39.0 39.0 31.0Yellow Time (s)3.5 3.53.5All-Red Time (s)1.5 1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)26.0 26.017.0Flash Dont Walk (s)13.0 13.014.0Pedestrian Calls (#/hr)50 5075Act Effct Green (s)39.031.0Actuated g/C Ratio0.490.39v/c Ratio0.720.98Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 8Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRControl Delay10.862.5Queue Delay0.00.0Total Delay10.862.5LOSBEApproach Delay10.862.5Approach LOSBEIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 15 (19%), Referenced to phase 8:WBTL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.98Intersection Signal Delay: 27.5Intersection LOS: CIntersection Capacity Utilization 66.8% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 7: Seneca Street & Cayuga Street
Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 9Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 575 55000002501452750Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.990.93 0.94Frt0.9870.865Flt Protected0.950Satd. Flow (prot)0 26790000001269 1325 1439 0Flt Permitted0.950Satd. Flow (perm)0 26790000001181 1248 1439 0Right Turn on Red No No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)363972319644Travel Time (s)8.322.17.314.6Confl. Peds. (#/hr)1959 5919 8955 5589Peak Hour Factor0.86 0.86 0.86 0.95 0.95 0.95 0.79 0.79 0.79 0.92 0.92 0.92Heavy Vehicles (%)0% 12% 3% 6% 6% 6% 2% 2% 2% 3% 4% 0%Bus Blockages (#/hr)0000000001000Parking (#/hr)5 5 55 5 5Adj. Flow (vph)0 669 64000003161582990Shared Lane Traffic (%)Lane Group Flow (vph) 0 7330000003161582990Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.24 1.14 1.14 1.14 1.14 1.14 1.14 1.35 1.42 1.35 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 11 1 1Detector Template Leading Detector (ft)5050 50 50Trailing Detector (ft)00 0 0Detector 1 Position(ft)00 0 0Detector 1 Size(ft)5050 50 50Detector 1 TypeCl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s)0.00.0 0.0 0.0Detector 1 Queue (s)0.00.0 0.0 0.0Detector 1 Delay (s)0.00.0 0.0 0.0Turn Typecustom PermProtected Phases36Permitted Phases26Detector Phase32 6 6Switch PhaseMinimum Initial (s)9.510.0 10.0 10.0Minimum Split (s)14.515.5 15.0 15.0Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 10Lane Groupø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorHeavy Vehicles (%)Bus Blockages (#/hr)Parking (#/hr)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)10.0Minimum Split (s)27.0
Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 11Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (s)0.0 37.0 0.0 0.0 0.0 0.0 0.0 0.0 31.0 31.0 31.0 0.0Total Split (%)0.0% 38.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 32.6% 32.6% 32.6% 0.0%Maximum Green (s)32.026.0 26.0 26.0Yellow Time (s)3.53.5 3.5 3.5All-Red Time (s)1.51.5 1.5 1.5Lost Time Adjust (s) 0.0 -1.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.0 -1.0 -1.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeMaxMax Max MaxWalk Time (s)Flash Dont Walk (s)Pedestrian Calls (#/hr)Act Effct Green (s)33.927.7 27.7 27.7Actuated g/C Ratio0.430.35 0.35 0.35v/c Ratio0.640.76 0.36 0.59Control Delay23.640.6 25.6 30.3Queue Delay0.00.0 0.0 0.0Total Delay23.640.6 25.6 30.3LOSCD C CApproach Delay23.628.7Approach LOSCCIntersection SummaryArea Type:CBDCycle Length: 95Actuated Cycle Length: 78.8Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.76Intersection Signal Delay: 28.7Intersection LOS: CIntersection Capacity Utilization 66.8% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 8: Green Street & Cayuga StreetProposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 12Lane Groupø4Total Split (s)27.0Total Split (%)28%Maximum Green (s) 22.0Yellow Time (s) 3.0All-Red Time (s)2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0Recall ModeNoneWalk Time (s) 7.0Flash Dont Walk (s) 15.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 13Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)10 95 0 0 265 0 65 1250000Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor1.001.00FrtFlt Protected 0.995 0.950Satd. Flow (prot)0 1591 0 0 1613 0 1354 16600000Flt Permitted 0.947 0.950Satd. Flow (perm)0 1512 0 0 1613 0 1350 16600000Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)382133127216Travel Time (s)8.73.02.94.9Confl. Peds. (#/hr)822 228 11 11Peak Hour Factor0.86 0.86 0.86 0.83 0.83 0.83 0.85 0.85 0.85 0.92 0.92 0.97Heavy Vehicles (%) 25% 5% 0% 0% 6% 0% 20% 3% 0% 0% 0% 0%Adj. Flow (vph) 12 110 0 0 319 0 76 1470000Shared Lane Traffic (%)Lane Group Flow (vph) 0 122 0 0 319 0 76 1470000Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 1 111 1Detector Template Leading Detector (ft)50 505050 50Trailing Detector (ft)0 000 0Detector 1 Position(ft)0 000 0Detector 1 Size(ft)50 505050 50Detector 1 TypeCl+Ex Cl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.00.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.00.00.0 0.0Turn TypePermSplitProtected Phases32 31 1Permitted Phases3Detector Phase3 32 31 1Switch PhaseMinimum Initial (s)7.0 7.07.0 7.0Minimum Split (s)22.0 22.024.0 24.0Total Split (s)24.0 24.0 0.0 0.0 48.0 0.0 36.0 36.0 0.0 0.0 0.0 0.0Total Split (%)25.3% 25.3% 0.0% 0.0% 50.5% 0.0% 37.9% 37.9% 0.0% 0.0% 0.0% 0.0%Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 14Lane Groupø2 ø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorHeavy Vehicles (%)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases2 4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)7.0 6.0Minimum Split (s)22.0 11.0Total Split (s)24.0 11.0Total Split (%)25% 12%
Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 15Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s) 19.0 19.031.0 31.0Yellow Time (s)3.0 3.03.0 3.0All-Red Time (s)2.0 2.02.0 2.0Lost Time Adjust (s) -1.0 -1.0 0.0 0.0 -1.0 0.0 -1.0 -1.0 0.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lead Lead LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeNone NoneNone NoneWalk Time (s)7.0 7.07.0 7.0Flash Dont Walk (s) 10.0 10.012.0 12.0Pedestrian Calls (#/hr) 0 00 0Act Effct Green (s)14.536.928.4 28.4Actuated g/C Ratio0.170.440.34 0.34v/c Ratio0.470.450.17 0.26Control Delay39.419.622.4 23.2Queue Delay0.03.60.0 0.0Total Delay39.423.222.4 23.2LOSDCC CApproach Delay39.423.222.9Approach LOSDCCIntersection SummaryArea Type:CBDCycle Length: 95Actuated Cycle Length: 84.7Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.70Intersection Signal Delay: 26.1Intersection LOS: CIntersection Capacity Utilization 29.8% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 17: MLK Jr St & Seneca WayProposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 16Lane Groupø2 ø4Maximum Green (s) 19.0 6.0Yellow Time (s) 3.0 3.0All-Red Time (s)2.0 2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0Recall ModeNone MinWalk Time (s) 7.0Flash Dont Walk (s) 10.0Pedestrian Calls (#/hr) 0Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour31: MLK Jr St & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 17Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Lane ConfigurationsVolume (vph)95 0 0 265 0 625Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.98Frt0.865Flt ProtectedSatd. Flow (prot) 1810 0 0 1810 0 1709Flt PermittedSatd. Flow (perm) 1810 0 0 1810 0 1666Right Turn on RedYesNoSatd. Flow (RTOR)Link Speed (mph)3030 30Link Distance (ft)133167 203Travel Time (s)3.03.8 4.6Confl. Peds. (#/hr)14 146 2Peak Hour Factor0.78 0.78 0.86 0.86 0.88 0.88Heavy Vehicles (%)5% 5% 5% 5% 9% 9%Adj. Flow (vph)122 0 0 308 0 710Shared Lane Traffic (%)Lane Group Flow (vph) 122 0 0 308 0 710Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(ft)00 0Link Offset(ft)00 0Crosswalk Width(ft)1616 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 0.85Turning Speed (mph)9 1515 9Number of Detectors 111Detector Template Leading Detector (ft) 50 50 50Trailing Detector (ft)000Detector 1 Position(ft)000Detector 1 Size(ft)505050Detector 1 TypeCl+ExCl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0Detector 1 Queue (s) 0.00.00.0Detector 1 Delay (s) 0.00.00.0Turn TypecustomProtected Phases3 41 2 3 41234Permitted Phases1 2Detector Phase3 41 2 3 41 2Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 6.0Minimum Split (s)24.0 22.0 22.0 11.0Total Split (s)35.0 0.0 0.0 95.0 0.0 60.0 36.0 24.0 24.0 11.0Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour31: MLK Jr St & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 18Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Total Split (%)36.8% 0.0% 0.0% 100.0% 0.0% 63.2% 38% 25% 25% 12%Maximum Green (s)31.0 19.0 19.0 6.0Yellow Time (s)3.0 3.0 3.0 3.0All-Red Time (s)2.0 2.0 2.0 2.0Lost Time Adjust (s) -1.5 0.0 0.0 -1.5 0.0 -1.5Total Lost Time (s) 3.5 4.0 4.0 3.5 4.0 3.5Lead/LagLead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s)3.0 3.0 3.0 3.0Recall ModeNone None None MinWalk Time (s)7.0 7.0 7.0Flash Dont Walk (s)12.0 10.0 10.0Pedestrian Calls (#/hr)0 0 0Act Effct Green (s)26.284.751.3Actuated g/C Ratio 0.311.000.61v/c Ratio0.220.170.70Control Delay3.00.216.7Queue Delay1.10.10.0Total Delay4.10.316.7LOSAABApproach Delay4.10.3Approach LOSAAIntersection SummaryArea Type:OtherCycle Length: 95Actuated Cycle Length: 84.7Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.70Intersection Signal Delay: 10.9 Intersection LOS: BIntersection Capacity Utilization 54.5%ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 31: MLK Jr St & Green Street
Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour39: Seneca Way & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 19Lane GroupNBL NBR SET SER NWL NWTLane ConfigurationsVolume (vph)1350000525Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00FrtFlt Protected 0.950Satd. Flow (prot)157700001762Flt Permitted0.950Satd. Flow (perm)157700001762Link Speed (mph)303030Link Distance (ft)216267427Travel Time (s)4.96.19.7Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)3% 3% 2% 2% 10% 10%Adj. Flow (vph)1470000571Shared Lane Traffic (%)Lane Group Flow (vph) 1470000571Enter Blocked Intersection Yes No No No No YesLane AlignmentLeft Right Left Right Left LeftMedian Width(ft)1200Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 0.97Turning Speed (mph) 15 99 15Sign ControlFreeFreeFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 45.7% ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour45: Green Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 20Lane GroupWBL WBR SBL SBR NEL NERLane ConfigurationsVolume (vph)0000190625Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt Protected0.950Satd. Flow (prot)00001490 1333Flt Permitted0.950Satd. Flow (perm)00001490 1333Link Speed (mph)303030Link Distance (ft)203127302Travel Time (s)4.62.96.9Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)2% 2% 2% 2% 9% 9%Adj. Flow (vph)0000207679Shared Lane Traffic (%)Lane Group Flow (vph)0000207679Enter Blocked Intersection No No No No Yes YesLane Alignment Left Right Left Right Left RightMedian Width(ft)0012Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 15 9 15 9 15 9Sign ControlStopStopFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 46.3%ICU Level of Service AAnalysis Period (min) 15
Proposed canopy Ithaca Hotel2014 Existing Conditions - AM Peak Hour57: MLK Jr St & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 21Lane GroupEBL EBT WBT WBR SEL SERLane ConfigurationsVolume (vph)0 720 265 525 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt ProtectedSatd. Flow (prot) 0 1569 1629 1321 0 0Flt PermittedSatd. Flow (perm) 0 1569 1629 1321 0 0Link Speed (mph)30 3030Link Distance (ft)167 245427Travel Time (s)3.8 5.69.7Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)9% 9% 5% 10% 2% 2%Adj. Flow (vph)0 783 288 571 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 783 288 571 0 0Enter Blocked Intersection No Yes Yes Yes No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 15 9Sign ControlFree FreeStopIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 45.4%ICU Level of Service AAnalysis Period (min) 15
Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour4: MLK Jr Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 1Lane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph)475 90 430 125 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)13 12 16 16 12 12Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.900.98Frt0.978 0.970Flt Protected0.960Satd. Flow (prot)1591 0 1786 0 0 0Flt Permitted0.960Satd. Flow (perm)1447 0 1786 0 0 0Right Turn on RedNoYesSatd. Flow (RTOR)26Link Speed (mph)303030Link Distance (ft)382494313Travel Time (s)8.711.27.1Confl. Peds. (#/hr)84 5462Peak Hour Factor0.94 0.94 0.97 0.97 0.94 0.94Heavy Vehicles (%)4% 0% 1% 2% 2% 2%Bus Blockages (#/hr)005500Adj. Flow (vph) 505 96 443 129 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 601 0 572 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft)1300Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.10 1.14 1.00 0.97 1.14 1.14Turning Speed (mph) 15 99 15Turn TypeProtected Phases 8 2Permitted PhasesMinimum Split (s) 36.0 44.0Total Split (s)36.0 0.0 44.0 0.0 0.0 0.0Total Split (%)45.0% 0.0% 55.0% 0.0% 0.0% 0.0%Maximum Green (s) 31.039.0Yellow Time (s)4.04.0All-Red Time (s)1.01.0Lost Time Adjust (s) -1.0 0.0 -1.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 18.0 26.0Flash Dont Walk (s) 13.013.0Pedestrian Calls (#/hr) 50 30Act Effct Green (s)32.040.0Actuated g/C Ratio 0.400.50Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour4: MLK Jr Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 2Lane GroupWBL WBR NBT NBR SBL SBTv/c Ratio0.940.63Control Delay49.917.8Queue Delay19.10.0Total Delay68.917.8LOSEBApproach Delay68.917.8Approach LOSEBIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 72 (90%), Referenced to phase 8:WBL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.94Intersection Signal Delay: 44.0 Intersection LOS: DIntersection Capacity Utilization 77.3%ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 4: MLK Jr Street & Aurora Street
Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 3Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)00008252052153000000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 12 12 13 12 12 12 12Storage Length (ft)00 0150 00 00Storage Lanes00 01 00 00Taper Length (ft)2525 2525 2525 2525Lane Util. Factor1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00Ped Bike Factor0.850.93Frt0.850Flt Protected0.980Satd. Flow (prot)00002733 1439 0 29320000Flt Permitted 0.980Satd. Flow (perm)00002733 1226 0 27260000Right Turn on Red No No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)319155313395Travel Time (s)7.33.57.19.0Confl. Peds. (#/hr)110 140Peak Hour Factor0.93 0.93 0.93 0.89 0.89 0.89 0.90 0.90 0.90 0.93 0.93 0.93Heavy Vehicles (%)6% 6% 6% 0% 7% 1% 1% 1% 0% 2% 2% 2%Parking (#/hr)2020 20Adj. Flow (vph)00009272302393330000Shared Lane Traffic (%)Lane Group Flow (vph)000092723005720000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.30 1.14 1.14 1.25 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Turn TypePerm PermProtected Phases82Permitted Phases8 2Minimum Split (s)35.0 35.0 35.0 35.0Total Split (s) 0.0 0.0 0.0 0.0 40.0 40.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 50.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 35.0 35.0 35.0 35.0Yellow Time (s)3.5 3.5 3.5 3.5All-Red Time (s)1.5 1.5 1.5 1.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)7.0 7.0 7.0 7.0Flash Dont Walk (s)12.0 12.0 13.0 13.0Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 4Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPedestrian Calls (#/hr)75 75 75 75Act Effct Green (s) 35.0 35.0 35.0Actuated g/C Ratio0.44 0.440.44v/c Ratio0.78 0.430.48Control Delay24.6 18.79.4Queue Delay2.5 0.00.3Total Delay27.2 18.79.6LOSC BAApproach Delay25.59.6Approach LOSCAIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBT, Start of Green, Master IntersectionNatural Cycle: 70Control Type: PretimedMaximum v/c Ratio: 0.78Intersection Signal Delay: 20.3Intersection LOS: CIntersection Capacity Utilization 49.8% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 5: Seneca Street & Aurora Street
Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 5Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)0 0 950 42 0 199Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 11 12 12 12Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Ped Bike Factor0.99Frt 0.994 0.865Flt ProtectedSatd. Flow (prot) 0 0 2781 0 0 1450Flt PermittedSatd. Flow (perm) 0 0 2781 0 0 1450Right Turn on RedNoNoSatd. Flow (RTOR)Link Speed (mph)30 3030Link Distance (ft)592 319396Travel Time (s)13.5 7.39.0Confl. Peds. (#/hr)17950Peak Hour Factor0.94 0.94 0.88 0.88 0.86 0.86Heavy Vehicles (%)6% 6% 6% 6% 2% 2%Bus Blockages (#/hr)0 0 24 24 0 0Parking (#/hr)0Adj. Flow (vph)0 0 1080 48 0 231Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 1128 0 0 231Enter Blocked Intersection No No No No No NoLane AlignmentLeft Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor 1.14 1.14 1.27 1.14 1.14 1.14Turning Speed (mph) 159 15 9Turn TypecustomProtected Phases86Permitted PhasesMinimum Split (s)47.033.0Total Split (s)0.0 0.0 47.0 0.0 0.0 33.0Total Split (%)0.0% 0.0% 58.8% 0.0% 0.0% 41.3%Maximum Green (s) 42.0 28.0Yellow Time (s)3.53.5All-Red Time (s)1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 5.0 4.0 4.0 5.0Lead/LagLead-Lag Optimize?Walk Time (s)31.015.0Flash Dont Walk (s)11.013.0Pedestrian Calls (#/hr)6040Act Effct Green (s)42.028.0Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 6Lane GroupEBL EBT WBT WBR SBL SBRActuated g/C Ratio0.520.35v/c Ratio0.770.45Control Delay12.223.7Queue Delay2.60.0Total Delay14.723.7LOSBCApproach Delay14.7Approach LOS BIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 6 (8%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.77Intersection Signal Delay: 16.2Intersection LOS: BIntersection Capacity Utilization 66.7% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 6: Seneca Street & Tioga Street
Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 7Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 0 0 300 900 110000038070Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.980.98Frt0.9870.979Flt Protected0.989Satd. Flow (prot)00003007000001270 0Flt Permitted0.989Satd. Flow (perm)00002979000001270 0Right Turn on RedYes NoNoNoNoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)664592644397Travel Time (s)15.113.514.69.0Confl. Peds. (#/hr)7171108Peak Hour Factor0.92 0.92 0.92 0.98 0.98 0.98 0.92 0.93 0.93 0.94 0.94 0.94Heavy Vehicles (%)6% 6% 6% 4% 5% 4% 2% 2% 2% 0% 2% 14%Parking (#/hr)202020Adj. Flow (vph)0 0 0 306 918 112000040474Shared Lane Traffic (%)Lane Group Flow (vph)00001336000004780Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.51 1.14Turning Speed (mph) 159 159 159 159Turn TypecustomProtected Phases6Permitted Phases 8 8Minimum Split (s)46.0 46.034.0Total Split (s)0.0 0.0 0.0 46.0 46.0 0.0 0.0 0.0 0.0 0.0 34.0 0.0Total Split (%)0.0% 0.0% 0.0% 57.5% 57.5% 0.0% 0.0% 0.0% 0.0% 0.0% 42.5% 0.0%Maximum Green (s) 41.0 41.0 29.0Yellow Time (s)3.5 3.53.5All-Red Time (s)1.5 1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)28.0 28.015.0Flash Dont Walk (s)13.0 13.014.0Pedestrian Calls (#/hr)50 5075Act Effct Green (s)41.029.0Actuated g/C Ratio0.510.36v/c Ratio0.871.04Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 8Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRControl Delay12.680.6Queue Delay0.00.0Total Delay12.680.6LOSBFApproach Delay12.680.6Approach LOSBFIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 14 (18%), Referenced to phase 8:WBTL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 1.04Intersection Signal Delay: 30.5Intersection LOS: CIntersection Capacity Utilization 77.9% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 7: Seneca Street & Cayuga Street
Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 9Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 525 45000002902054450Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9880.865Flt Protected0.950Satd. Flow (prot) 0 27710000001281 1312 1467 0Flt Permitted0.950Satd. Flow (perm) 0 27710000001281 1312 1467 0Right Turn on RedNoNoNo NoNoSatd. Flow (RTOR)Link Speed (mph)30303030Link Distance (ft)662972743644Travel Time (s)15.022.116.914.6Peak Hour Factor0.89 0.89 0.89 0.95 0.95 0.95 0.84 0.84 0.84 0.96 0.96 0.96Heavy Vehicles (%)0% 9% 4% 6% 6% 6% 0% 0% 1% 4% 2% 0%Bus Blockages (#/hr)0000000001000Parking (#/hr)5 5 55 5 5Adj. Flow (vph)0 590 51000003452144640Shared Lane Traffic (%)Lane Group Flow (vph) 0 6410000003452144640Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.24 1.14 1.14 1.14 1.14 1.14 1.14 1.35 1.42 1.35 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 11 1 1Detector Template Leading Detector (ft)5050 50 50Trailing Detector (ft)00 0 0Detector 1 Position(ft)00 0 0Detector 1 Size(ft)5050 50 50Detector 1 TypeCl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s)0.00.0 0.0 0.0Detector 1 Queue (s)0.00.0 0.0 0.0Detector 1 Delay (s)0.00.0 0.0 0.0Turn Typecustom PermProtected Phases36Permitted Phases26Detector Phase32 6 6Switch PhaseMinimum Initial (s)10.010.0 10.0 10.0Minimum Split (s)15.015.5 15.0 15.0Total Split (s)0.0 30.0 0.0 0.0 0.0 0.0 0.0 0.0 43.0 43.0 43.0 0.0Total Split (%)0.0% 30.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 43.0% 43.0% 43.0% 0.0%Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 10Lane Groupø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Peak Hour FactorHeavy Vehicles (%)Bus Blockages (#/hr)Parking (#/hr)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)10.0Minimum Split (s)27.0Total Split (s)27.0Total Split (%)27%
Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 11Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s)25.038.0 38.0 38.0Yellow Time (s)3.53.5 3.5 3.5All-Red Time (s)1.51.5 1.5 1.5Lost Time Adjust (s) 0.0 -1.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.0 -1.0 -1.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeMaxMax Max MaxWalk Time (s)Flash Dont Walk (s)Pedestrian Calls (#/hr)Act Effct Green (s)26.639.9 39.9 39.9Actuated g/C Ratio0.320.48 0.48 0.48v/c Ratio0.730.57 0.34 0.66Control Delay33.923.7 19.0 26.2Queue Delay0.00.0 0.0 0.0Total Delay33.923.7 19.0 26.2LOSCC B CApproach Delay33.923.9Approach LOSCCIntersection SummaryArea Type:CBDCycle Length: 100Actuated Cycle Length: 83.8Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.73Intersection Signal Delay: 27.7Intersection LOS: CIntersection Capacity Utilization 77.9% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 8: Green Street & Cayuga StreetProposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 12Lane Groupø4Maximum Green (s) 22.0Yellow Time (s) 3.0All-Red Time (s)2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0Recall ModeNoneWalk Time (s) 7.0Flash Dont Walk (s) 15.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 13Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)20 130 0 0 390 0 150 2650000Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.99FrtFlt Protected 0.993 0.950Satd. Flow (prot)0 1665 0 0 1676 0 1593 16760000Flt Permitted 0.904 0.950Satd. Flow (perm)0 1499 0 0 1676 0 1593 16760000Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)382133127216Travel Time (s)8.73.02.94.9Confl. Peds. (#/hr)50Peak Hour Factor0.78 0.78 0.78 0.95 0.95 0.95 0.86 0.86 0.86 0.92 0.92 0.97Adj. Flow (vph)26 167 0 0 411 0 174 3080000Shared Lane Traffic (%)Lane Group Flow (vph) 0 193 0 0 411 0 174 3080000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 1 111 1Detector Template Leading Detector (ft) 50 50 50 50 50Trailing Detector (ft)0 000 0Detector 1 Position(ft)0 000 0Detector 1 Size(ft)50 505050 50Detector 1 TypeCl+Ex Cl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.00.00.0 0.0Detector 1 Delay (s) 0.0 0.00.00.0 0.0Turn TypePermSplitProtected Phases32 31 1Permitted Phases3Detector Phase3 32 31 1Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 7.0Minimum Split (s)22.0 22.024.0 24.0Total Split (s)24.0 24.0 0.0 0.0 49.0 0.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)24.0% 24.0% 0.0% 0.0% 49.0% 0.0% 40.0% 40.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 19.0 19.035.0 35.0Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 14Lane Groupø2 ø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorAdj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases 2 4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s) 7.0 6.0Minimum Split (s)22.0 11.0Total Split (s)25.0 11.0Total Split (%)25% 11%Maximum Green (s) 20.0 6.0
Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 15Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRYellow Time (s)3.0 3.03.0 3.0All-Red Time (s)2.0 2.02.0 2.0Lost Time Adjust (s) -1.0 -1.0 0.0 0.0 -1.0 0.0 -1.0 -1.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead LeadLead LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.03.0 3.0Recall ModeNone NoneNone NoneWalk Time (s)7.0 7.07.0 7.0Flash Dont Walk (s) 10.0 10.012.0 12.0Pedestrian Calls (#/hr) 5 525 25Act Effct Green (s)17.641.631.6 31.6Actuated g/C Ratio0.190.450.34 0.34v/c Ratio0.680.550.32 0.54Control Delay49.222.524.9 29.0Queue Delay0.08.10.0 0.0Total Delay49.230.724.9 29.0LOSDCC CApproach Delay49.230.727.5Approach LOSDCCIntersection SummaryArea Type:CBDCycle Length: 100Actuated Cycle Length: 92.6Natural Cycle: 80Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.68Intersection Signal Delay: 32.6 Intersection LOS: CIntersection Capacity Utilization 48.6%ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 17: MLK Jr Street & Seneca WayProposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 16Lane Groupø2 ø4Yellow Time (s)3.0 3.0All-Red Time (s) 2.0 2.0Lost Time Adjust (s)Total Lost Time (s)Lead/LagLag LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0Recall Mode None MinWalk Time (s)7.0Flash Dont Walk (s) 10.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour31: MLK Jr Street & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 17Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Lane ConfigurationsVolume (vph)130 0 0 390 0 650Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.97Frt0.865Flt ProtectedSatd. Flow (prot) 1863 0 0 1863 0 1757Flt PermittedSatd. Flow (perm) 1863 0 0 1863 0 1713Right Turn on RedYesNoSatd. Flow (RTOR)Link Speed (mph)3030 30Link Distance (ft)133167 203Travel Time (s)3.03.8 4.6Confl. Peds. (#/hr)2Peak Hour Factor0.78 0.78 0.94 0.94 0.96 0.96Heavy Vehicles (%)2% 2% 2% 2% 6% 6%Adj. Flow (vph)167 0 0 415 0 677Shared Lane Traffic (%)Lane Group Flow (vph) 167 0 0 415 0 677Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(ft)00 0Link Offset(ft)00 0Crosswalk Width(ft)1616 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 0.85Turning Speed (mph)9 1515 9Number of Detectors 111Detector Template Leading Detector (ft) 50 50 50Trailing Detector (ft)000Detector 1 Position(ft)000Detector 1 Size(ft)505050Detector 1 TypeCl+ExCl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0Detector 1 Queue (s) 0.00.00.0Detector 1 Delay (s) 0.00.00.0Turn TypecustomProtected Phases3 41 2 3 41234Permitted Phases1 2Detector Phase3 41 2 3 41 2Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 6.0Minimum Split (s)24.0 22.0 22.0 11.0Total Split (s)35.0 0.0 0.0 100.0 0.0 65.0 40.0 25.0 24.0 11.0Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour31: MLK Jr Street & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 18Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Total Split (%)35.0% 0.0% 0.0% 100.0% 0.0% 65.0% 40% 25% 24% 11%Maximum Green (s)35.0 20.0 19.0 6.0Yellow Time (s)3.0 3.0 3.0 3.0All-Red Time (s)2.0 2.0 2.0 2.0Lost Time Adjust (s) -1.5 0.0 0.0 -1.5 0.0 -1.5Total Lost Time (s) 3.5 4.0 4.0 3.5 4.0 3.5Lead/LagLead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s)3.0 3.0 3.0 3.0Recall ModeNone None None MinWalk Time (s)7.0 7.0 7.0Flash Dont Walk (s)12.0 10.0 10.0Pedestrian Calls (#/hr)25 25 5Act Effct Green (s) 29.3 92.6 56.2Actuated g/C Ratio 0.321.000.61v/c Ratio0.280.220.65Control Delay1.00.315.6Queue Delay1.40.30.0Total Delay2.40.515.6LOSAABApproach Delay2.40.5Approach LOSAAIntersection SummaryArea Type:OtherCycle Length: 100Actuated Cycle Length: 92.6Natural Cycle: 80Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.68Intersection Signal Delay: 8.9 Intersection LOS: AIntersection Capacity Utilization 54.0%ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 31: MLK Jr Street & Green Street
Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour39: Seneca Way & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 19Lane GroupNBL NBR SET SER NWL NWTLane ConfigurationsVolume (vph)2850000615Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00FrtFlt Protected 0.950Satd. Flow (prot)159300001794Flt Permitted0.950Satd. Flow (perm)159300001794Link Speed (mph)303030Link Distance (ft)216267427Travel Time (s)4.96.19.7Peak Hour Factor0.92 0.92 0.92 0.92 0.94 0.94Heavy Vehicles (%)2% 2% 2% 2% 2% 8%Adj. Flow (vph)3100000654Shared Lane Traffic (%)Lane Group Flow (vph) 3100000654Enter Blocked Intersection Yes No No No No YesLane AlignmentLeft Right Left Right Left LeftMedian Width(ft)1200Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 0.97Turning Speed (mph) 15 99 15Sign ControlFreeFreeFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 60.2% ICU Level of Service BAnalysis Period (min) 15Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour45: Green Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 20Lane GroupWBL WBR SBL SBR NEL NERLane ConfigurationsVolume (vph)0000415650Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt Protected0.950Satd. Flow (prot)00001533 1371Flt Permitted0.950Satd. Flow (perm)00001533 1371Link Speed (mph)303030Link Distance (ft)203127302Travel Time (s)4.62.96.9Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)2% 2% 2% 2% 6% 6%Adj. Flow (vph)0000451707Shared Lane Traffic (%)Lane Group Flow (vph)0000451707Enter Blocked Intersection No No No No Yes YesLane Alignment Left Right Left Right Left RightMedian Width(ft)0012Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 15 9 15 9 15 9Sign ControlStopStopFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 48.1%ICU Level of Service AAnalysis Period (min) 15
Proposed canopy Ithaca Hotel2014 Existing Conditions - PM Peak Hour57: MLK Jr Street & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 21Lane GroupEBL EBT WBT WBR SEL SERLane ConfigurationsVolume (vph)0 780 390 615 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt ProtectedSatd. Flow (prot) 0 1676 1676 1346 0 0Flt PermittedSatd. Flow (perm) 0 1676 1676 1346 0 0Link Speed (mph)30 3030Link Distance (ft)167 245427Travel Time (s)3.8 5.69.7Peak Hour Factor0.96 0.96 0.94 0.94 0.92 0.92Heavy Vehicles (%)2% 2% 2% 8% 2% 2%Adj. Flow (vph)0 813 415 654 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 812 415 654 0 0Enter Blocked Intersection No Yes Yes Yes No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 15 9Sign ControlFree FreeStopIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 48.9%ICU Level of Service AAnalysis Period (min) 15
A5
Level of Service Calculations:
Background Conditions
Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour4: MLK Jr St & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 1Lane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph)306 46 454 97 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)13 12 16 16 12 12Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.970.99Frt0.982 0.976Flt Protected0.958Satd. Flow (prot)1530 0 1753 0 0 0Flt Permitted0.958Satd. Flow (perm)1496 0 1753 0 0 0Right Turn on RedNoYesSatd. Flow (RTOR)19Link Speed (mph)303030Link Distance (ft)382494313Travel Time (s)8.711.27.1Confl. Peds. (#/hr)20 1320 20Peak Hour Factor0.85 0.85 0.95 0.95 0.94 0.94Heavy Vehicles (%)9% 4% 5% 5% 2% 2%Bus Blockages (#/hr)005500Adj. Flow (vph) 360 54 478 102 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 414 0 580 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft)1300Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.10 1.14 1.00 0.97 1.14 1.14Turning Speed (mph) 15 99 15Turn TypeProtected Phases 8 2Permitted PhasesMinimum Split (s) 36.0 44.0Total Split (s)36.0 0.0 44.0 0.0 0.0 0.0Total Split (%)45.0% 0.0% 55.0% 0.0% 0.0% 0.0%Maximum Green (s) 31.039.0Yellow Time (s)4.04.0All-Red Time (s)1.01.0Lost Time Adjust (s) -1.0 0.0 -1.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 18.0 26.0Flash Dont Walk (s) 13.013.0Pedestrian Calls (#/hr) 50 30Act Effct Green (s)32.040.0Actuated g/C Ratio 0.400.50Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour4: MLK Jr St & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 2Lane GroupWBL WBR NBT NBR SBL SBTv/c Ratio0.680.65Control Delay26.518.7Queue Delay0.80.0Total Delay27.318.7LOSCBApproach Delay27.318.7Approach LOSCBIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 72 (90%), Referenced to phase 8:WBL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.68Intersection Signal Delay: 22.3 Intersection LOS: CIntersection Capacity Utilization 65.9%ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 4: MLK Jr St & Aurora Street
Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 3Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)00005711381683320000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 12 12 13 12 12 12 12Storage Length (ft)00 0150 00 00Storage Lanes00 01 00 00Taper Length (ft)2525 2525 2525 2525Lane Util. Factor1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00Frt0.850Flt Protected0.984Satd. Flow (prot)00002683 1425 0 28050000Flt Permitted0.984Satd. Flow (perm)00002683 1425 0 28050000Right Turn on RedNoNo NoNoNoSatd. Flow (RTOR)Link Speed (mph)30303030Link Distance (ft)312155313162Travel Time (s)7.13.57.13.7Peak Hour Factor0.93 0.93 0.93 0.95 0.95 0.95 0.98 0.98 0.98 0.93 0.93 0.93Heavy Vehicles (%)6% 6% 6% 6% 9% 2% 8% 5% 2% 2% 2% 2%Parking (#/hr)2020 20Adj. Flow (vph)00006011451713390000Shared Lane Traffic (%)Lane Group Flow (vph)000060114505100000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.30 1.14 1.14 1.25 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Turn TypePerm PermProtected Phases82Permitted Phases8 2Minimum Split (s)40.0 40.0 40.0 40.0Total Split (s) 0.0 0.0 0.0 0.0 40.0 40.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 50.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 35.0 35.0 35.0 35.0Yellow Time (s)3.5 3.5 3.0 3.0All-Red Time (s)1.5 1.5 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)23.0 23.0 22.0 22.0Flash Dont Walk (s)12.0 12.0 13.0 13.0Pedestrian Calls (#/hr)75 75 75 75Act Effct Green (s) 35.0 35.0 35.0Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 4Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRActuated g/C Ratio0.44 0.440.44v/c Ratio0.51 0.230.42Control Delay18.2 15.45.6Queue Delay0.0 0.00.0Total Delay18.2 15.45.6LOSB BAApproach Delay17.75.6Approach LOSBAIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.51Intersection Signal Delay: 12.8Intersection LOS: BIntersection Capacity Utilization 41.5% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 5: Seneca Street & Aurora Street
Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 5Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)0 0 667 69 0 105Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 11 12 12 12Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Frt0.9860.865Flt ProtectedSatd. Flow (prot)0 0 3373 0 0 1611Flt PermittedSatd. Flow (perm)0 0 3373 0 0 1611Right Turn on Red Yes YesSatd. Flow (RTOR)20173Link Speed (mph)30 3030Link Distance (ft)600 312221Travel Time (s)13.6 7.15.0Peak Hour Factor0.92 0.92 0.95 0.95 0.55 0.55Adj. Flow (vph)0 0 702 73 0 191Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 775 0 0 191Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.00 1.00 1.04 1.00 1.00 1.00Turning Speed (mph) 159 15 9Turn TypecustomProtected Phases86Permitted PhasesMinimum Split (s) 45.0 35.0Total Split (s)0.0 0.0 45.0 0.0 0.0 35.0Total Split (%)0.0% 0.0% 56.3% 0.0% 0.0% 43.8%Maximum Green (s)40.030.0Yellow Time (s)3.53.5All-Red Time (s)1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 5.0 4.0 4.0 5.0Lead/LagLead-Lag Optimize?Walk Time (s) 29.0 17.0Flash Dont Walk (s)11.013.0Pedestrian Calls (#/hr)6040Act Effct Green (s)40.030.0Actuated g/C Ratio0.500.38v/c Ratio0.460.27Control Delay6.94.8Queue Delay0.20.0Total Delay7.04.8Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 6Lane GroupEBL EBT WBT WBR SBL SBRLOSAAApproach Delay7.0Approach LOSAIntersection SummaryArea Type:OtherCycle Length: 80Actuated Cycle Length: 80Offset: 4 (5%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.46Intersection Signal Delay: 6.6 Intersection LOS: AIntersection Capacity Utilization 37.3%ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: Seneca Street & Tioga Street
Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 7Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 0 0 204 612 102000036766Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.990.99Frt0.9830.979Flt Protected0.989Satd. Flow (prot)00002855000001260 0Flt Permitted0.989Satd. Flow (perm)00002836000001260 0Right Turn on RedYes NoNoNoNoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)366600644163Travel Time (s)8.313.614.63.7Confl. Peds. (#/hr)485138Peak Hour Factor0.92 0.92 0.92 0.90 0.90 0.90 0.92 0.93 0.93 0.89 0.89 0.89Heavy Vehicles (%)6% 6% 6% 4% 11% 14% 2% 2% 2% 2% 5% 9%Parking (#/hr)202020Adj. Flow (vph)0 0 0 227 680 113000041274Shared Lane Traffic (%)Lane Group Flow (vph)00001020000004860Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.51 1.14Turning Speed (mph) 159 159 159 159Turn TypecustomProtected Phases6Permitted Phases 8 8Minimum Split (s)44.0 44.036.0Total Split (s)0.0 0.0 0.0 44.0 44.0 0.0 0.0 0.0 0.0 0.0 36.0 0.0Total Split (%)0.0% 0.0% 0.0% 55.0% 55.0% 0.0% 0.0% 0.0% 0.0% 0.0% 45.0% 0.0%Maximum Green (s) 39.0 39.0 31.0Yellow Time (s)3.5 3.53.5All-Red Time (s)1.5 1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)26.0 26.017.0Flash Dont Walk (s)13.0 13.014.0Pedestrian Calls (#/hr)50 5075Act Effct Green (s)39.031.0Actuated g/C Ratio0.490.39v/c Ratio0.741.00Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 8Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRControl Delay11.367.1Queue Delay0.00.0Total Delay11.367.1LOSBEApproach Delay11.367.1Approach LOSBEIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 15 (19%), Referenced to phase 8:WBTL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 1.00Intersection Signal Delay: 29.3Intersection LOS: CIntersection Capacity Utilization 67.2% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 7: Seneca Street & Cayuga Street
Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 9Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 587 56000002551482810Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.990.93 0.94Frt0.9870.865Flt Protected0.950Satd. Flow (prot)0 26790000001269 1325 1439 0Flt Permitted0.950Satd. Flow (perm)0 26790000001181 1248 1439 0Right Turn on Red No No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)363972319644Travel Time (s)8.322.17.314.6Confl. Peds. (#/hr)1959 5919 8955 5589Peak Hour Factor0.86 0.86 0.86 0.95 0.95 0.95 0.79 0.79 0.79 0.92 0.92 0.92Heavy Vehicles (%)0% 12% 3% 6% 6% 6% 2% 2% 2% 3% 4% 0%Bus Blockages (#/hr)0000000001000Parking (#/hr)5 5 55 5 5Adj. Flow (vph)0 683 65000003231613050Shared Lane Traffic (%)Lane Group Flow (vph) 0 7480000003231613050Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.24 1.14 1.14 1.14 1.14 1.14 1.14 1.35 1.42 1.35 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 11 1 1Detector Template Leading Detector (ft)5050 50 50Trailing Detector (ft)00 0 0Detector 1 Position(ft)00 0 0Detector 1 Size(ft)5050 50 50Detector 1 TypeCl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s)0.00.0 0.0 0.0Detector 1 Queue (s)0.00.0 0.0 0.0Detector 1 Delay (s)0.00.0 0.0 0.0Turn Typecustom PermProtected Phases36Permitted Phases26Detector Phase32 6 6Switch PhaseMinimum Initial (s)9.510.0 10.0 10.0Minimum Split (s)14.515.5 15.0 15.0Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 10Lane Groupø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorHeavy Vehicles (%)Bus Blockages (#/hr)Parking (#/hr)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)10.0Minimum Split (s)27.0
Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 11Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (s)0.0 37.0 0.0 0.0 0.0 0.0 0.0 0.0 31.0 31.0 31.0 0.0Total Split (%)0.0% 38.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 32.6% 32.6% 32.6% 0.0%Maximum Green (s)32.026.0 26.0 26.0Yellow Time (s)3.53.5 3.5 3.5All-Red Time (s)1.51.5 1.5 1.5Lost Time Adjust (s) 0.0 -1.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.0 -1.0 -1.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeMaxMax Max MaxWalk Time (s)Flash Dont Walk (s)Pedestrian Calls (#/hr)Act Effct Green (s)33.927.7 27.7 27.7Actuated g/C Ratio0.430.35 0.35 0.35v/c Ratio0.650.78 0.37 0.60Control Delay24.041.8 25.7 30.7Queue Delay0.00.0 0.0 0.0Total Delay24.041.8 25.7 30.7LOSCD C CApproach Delay24.029.0Approach LOSCCIntersection SummaryArea Type:CBDCycle Length: 95Actuated Cycle Length: 78.8Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.78Intersection Signal Delay: 29.2Intersection LOS: CIntersection Capacity Utilization 67.2% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 8: Green Street & Cayuga StreetProposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 12Lane Groupø4Total Split (s)27.0Total Split (%)28%Maximum Green (s) 22.0Yellow Time (s) 3.0All-Red Time (s)2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0Recall ModeNoneWalk Time (s) 7.0Flash Dont Walk (s) 15.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 13Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)10 97 0 0 270 0 66 1280000Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor1.001.00FrtFlt Protected 0.995 0.950Satd. Flow (prot)0 1591 0 0 1613 0 1354 16600000Flt Permitted 0.947 0.950Satd. Flow (perm)0 1512 0 0 1613 0 1350 16600000Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)382133127216Travel Time (s)8.73.02.94.9Confl. Peds. (#/hr)822 228 11 11Peak Hour Factor0.86 0.86 0.86 0.83 0.83 0.83 0.85 0.85 0.85 0.92 0.92 0.97Heavy Vehicles (%) 25% 5% 0% 0% 6% 0% 20% 3% 0% 0% 0% 0%Adj. Flow (vph) 12 113 0 0 325 0 78 1510000Shared Lane Traffic (%)Lane Group Flow (vph) 0 125 0 0 325 0 78 1510000Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 1 111 1Detector Template Leading Detector (ft)50 505050 50Trailing Detector (ft)0 000 0Detector 1 Position(ft)0 000 0Detector 1 Size(ft)50 505050 50Detector 1 TypeCl+Ex Cl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.00.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.00.00.0 0.0Turn TypePermSplitProtected Phases32 31 1Permitted Phases3Detector Phase3 32 31 1Switch PhaseMinimum Initial (s)7.0 7.07.0 7.0Minimum Split (s)22.0 22.024.0 24.0Total Split (s)24.0 24.0 0.0 0.0 48.0 0.0 36.0 36.0 0.0 0.0 0.0 0.0Total Split (%)25.3% 25.3% 0.0% 0.0% 50.5% 0.0% 37.9% 37.9% 0.0% 0.0% 0.0% 0.0%Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 14Lane Groupø2 ø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorHeavy Vehicles (%)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases2 4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)7.0 6.0Minimum Split (s)22.0 11.0Total Split (s)24.0 11.0Total Split (%)25% 12%
Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 15Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s) 19.0 19.031.0 31.0Yellow Time (s)3.0 3.03.0 3.0All-Red Time (s)2.0 2.02.0 2.0Lost Time Adjust (s) -1.0 -1.0 0.0 0.0 -1.0 0.0 -1.0 -1.0 0.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lead Lead LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeNone NoneNone NoneWalk Time (s)7.0 7.07.0 7.0Flash Dont Walk (s) 10.0 10.012.0 12.0Pedestrian Calls (#/hr) 0 00 0Act Effct Green (s)14.637.128.6 28.6Actuated g/C Ratio0.170.440.34 0.34v/c Ratio0.480.460.17 0.27Control Delay39.719.822.5 23.3Queue Delay0.04.00.0 0.0Total Delay39.723.822.5 23.3LOSDCC CApproach Delay39.723.823.1Approach LOSDCCIntersection SummaryArea Type:CBDCycle Length: 95Actuated Cycle Length: 85.2Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.72Intersection Signal Delay: 26.5Intersection LOS: CIntersection Capacity Utilization 30.2% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 17: MLK Jr St & Seneca WayProposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 16Lane Groupø2 ø4Maximum Green (s) 19.0 6.0Yellow Time (s) 3.0 3.0All-Red Time (s)2.0 2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0Recall ModeNone MinWalk Time (s) 7.0Flash Dont Walk (s) 10.0Pedestrian Calls (#/hr) 0Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour31: MLK Jr St & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 17Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Lane ConfigurationsVolume (vph)97 0 0 270 0 638Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.98Frt0.865Flt ProtectedSatd. Flow (prot) 1810 0 0 1810 0 1709Flt PermittedSatd. Flow (perm) 1810 0 0 1810 0 1666Right Turn on RedYesNoSatd. Flow (RTOR)Link Speed (mph)3030 30Link Distance (ft)133167 203Travel Time (s)3.03.8 4.6Confl. Peds. (#/hr)14 146 2Peak Hour Factor0.78 0.78 0.86 0.86 0.88 0.88Heavy Vehicles (%)5% 5% 5% 5% 9% 9%Adj. Flow (vph)124 0 0 314 0 725Shared Lane Traffic (%)Lane Group Flow (vph) 124 0 0 314 0 725Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(ft)00 0Link Offset(ft)00 0Crosswalk Width(ft)1616 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 0.85Turning Speed (mph)9 1515 9Number of Detectors 111Detector Template Leading Detector (ft) 50 50 50Trailing Detector (ft)000Detector 1 Position(ft)000Detector 1 Size(ft)505050Detector 1 TypeCl+ExCl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0Detector 1 Queue (s) 0.00.00.0Detector 1 Delay (s) 0.00.00.0Turn TypecustomProtected Phases3 41 2 3 41234Permitted Phases1 2Detector Phase3 41 2 3 41 2Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 6.0Minimum Split (s)24.0 22.0 22.0 11.0Total Split (s)35.0 0.0 0.0 95.0 0.0 60.0 36.0 24.0 24.0 11.0Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour31: MLK Jr St & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 18Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Total Split (%)36.8% 0.0% 0.0% 100.0% 0.0% 63.2% 38% 25% 25% 12%Maximum Green (s)31.0 19.0 19.0 6.0Yellow Time (s)3.0 3.0 3.0 3.0All-Red Time (s)2.0 2.0 2.0 2.0Lost Time Adjust (s) -1.5 0.0 0.0 -1.5 0.0 -1.5Total Lost Time (s) 3.5 4.0 4.0 3.5 4.0 3.5Lead/LagLead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s)3.0 3.0 3.0 3.0Recall ModeNone None None MinWalk Time (s)7.0 7.0 7.0Flash Dont Walk (s)12.0 10.0 10.0Pedestrian Calls (#/hr)0 0 0Act Effct Green (s)26.485.251.7Actuated g/C Ratio 0.311.000.61v/c Ratio0.220.170.72Control Delay2.80.217.2Queue Delay1.10.10.0Total Delay3.90.317.2LOSAABApproach Delay3.90.3Approach LOSAAIntersection SummaryArea Type:OtherCycle Length: 95Actuated Cycle Length: 85.2Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.72Intersection Signal Delay: 11.3 Intersection LOS: BIntersection Capacity Utilization 55.3%ICU Level of Service BAnalysis Period (min) 15Splits and Phases: 31: MLK Jr St & Green Street
Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour39: Seneca Way & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 19Lane GroupNBL NBR SET SER NWL NWTLane ConfigurationsVolume (vph)1380000536Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00FrtFlt Protected 0.950Satd. Flow (prot)157700001762Flt Permitted0.950Satd. Flow (perm)157700001762Link Speed (mph)303030Link Distance (ft)216267427Travel Time (s)4.96.19.7Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)3% 3% 2% 2% 10% 10%Adj. Flow (vph)1500000583Shared Lane Traffic (%)Lane Group Flow (vph) 1500000583Enter Blocked Intersection Yes No No No No YesLane AlignmentLeft Right Left Right Left LeftMedian Width(ft)1200Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 0.97Turning Speed (mph) 15 99 15Sign ControlFreeFreeFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 46.5% ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour45: Green Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 20Lane GroupWBL WBR SBL SBR NEL NERLane ConfigurationsVolume (vph)0000194638Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt Protected0.950Satd. Flow (prot)00001490 1333Flt Permitted0.950Satd. Flow (perm)00001490 1333Link Speed (mph)303030Link Distance (ft)203127302Travel Time (s)4.62.96.9Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)2% 2% 2% 2% 9% 9%Adj. Flow (vph)0000211693Shared Lane Traffic (%)Lane Group Flow (vph)0000211693Enter Blocked Intersection No No No No Yes YesLane Alignment Left Right Left Right Left RightMedian Width(ft)0012Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 15 9 15 9 15 9Sign ControlStopStopFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 47.2%ICU Level of Service AAnalysis Period (min) 15
Proposed canopy Ithaca Hotel2016 Background Conditions - AM Peak Hour57: MLK Jr St & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 21Lane GroupEBL EBT WBT WBR SEL SERLane ConfigurationsVolume (vph)0 735 270 536 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt ProtectedSatd. Flow (prot) 0 1569 1629 1321 0 0Flt PermittedSatd. Flow (perm) 0 1569 1629 1321 0 0Link Speed (mph)30 3030Link Distance (ft)167 245427Travel Time (s)3.8 5.69.7Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)9% 9% 5% 10% 2% 2%Adj. Flow (vph)0 799 293 583 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 799 293 583 0 0Enter Blocked Intersection No Yes Yes Yes No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 15 9Sign ControlFree FreeStopIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 46.3%ICU Level of Service AAnalysis Period (min) 15
Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour4: MLK Jr Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 1Lane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph)485 92 439 128 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)13 12 16 16 12 12Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.900.98Frt0.978 0.970Flt Protected0.960Satd. Flow (prot)1591 0 1786 0 0 0Flt Permitted0.960Satd. Flow (perm)1447 0 1786 0 0 0Right Turn on RedNoYesSatd. Flow (RTOR)26Link Speed (mph)303030Link Distance (ft)382494313Travel Time (s)8.711.27.1Confl. Peds. (#/hr)84 5462Peak Hour Factor0.94 0.94 0.97 0.97 0.94 0.94Heavy Vehicles (%)4% 0% 1% 2% 2% 2%Bus Blockages (#/hr)005500Adj. Flow (vph) 516 98 453 132 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 614 0 585 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft)1300Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.10 1.14 1.00 0.97 1.14 1.14Turning Speed (mph) 15 99 15Turn TypeProtected Phases 8 2Permitted PhasesMinimum Split (s) 36.0 44.0Total Split (s)36.0 0.0 44.0 0.0 0.0 0.0Total Split (%)45.0% 0.0% 55.0% 0.0% 0.0% 0.0%Maximum Green (s) 31.039.0Yellow Time (s)4.04.0All-Red Time (s)1.01.0Lost Time Adjust (s) -1.0 0.0 -1.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 18.0 26.0Flash Dont Walk (s) 13.013.0Pedestrian Calls (#/hr) 50 30Act Effct Green (s)32.040.0Actuated g/C Ratio 0.400.50Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour4: MLK Jr Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 2Lane GroupWBL WBR NBT NBR SBL SBTv/c Ratio0.970.65Control Delay54.018.2Queue Delay23.20.0Total Delay77.118.2LOSEBApproach Delay77.118.2Approach LOSEBIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.97Intersection Signal Delay: 48.4 Intersection LOS: DIntersection Capacity Utilization 78.8%ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 4: MLK Jr Street & Aurora Street
Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 3Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)00008422092193060000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 12 12 13 12 12 12 12Storage Length (ft)00 0150 00 00Storage Lanes00 01 00 00Taper Length (ft)2525 2525 2525 2525Lane Util. Factor1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00Ped Bike Factor0.850.93Frt0.850Flt Protected0.980Satd. Flow (prot)00002733 1439 0 29320000Flt Permitted 0.980Satd. Flow (perm)00002733 1226 0 27270000Right Turn on Red No No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)319155313395Travel Time (s)7.33.57.19.0Confl. Peds. (#/hr)110 140Peak Hour Factor0.93 0.93 0.93 0.89 0.89 0.89 0.90 0.90 0.90 0.93 0.93 0.93Heavy Vehicles (%)6% 6% 6% 0% 7% 1% 1% 1% 0% 2% 2% 2%Parking (#/hr)2020 20Adj. Flow (vph)00009462352433400000Shared Lane Traffic (%)Lane Group Flow (vph)000094623505830000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.30 1.14 1.14 1.25 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Turn TypePerm PermProtected Phases82Permitted Phases8 2Minimum Split (s)35.0 35.0 35.0 35.0Total Split (s) 0.0 0.0 0.0 0.0 40.0 40.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 50.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 35.0 35.0 35.0 35.0Yellow Time (s)3.5 3.5 3.5 3.5All-Red Time (s)1.5 1.5 1.5 1.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)7.0 7.0 7.0 7.0Flash Dont Walk (s)12.0 12.0 13.0 13.0Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 4Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPedestrian Calls (#/hr)75 75 75 75Act Effct Green (s) 35.0 35.0 35.0Actuated g/C Ratio0.44 0.440.44v/c Ratio0.79 0.440.49Control Delay25.4 18.99.3Queue Delay3.5 0.00.3Total Delay28.9 18.99.6LOSC BAApproach Delay26.99.6Approach LOSCAIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 70Control Type: PretimedMaximum v/c Ratio: 0.79Intersection Signal Delay: 21.2Intersection LOS: CIntersection Capacity Utilization 50.7% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 5: Seneca Street & Aurora Street
Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 5Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)0 0 969 43 0 203Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 11 12 12 12Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Ped Bike Factor0.99Frt 0.994 0.865Flt ProtectedSatd. Flow (prot) 0 0 2781 0 0 1450Flt PermittedSatd. Flow (perm) 0 0 2781 0 0 1450Right Turn on RedNoNoSatd. Flow (RTOR)Link Speed (mph)30 3030Link Distance (ft)592 319396Travel Time (s)13.5 7.39.0Confl. Peds. (#/hr)17950Peak Hour Factor0.94 0.94 0.88 0.88 0.86 0.86Heavy Vehicles (%)6% 6% 6% 6% 2% 2%Bus Blockages (#/hr)0 0 24 24 0 0Parking (#/hr)0Adj. Flow (vph)0 0 1101 49 0 236Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 1150 0 0 236Enter Blocked Intersection No No No No No NoLane AlignmentLeft Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor 1.14 1.14 1.27 1.14 1.14 1.14Turning Speed (mph) 159 15 9Turn TypecustomProtected Phases86Permitted PhasesMinimum Split (s)47.033.0Total Split (s)0.0 0.0 47.0 0.0 0.0 33.0Total Split (%)0.0% 0.0% 58.8% 0.0% 0.0% 41.3%Maximum Green (s) 42.0 28.0Yellow Time (s)3.53.5All-Red Time (s)1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 5.0 4.0 4.0 5.0Lead/LagLead-Lag Optimize?Walk Time (s)31.015.0Flash Dont Walk (s)11.013.0Pedestrian Calls (#/hr)6040Act Effct Green (s)42.028.0Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 6Lane GroupEBL EBT WBT WBR SBL SBRActuated g/C Ratio0.520.35v/c Ratio0.790.46Control Delay12.223.9Queue Delay3.20.0Total Delay15.423.9LOSBCApproach Delay15.4Approach LOS BIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 6 (8%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.79Intersection Signal Delay: 16.8Intersection LOS: BIntersection Capacity Utilization 66.7% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 6: Seneca Street & Tioga Street
Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 7Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 0 0 306 918 112000038871Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.980.98Frt0.9870.979Flt Protected0.989Satd. Flow (prot)00003002000001269 0Flt Permitted0.989Satd. Flow (perm)00002964000001269 0Right Turn on RedYes NoNoNoNoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)664592644397Travel Time (s)15.113.514.69.0Confl. Peds. (#/hr)7171108Peak Hour Factor0.92 0.92 0.92 0.98 0.98 0.98 0.92 0.93 0.93 0.94 0.94 0.94Heavy Vehicles (%)6% 6% 6% 4% 5% 4% 2% 2% 2% 0% 2% 14%Parking (#/hr)202020Adj. Flow (vph)0 0 0 312 937 114000041376Shared Lane Traffic (%)Lane Group Flow (vph)00001363000004890Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.51 1.14Turning Speed (mph) 159 159 159 159Turn TypecustomProtected Phases6Permitted Phases 8 8Minimum Split (s)46.0 46.034.0Total Split (s)0.0 0.0 0.0 46.0 46.0 0.0 0.0 0.0 0.0 0.0 34.0 0.0Total Split (%)0.0% 0.0% 0.0% 57.5% 57.5% 0.0% 0.0% 0.0% 0.0% 0.0% 42.5% 0.0%Maximum Green (s) 41.0 41.0 29.0Yellow Time (s)3.5 3.53.5All-Red Time (s)1.5 1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)18.0 18.015.0Flash Dont Walk (s)13.0 13.014.0Pedestrian Calls (#/hr)50 5075Act Effct Green (s)41.029.0Actuated g/C Ratio0.510.36v/c Ratio0.901.06Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 8Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRControl Delay14.287.7Queue Delay0.00.0Total Delay14.287.7LOSBFApproach Delay14.287.7Approach LOSBFIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 14 (18%), Referenced to phase 8:WBTL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 1.06Intersection Signal Delay: 33.6Intersection LOS: CIntersection Capacity Utilization 79.2% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 7: Seneca Street & Cayuga Street
Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 9Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 536 46000002962094540Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9880.865Flt Protected0.950Satd. Flow (prot) 0 27710000001281 1312 1467 0Flt Permitted0.950Satd. Flow (perm) 0 27710000001281 1312 1467 0Right Turn on RedNoNoNo NoNoSatd. Flow (RTOR)Link Speed (mph)30303030Link Distance (ft)662972743644Travel Time (s)15.022.116.914.6Peak Hour Factor0.89 0.89 0.89 0.95 0.95 0.95 0.84 0.84 0.84 0.96 0.96 0.96Heavy Vehicles (%)0% 9% 4% 6% 6% 6% 0% 0% 1% 4% 2% 0%Bus Blockages (#/hr)0000000001000Parking (#/hr)5 5 55 5 5Adj. Flow (vph)0 602 52000003522184730Shared Lane Traffic (%)Lane Group Flow (vph) 0 6540000003522184730Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.24 1.14 1.14 1.14 1.14 1.14 1.14 1.35 1.42 1.35 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 11 1 1Detector Template Leading Detector (ft)5050 50 50Trailing Detector (ft)00 0 0Detector 1 Position(ft)00 0 0Detector 1 Size(ft)5050 50 50Detector 1 TypeCl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s)0.00.0 0.0 0.0Detector 1 Queue (s)0.00.0 0.0 0.0Detector 1 Delay (s)0.00.0 0.0 0.0Turn Typecustom PermProtected Phases36Permitted Phases26Detector Phase32 6 6Switch PhaseMinimum Initial (s)10.010.0 10.0 10.0Minimum Split (s)15.015.5 15.0 15.0Total Split (s)0.0 30.0 0.0 0.0 0.0 0.0 0.0 0.0 43.0 43.0 43.0 0.0Total Split (%)0.0% 30.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 43.0% 43.0% 43.0% 0.0%Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 10Lane Groupø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Peak Hour FactorHeavy Vehicles (%)Bus Blockages (#/hr)Parking (#/hr)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)10.0Minimum Split (s)27.0Total Split (s)27.0Total Split (%)27%
Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 11Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s)25.038.0 38.0 38.0Yellow Time (s)3.53.5 3.5 3.5All-Red Time (s)1.51.5 1.5 1.5Lost Time Adjust (s) 0.0 -1.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.0 -1.0 -1.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeMaxMax Max MaxWalk Time (s)Flash Dont Walk (s)Pedestrian Calls (#/hr)Act Effct Green (s)26.639.9 39.9 39.9Actuated g/C Ratio0.320.48 0.48 0.48v/c Ratio0.740.58 0.35 0.68Control Delay34.524.1 19.1 26.7Queue Delay0.00.0 0.0 0.0Total Delay34.524.1 19.1 26.7LOSCC B CApproach Delay34.524.3Approach LOSCCIntersection SummaryArea Type:CBDCycle Length: 100Actuated Cycle Length: 83.8Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.74Intersection Signal Delay: 28.2Intersection LOS: CIntersection Capacity Utilization 79.2% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 8: Green Street & Cayuga StreetProposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 12Lane Groupø4Maximum Green (s) 22.0Yellow Time (s) 3.0All-Red Time (s)2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0Recall ModeNoneWalk Time (s) 7.0Flash Dont Walk (s) 15.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 13Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)20 133 0 0 398 0 153 2700000Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.99FrtFlt Protected 0.993 0.950Satd. Flow (prot)0 1665 0 0 1676 0 1593 16760000Flt Permitted 0.904 0.950Satd. Flow (perm)0 1499 0 0 1676 0 1593 16760000Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)382133127216Travel Time (s)8.73.02.94.9Confl. Peds. (#/hr)50Peak Hour Factor0.78 0.78 0.78 0.95 0.95 0.95 0.86 0.86 0.86 0.92 0.92 0.97Adj. Flow (vph)26 171 0 0 419 0 178 3140000Shared Lane Traffic (%)Lane Group Flow (vph) 0 197 0 0 419 0 178 3140000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 1 111 1Detector Template Leading Detector (ft) 50 50 50 50 50Trailing Detector (ft)0 000 0Detector 1 Position(ft)0 000 0Detector 1 Size(ft)50 505050 50Detector 1 TypeCl+Ex Cl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.00.00.0 0.0Detector 1 Delay (s) 0.0 0.00.00.0 0.0Turn TypePermSplitProtected Phases32 31 1Permitted Phases3Detector Phase3 32 31 1Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 7.0Minimum Split (s)22.0 22.024.0 24.0Total Split (s)24.0 24.0 0.0 0.0 49.0 0.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)24.0% 24.0% 0.0% 0.0% 49.0% 0.0% 40.0% 40.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 19.0 19.035.0 35.0Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 14Lane Groupø2 ø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorAdj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases 2 4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s) 7.0 6.0Minimum Split (s)22.0 11.0Total Split (s)25.0 11.0Total Split (%)25% 11%Maximum Green (s) 20.0 6.0
Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 15Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRYellow Time (s)3.0 3.03.0 3.0All-Red Time (s)2.0 2.02.0 2.0Lost Time Adjust (s) -1.0 -1.0 0.0 0.0 -1.0 0.0 -1.0 -1.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead LeadLead LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.03.0 3.0Recall ModeNone NoneNone NoneWalk Time (s)7.0 7.07.0 7.0Flash Dont Walk (s) 10.0 10.012.0 12.0Pedestrian Calls (#/hr) 5 525 25Act Effct Green (s)17.741.831.9 31.9Actuated g/C Ratio0.190.450.34 0.34v/c Ratio0.690.560.33 0.55Control Delay49.922.825.0 29.2Queue Delay0.08.90.0 0.0Total Delay49.931.825.0 29.2LOSDCC CApproach Delay49.931.827.7Approach LOSDCCIntersection SummaryArea Type:CBDCycle Length: 100Actuated Cycle Length: 93Natural Cycle: 80Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.69Intersection Signal Delay: 33.2 Intersection LOS: CIntersection Capacity Utilization 49.0%ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 17: MLK Jr Street & Seneca WayProposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 16Lane Groupø2 ø4Yellow Time (s)3.0 3.0All-Red Time (s) 2.0 2.0Lost Time Adjust (s)Total Lost Time (s)Lead/LagLag LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0Recall Mode None MinWalk Time (s)7.0Flash Dont Walk (s) 10.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour31: MLK Jr Street & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 17Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Lane ConfigurationsVolume (vph)133 0 0 398 0 663Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.97Frt0.865Flt ProtectedSatd. Flow (prot) 1863 0 0 1863 0 1757Flt PermittedSatd. Flow (perm) 1863 0 0 1863 0 1713Right Turn on RedYesNoSatd. Flow (RTOR)Link Speed (mph)3030 30Link Distance (ft)133167 203Travel Time (s)3.03.8 4.6Confl. Peds. (#/hr)2Peak Hour Factor0.78 0.78 0.94 0.94 0.96 0.96Heavy Vehicles (%)2% 2% 2% 2% 6% 6%Adj. Flow (vph)171 0 0 423 0 691Shared Lane Traffic (%)Lane Group Flow (vph) 171 0 0 423 0 691Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(ft)00 0Link Offset(ft)00 0Crosswalk Width(ft)1616 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 0.85Turning Speed (mph)9 1515 9Number of Detectors 111Detector Template Leading Detector (ft) 50 50 50Trailing Detector (ft)000Detector 1 Position(ft)000Detector 1 Size(ft)505050Detector 1 TypeCl+ExCl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0Detector 1 Queue (s) 0.00.00.0Detector 1 Delay (s) 0.00.00.0Turn TypecustomProtected Phases3 41 2 3 41234Permitted Phases1 2Detector Phase3 41 2 3 41 2Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 6.0Minimum Split (s)24.0 22.0 22.0 11.0Total Split (s)35.0 0.0 0.0 100.0 0.0 65.0 40.0 25.0 24.0 11.0Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour31: MLK Jr Street & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 18Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Total Split (%)35.0% 0.0% 0.0% 100.0% 0.0% 65.0% 40% 25% 24% 11%Maximum Green (s)35.0 20.0 19.0 6.0Yellow Time (s)3.0 3.0 3.0 3.0All-Red Time (s)2.0 2.0 2.0 2.0Lost Time Adjust (s) -1.5 0.0 0.0 -1.5 0.0 -1.5Total Lost Time (s) 3.5 4.0 4.0 3.5 4.0 3.5Lead/LagLead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s)3.0 3.0 3.0 3.0Recall ModeNone None None MinWalk Time (s)7.0 7.0 7.0Flash Dont Walk (s)12.0 10.0 10.0Pedestrian Calls (#/hr)25 25 5Act Effct Green (s) 29.4 93.0 56.5Actuated g/C Ratio 0.321.000.61v/c Ratio0.290.230.66Control Delay1.00.316.0Queue Delay1.50.30.0Total Delay2.50.516.0LOSAABApproach Delay2.50.5Approach LOSAAIntersection SummaryArea Type:OtherCycle Length: 100Actuated Cycle Length: 93Natural Cycle: 80Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.69Intersection Signal Delay: 9.1 Intersection LOS: AIntersection Capacity Utilization 54.9%ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 31: MLK Jr Street & Green Street
Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour39: Seneca Way & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 19Lane GroupNBL NBR SET SER NWL NWTLane ConfigurationsVolume (vph)2900000627Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00FrtFlt Protected 0.950Satd. Flow (prot)159300001794Flt Permitted0.950Satd. Flow (perm)159300001794Link Speed (mph)303030Link Distance (ft)216267427Travel Time (s)4.96.19.7Peak Hour Factor0.92 0.92 0.92 0.92 0.94 0.94Heavy Vehicles (%)2% 2% 2% 2% 2% 8%Adj. Flow (vph)3150000667Shared Lane Traffic (%)Lane Group Flow (vph) 3150000667Enter Blocked Intersection Yes No No No No YesLane AlignmentLeft Right Left Right Left LeftMedian Width(ft)1200Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 0.97Turning Speed (mph) 15 99 15Sign ControlFreeFreeFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 61.2% ICU Level of Service BAnalysis Period (min) 15Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour45: Green Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 20Lane GroupWBL WBR SBL SBR NEL NERLane ConfigurationsVolume (vph)0000423663Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt Protected0.950Satd. Flow (prot)00001533 1371Flt Permitted0.950Satd. Flow (perm)00001533 1371Link Speed (mph)303030Link Distance (ft)203127302Travel Time (s)4.62.96.9Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)2% 2% 2% 2% 6% 6%Adj. Flow (vph)0000460721Shared Lane Traffic (%)Lane Group Flow (vph)0000460721Enter Blocked Intersection No No No No Yes YesLane Alignment Left Right Left Right Left RightMedian Width(ft)0012Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 15 9 15 9 15 9Sign ControlStopStopFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 48.9%ICU Level of Service AAnalysis Period (min) 15
Proposed canopy Ithaca Hotel2016 Background Conditions - PM Peak Hour57: MLK Jr Street & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 21Lane GroupEBL EBT WBT WBR SEL SERLane ConfigurationsVolume (vph)0 796 398 627 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt ProtectedSatd. Flow (prot) 0 1676 1676 1346 0 0Flt PermittedSatd. Flow (perm) 0 1676 1676 1346 0 0Link Speed (mph)30 3030Link Distance (ft)167 245427Travel Time (s)3.8 5.69.7Peak Hour Factor0.96 0.96 0.94 0.94 0.92 0.92Heavy Vehicles (%)2% 2% 2% 8% 2% 2%Adj. Flow (vph)0 829 423 667 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 829 423 667 0 0Enter Blocked Intersection No Yes Yes Yes No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 15 9Sign ControlFree FreeStopIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 49.9%ICU Level of Service AAnalysis Period (min) 15
A6
Level of Service Calculations:
Full Development Conditions
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour3: MLK Jr St & Proposed Driveway1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 1Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)5 107 337 29 5 19Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.989 0.895Flt Protected0.9980.989Satd. Flow (prot)0 1762 1781 0 1682 0Flt Permitted0.9980.989Satd. Flow (perm)0 1762 1781 0 1682 0Link Speed (mph)30 3030Link Distance (ft)260 121128Travel Time (s)5.9 2.82.9Peak Hour Factor0.86 0.86 0.85 0.85 0.75 0.75Heavy Vehicles (%)0% 8% 6% 0% 0% 0%Adj. Flow (vph)6 124 396 34 7 25Shared Lane Traffic (%)Lane Group Flow (vph) 0 130 430 0 32 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 012Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 159 15 9Sign ControlFree FreeStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 29.5%ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour3: MLK Jr St & Proposed Driveway1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 - ReportSRF & AssociatesPage 2MovementEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (veh/h)5 107 337 29 5 19Sign Control Free Free StopGrade0% 0%0%Peak Hour Factor0.86 0.86 0.85 0.85 0.75 0.75Hourly flow rate (vph)6 124 396 34 7 25PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median typeNone NoneMedian storage veh)Upstream signal (ft)260 121pX, platoon unblocked 0.860.86 0.86vC, conflicting volume 431550 414vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 260 398 241tC, single (s)4.16.4 6.2tC, 2 stage (s)tF (s)2.23.5 3.3p0 queue free %9999 96cM capacity (veh/h) 1135524 693Direction, Lane #EB 1 WB 1 SB 1Volume Total130 431 32Volume Left6 0 7Volume Right0 34 25cSH1135 1700 650Volume to Capacity 0.01 0.25 0.05Queue Length 95th (ft) 0 0 4Control Delay (s)0.4 0.0 10.8Lane LOSABApproach Delay (s)0.4 0.0 10.8Approach LOSBIntersection SummaryAverage Delay 0.7Intersection Capacity Utilization 29.5% ICU Level of Service AAnalysis Period (min)15
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour4: MLK Jr St & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 3Lane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph)306 65 454 102 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)13 12 16 16 12 12Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.970.99Frt0.976 0.975Flt Protected0.960Satd. Flow (prot)1525 0 1751 0 0 0Flt Permitted0.960Satd. Flow (perm)1493 0 1751 0 0 0Right Turn on RedNoYesSatd. Flow (RTOR)20Link Speed (mph)303030Link Distance (ft)260494313Travel Time (s)5.911.27.1Confl. Peds. (#/hr)20 1320 20Peak Hour Factor0.85 0.85 0.95 0.95 0.94 0.94Heavy Vehicles (%)9% 4% 5% 5% 2% 2%Bus Blockages (#/hr)005500Adj. Flow (vph) 360 76 478 107 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 436 0 585 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft)1300Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.10 1.14 1.00 0.97 1.14 1.14Turning Speed (mph) 15 99 15Turn TypeProtected Phases 8 2Permitted PhasesMinimum Split (s) 36.0 44.0Total Split (s)36.0 0.0 44.0 0.0 0.0 0.0Total Split (%)45.0% 0.0% 55.0% 0.0% 0.0% 0.0%Maximum Green (s) 31.039.0Yellow Time (s)4.04.0All-Red Time (s)1.01.0Lost Time Adjust (s) -1.0 0.0 -1.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 18.0 26.0Flash Dont Walk (s) 13.013.0Pedestrian Calls (#/hr) 50 30Act Effct Green (s)32.040.0Actuated g/C Ratio 0.400.50Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour4: MLK Jr St & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 4Lane GroupWBL WBR NBT NBR SBL SBTv/c Ratio0.710.66Control Delay28.118.8Queue Delay1.00.0Total Delay29.218.8LOSCBApproach Delay29.218.8Approach LOSCBIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 72 (90%), Referenced to phase 8:WBL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.71Intersection Signal Delay: 23.3 Intersection LOS: CIntersection Capacity Utilization 66.3%ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 4: MLK Jr St & Aurora Street
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 5Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)00005761381873320000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 12 12 13 12 12 12 12Storage Length (ft)00 0150 00 00Storage Lanes00 01 00 00Taper Length (ft)2525 2525 2525 2525Lane Util. Factor1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00Frt0.850Flt Protected0.982Satd. Flow (prot)00002683 1425 0 27970000Flt Permitted0.982Satd. Flow (perm)00002683 1425 0 27970000Right Turn on RedNoNo NoNoNoSatd. Flow (RTOR)Link Speed (mph)30303030Link Distance (ft)312174313162Travel Time (s)7.14.07.13.7Peak Hour Factor0.93 0.93 0.93 0.95 0.95 0.95 0.98 0.98 0.98 0.93 0.93 0.93Heavy Vehicles (%)6% 6% 6% 6% 9% 2% 8% 5% 2% 2% 2% 2%Parking (#/hr)2020 20Adj. Flow (vph)00006061451913390000Shared Lane Traffic (%)Lane Group Flow (vph)000060614505300000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.30 1.14 1.14 1.25 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Turn TypePerm PermProtected Phases82Permitted Phases8 2Minimum Split (s)40.0 40.0 40.0 40.0Total Split (s) 0.0 0.0 0.0 0.0 40.0 40.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 50.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 35.0 35.0 35.0 35.0Yellow Time (s)3.5 3.5 3.0 3.0All-Red Time (s)1.5 1.5 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)23.0 23.0 22.0 22.0Flash Dont Walk (s)12.0 12.0 13.0 13.0Pedestrian Calls (#/hr)75 75 75 75Act Effct Green (s) 35.0 35.0 35.0Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 6Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRActuated g/C Ratio0.44 0.440.44v/c Ratio0.52 0.230.43Control Delay18.3 15.46.9Queue Delay0.0 0.00.2Total Delay18.3 15.47.2LOSB BAApproach Delay17.77.2Approach LOSBAIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.52Intersection Signal Delay: 13.4Intersection LOS: BIntersection Capacity Utilization 42.3% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 5: Seneca Street & Aurora Street
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 7Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)0 0 667 69 0 105Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 11 12 12 12Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Frt0.9860.865Flt ProtectedSatd. Flow (prot)0 0 3373 0 0 1611Flt PermittedSatd. Flow (perm)0 0 3373 0 0 1611Right Turn on Red Yes YesSatd. Flow (RTOR)20173Link Speed (mph)30 3030Link Distance (ft)600 312221Travel Time (s)13.6 7.15.0Peak Hour Factor0.92 0.92 0.95 0.95 0.55 0.55Adj. Flow (vph)0 0 702 73 0 191Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 775 0 0 191Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.00 1.00 1.04 1.00 1.00 1.00Turning Speed (mph) 159 15 9Turn TypecustomProtected Phases86Permitted PhasesMinimum Split (s) 45.0 35.0Total Split (s)0.0 0.0 45.0 0.0 0.0 35.0Total Split (%)0.0% 0.0% 56.3% 0.0% 0.0% 43.8%Maximum Green (s)40.030.0Yellow Time (s)3.53.5All-Red Time (s)1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 5.0 4.0 4.0 5.0Lead/LagLead-Lag Optimize?Walk Time (s) 29.0 17.0Flash Dont Walk (s)11.013.0Pedestrian Calls (#/hr)6040Act Effct Green (s)40.030.0Actuated g/C Ratio0.500.38v/c Ratio0.460.27Control Delay7.24.8Queue Delay0.10.0Total Delay7.34.8Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 8Lane GroupEBL EBT WBT WBR SBL SBRLOSAAApproach Delay7.3Approach LOSAIntersection SummaryArea Type:OtherCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.46Intersection Signal Delay: 6.8 Intersection LOS: AIntersection Capacity Utilization 37.3%ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: Seneca Street & Tioga Street
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 9Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 0 0 204 612 102000036966Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.990.99Frt0.9830.980Flt Protected0.989Satd. Flow (prot)00002855000001262 0Flt Permitted0.989Satd. Flow (perm)00002836000001262 0Right Turn on RedYes NoNoNoNoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)366600644163Travel Time (s)8.313.614.63.7Confl. Peds. (#/hr)485138Peak Hour Factor0.92 0.92 0.92 0.90 0.90 0.90 0.92 0.93 0.93 0.89 0.89 0.89Heavy Vehicles (%)6% 6% 6% 4% 11% 14% 2% 2% 2% 2% 5% 9%Parking (#/hr)202020Adj. Flow (vph)0 0 0 227 680 113000041574Shared Lane Traffic (%)Lane Group Flow (vph)00001020000004890Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.51 1.14Turning Speed (mph) 159 159 159 159Turn TypecustomProtected Phases6Permitted Phases 8 8Minimum Split (s)44.0 44.036.0Total Split (s)0.0 0.0 0.0 44.0 44.0 0.0 0.0 0.0 0.0 0.0 36.0 0.0Total Split (%)0.0% 0.0% 0.0% 55.0% 55.0% 0.0% 0.0% 0.0% 0.0% 0.0% 45.0% 0.0%Maximum Green (s) 39.0 39.0 31.0Yellow Time (s)3.5 3.53.5All-Red Time (s)1.5 1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)26.0 26.017.0Flash Dont Walk (s)13.0 13.014.0Pedestrian Calls (#/hr)50 5075Act Effct Green (s)39.031.0Actuated g/C Ratio0.490.39v/c Ratio0.741.00Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 10Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRControl Delay11.868.1Queue Delay0.00.0Total Delay11.868.1LOSBEApproach Delay11.868.1Approach LOSBEIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 15 (19%), Referenced to phase 8:WBTL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 1.00Intersection Signal Delay: 30.1Intersection LOS: CIntersection Capacity Utilization 67.4% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 7: Seneca Street & Cayuga Street
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 11Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 604 56000002621502810Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.990.93 0.94Frt0.9870.865Flt Protected0.950Satd. Flow (prot)0 26790000001269 1325 1439 0Flt Permitted0.950Satd. Flow (perm)0 26790000001181 1248 1439 0Right Turn on Red No No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)363972319644Travel Time (s)8.322.17.314.6Confl. Peds. (#/hr)1959 5919 8955 5589Peak Hour Factor0.86 0.86 0.86 0.95 0.95 0.95 0.79 0.79 0.79 0.92 0.92 0.92Heavy Vehicles (%)0% 12% 3% 6% 6% 6% 2% 2% 2% 3% 4% 0%Bus Blockages (#/hr)0000000001000Parking (#/hr)5 5 55 5 5Adj. Flow (vph)0 702 65000003321633050Shared Lane Traffic (%)Lane Group Flow (vph) 0 7670000003321633050Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.24 1.14 1.14 1.14 1.14 1.14 1.14 1.35 1.42 1.35 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 11 1 1Detector Template Leading Detector (ft)5050 50 50Trailing Detector (ft)00 0 0Detector 1 Position(ft)00 0 0Detector 1 Size(ft)5050 50 50Detector 1 TypeCl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s)0.00.0 0.0 0.0Detector 1 Queue (s)0.00.0 0.0 0.0Detector 1 Delay (s)0.00.0 0.0 0.0Turn Typecustom PermProtected Phases36Permitted Phases26Detector Phase32 6 6Switch PhaseMinimum Initial (s)9.510.0 10.0 10.0Minimum Split (s)14.515.5 15.0 15.0Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 12Lane Groupø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorHeavy Vehicles (%)Bus Blockages (#/hr)Parking (#/hr)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)10.0Minimum Split (s)27.0
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 13Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (s)0.0 37.0 0.0 0.0 0.0 0.0 0.0 0.0 31.0 31.0 31.0 0.0Total Split (%)0.0% 38.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 32.6% 32.6% 32.6% 0.0%Maximum Green (s)32.026.0 26.0 26.0Yellow Time (s)3.53.5 3.5 3.5All-Red Time (s)1.51.5 1.5 1.5Lost Time Adjust (s) 0.0 -1.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.0 -1.0 -1.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeMaxMax Max MaxWalk Time (s)Flash Dont Walk (s)Pedestrian Calls (#/hr)Act Effct Green (s)33.927.7 27.7 27.7Actuated g/C Ratio0.430.35 0.35 0.35v/c Ratio0.670.80 0.37 0.60Control Delay24.443.5 25.8 30.7Queue Delay0.00.0 0.0 0.0Total Delay24.443.5 25.8 30.7LOSCD C CApproach Delay24.429.0Approach LOSCCIntersection SummaryArea Type:CBDCycle Length: 95Actuated Cycle Length: 78.8Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.80Intersection Signal Delay: 29.9Intersection LOS: CIntersection Capacity Utilization 67.4% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 8: Green Street & Cayuga StreetProposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 14Lane Groupø4Total Split (s)27.0Total Split (%)28%Maximum Green (s) 22.0Yellow Time (s) 3.0All-Red Time (s)2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0Recall ModeNoneWalk Time (s) 7.0Flash Dont Walk (s) 15.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 15Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)15 97 0 0 273 0 92 1280000Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor1.001.00FrtFlt Protected 0.994 0.950Satd. Flow (prot)0 1579 0 0 1613 0 1354 16600000Flt Permitted 0.924 0.950Satd. Flow (perm)0 1466 0 0 1613 0 1350 16600000Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)121133127216Travel Time (s)2.83.02.94.9Confl. Peds. (#/hr)822 228 11 11Peak Hour Factor0.86 0.86 0.86 0.83 0.83 0.83 0.85 0.85 0.85 0.92 0.92 0.97Heavy Vehicles (%) 25% 5% 0% 0% 6% 0% 20% 3% 0% 0% 0% 0%Adj. Flow (vph) 17 113 0 0 329 0 108 1510000Shared Lane Traffic (%)Lane Group Flow (vph) 0 130 0 0 329 0 108 1510000Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 1 111 1Detector Template Leading Detector (ft)50 505050 50Trailing Detector (ft)0 000 0Detector 1 Position(ft)0 000 0Detector 1 Size(ft)50 505050 50Detector 1 TypeCl+Ex Cl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.00.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.00.00.0 0.0Turn TypePermSplitProtected Phases32 31 1Permitted Phases3Detector Phase3 32 31 1Switch PhaseMinimum Initial (s)7.0 7.07.0 7.0Minimum Split (s)22.0 22.024.0 24.0Total Split (s)24.0 24.0 0.0 0.0 48.0 0.0 36.0 36.0 0.0 0.0 0.0 0.0Total Split (%)25.3% 25.3% 0.0% 0.0% 50.5% 0.0% 37.9% 37.9% 0.0% 0.0% 0.0% 0.0%Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 16Lane Groupø2 ø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorHeavy Vehicles (%)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases2 4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)7.0 6.0Minimum Split (s)22.0 11.0Total Split (s)24.0 11.0Total Split (%)25% 12%
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 17Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s) 19.0 19.031.0 31.0Yellow Time (s)3.0 3.03.0 3.0All-Red Time (s)2.0 2.02.0 2.0Lost Time Adjust (s) -1.0 -1.0 0.0 0.0 -1.0 0.0 -1.0 -1.0 0.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lead Lead LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeNone NoneNone NoneWalk Time (s)7.0 7.07.0 7.0Flash Dont Walk (s) 10.0 10.012.0 12.0Pedestrian Calls (#/hr) 0 00 0Act Effct Green (s)15.037.628.7 28.7Actuated g/C Ratio0.180.440.33 0.33v/c Ratio0.510.470.24 0.27Control Delay40.519.823.6 23.5Queue Delay0.04.40.0 0.0Total Delay40.524.223.6 23.5LOSDCC CApproach Delay40.524.223.5Approach LOSDCCIntersection SummaryArea Type:CBDCycle Length: 95Actuated Cycle Length: 85.7Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.72Intersection Signal Delay: 26.9Intersection LOS: CIntersection Capacity Utilization 34.2% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 17: MLK Jr St & Seneca WayProposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 18Lane Groupø2 ø4Maximum Green (s) 19.0 6.0Yellow Time (s) 3.0 3.0All-Red Time (s)2.0 2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0Recall ModeNone MinWalk Time (s) 7.0Flash Dont Walk (s) 10.0Pedestrian Calls (#/hr) 0Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour31: MLK Jr St & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 19Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Lane ConfigurationsVolume (vph)97 0 0 273 0 638Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.98Frt0.865Flt ProtectedSatd. Flow (prot) 1810 0 0 1810 0 1709Flt PermittedSatd. Flow (perm) 1810 0 0 1810 0 1666Right Turn on RedYesNoSatd. Flow (RTOR)Link Speed (mph)3030 30Link Distance (ft)133167 203Travel Time (s)3.03.8 4.6Confl. Peds. (#/hr)14 146 2Peak Hour Factor0.78 0.78 0.86 0.86 0.88 0.88Heavy Vehicles (%)5% 5% 5% 5% 9% 9%Adj. Flow (vph)124 0 0 317 0 725Shared Lane Traffic (%)Lane Group Flow (vph) 124 0 0 317 0 725Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(ft)00 0Link Offset(ft)00 0Crosswalk Width(ft)1616 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 0.85Turning Speed (mph)9 1515 9Number of Detectors 111Detector Template Leading Detector (ft) 50 50 50Trailing Detector (ft)000Detector 1 Position(ft)000Detector 1 Size(ft)505050Detector 1 TypeCl+ExCl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0Detector 1 Queue (s) 0.00.00.0Detector 1 Delay (s) 0.00.00.0Turn TypecustomProtected Phases3 41 2 3 41234Permitted Phases1 2Detector Phase3 41 2 3 41 2Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 6.0Minimum Split (s)24.0 22.0 22.0 11.0Total Split (s)35.0 0.0 0.0 95.0 0.0 60.0 36.0 24.0 24.0 11.0Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour31: MLK Jr St & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 20Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Total Split (%)36.8% 0.0% 0.0% 100.0% 0.0% 63.2% 38% 25% 25% 12%Maximum Green (s)31.0 19.0 19.0 6.0Yellow Time (s)3.0 3.0 3.0 3.0All-Red Time (s)2.0 2.0 2.0 2.0Lost Time Adjust (s) -1.5 0.0 0.0 -1.5 0.0 -1.5Total Lost Time (s) 3.5 4.0 4.0 3.5 4.0 3.5Lead/LagLead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s)3.0 3.0 3.0 3.0Recall ModeNone None None MinWalk Time (s)7.0 7.0 7.0Flash Dont Walk (s)12.0 10.0 10.0Pedestrian Calls (#/hr)0 0 0Act Effct Green (s)26.785.751.8Actuated g/C Ratio 0.311.000.60v/c Ratio0.220.180.72Control Delay2.80.217.5Queue Delay1.10.10.0Total Delay3.90.417.5LOSAABApproach Delay3.90.4Approach LOSAAIntersection SummaryArea Type:OtherCycle Length: 95Actuated Cycle Length: 85.7Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.72Intersection Signal Delay: 11.4 Intersection LOS: BIntersection Capacity Utilization 55.3%ICU Level of Service BAnalysis Period (min) 15Splits and Phases: 31: MLK Jr St & Green Street
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour39: Seneca Way & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 21Lane GroupNBL NBR SET SER NWL NWTLane ConfigurationsVolume (vph)1430000536Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00FrtFlt Protected 0.950Satd. Flow (prot)157700001762Flt Permitted0.950Satd. Flow (perm)157700001762Link Speed (mph)303030Link Distance (ft)216248427Travel Time (s)4.95.69.7Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)3% 3% 2% 2% 10% 10%Adj. Flow (vph)1550000583Shared Lane Traffic (%)Lane Group Flow (vph) 1550000583Enter Blocked Intersection Yes No No No No YesLane AlignmentLeft Right Left Right Left LeftMedian Width(ft)1200Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 0.97Turning Speed (mph) 15 99 15Sign ControlFreeFreeFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 46.8% ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour39: Seneca Way & Seneca Street1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 - ReportSRF & AssociatesPage 22Intersection Sign configuration not allowed in HCM analysis.
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour45: Green Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 23Lane GroupWBL WBR SBL SBR NEL NERLane ConfigurationsVolume (vph)0000220638Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt Protected0.950Satd. Flow (prot)00001490 1333Flt Permitted0.950Satd. Flow (perm)00001490 1333Link Speed (mph)303030Link Distance (ft)203127302Travel Time (s)4.62.96.9Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)2% 2% 2% 2% 9% 9%Adj. Flow (vph)0000239693Shared Lane Traffic (%)Lane Group Flow (vph)0000239693Enter Blocked Intersection No No No No Yes YesLane Alignment Left Right Left Right Left RightMedian Width(ft)0012Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 15 9 15 9 15 9Sign ControlStopStopFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 47.2%ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour45: Green Street & Seneca Way1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 - ReportSRF & AssociatesPage 24Intersection Sign configuration not allowed in HCM analysis.
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour57: MLK Jr St & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - ReportSRF & AssociatesPage 25Lane GroupEBL EBT WBT WBR SEL SERLane ConfigurationsVolume (vph)0 735 273 536 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt ProtectedSatd. Flow (prot) 0 1569 1629 1321 0 0Flt PermittedSatd. Flow (perm) 0 1569 1629 1321 0 0Link Speed (mph)30 3030Link Distance (ft)167 245427Travel Time (s)3.8 5.69.7Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)9% 9% 5% 10% 2% 2%Adj. Flow (vph)0 799 297 583 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 799 297 583 0 0Enter Blocked Intersection No Yes Yes Yes No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 15 9Sign ControlFree FreeStopIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 46.3%ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour57: MLK Jr St & Seneca Street1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 - ReportSRF & AssociatesPage 26MovementEBL EBT WBT WBR SEL SERLane ConfigurationsVolume (veh/h)0 735 273 536 0 0Sign Control Free Free StopGrade0% 0%0%Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph)0 799 297 583 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median typeNone NoneMedian storage veh)Upstream signal (ft)167pX, platoon unblocked0.96vC, conflicting volume 2971096 297vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 297 1078 297tC, single (s)4.26.4 6.2tC, 2 stage (s)tF (s)2.33.5 3.3p0 queue free %100100 100cM capacity (veh/h) 1226232 743Direction, Lane #EB 1 WB 1 WB 2Volume Total799 297 583Volume Left0 0 0Volume Right0 0 583cSH1700 1700 1700Volume to Capacity 0.47 0.17 0.34Queue Length 95th (ft) 0 0 0Control Delay (s)0.0 0.0 0.0Lane LOSApproach Delay (s)0.0 0.0Approach LOSIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 46.3% ICU Level of Service AAnalysis Period (min)15
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour3: MLK Jr Street & Proposed Driveway1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 1Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)6 153 551 33 7 29Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.992 0.890Flt Protected0.9980.991Satd. Flow (prot)0 1860 1850 0 1676 0Flt Permitted0.9980.991Satd. Flow (perm)0 1860 1850 0 1676 0Link Speed (mph)30 3030Link Distance (ft)260 121127Travel Time (s)5.9 2.82.9Peak Hour Factor0.78 0.78 0.94 0.94 0.75 0.75Heavy Vehicles (%)0% 2% 2% 0% 0% 0%Adj. Flow (vph)8 196 586 35 9 39Shared Lane Traffic (%)Lane Group Flow (vph) 0 204 621 0 48 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 012Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 159 15 9Sign ControlFree FreeStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 41.0%ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour3: MLK Jr Street & Proposed Driveway1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 8 ReportSRF & AssociatesPage 2MovementEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (veh/h)6 153 551 33 7 29Sign Control Free Free StopGrade0% 0%0%Peak Hour Factor0.78 0.78 0.94 0.94 0.75 0.75Hourly flow rate (vph)8 196 586 35 9 39PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median typeNone NoneMedian storage veh)Upstream signal (ft)260 121pX, platoon unblocked 0.820.82 0.82vC, conflicting volume 621815 604vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 426 663 405tC, single (s)4.16.4 6.2tC, 2 stage (s)tF (s)2.23.5 3.3p0 queue free %9997 93cM capacity (veh/h) 936348 532Direction, Lane #EB 1 WB 1 SB 1Volume Total204 621 48Volume Left8 0 9Volume Right0 35 39cSH936 1700 483Volume to Capacity 0.01 0.37 0.10Queue Length 95th (ft) 1 0 8Control Delay (s)0.4 0.0 13.3Lane LOSABApproach Delay (s)0.4 0.0 13.3Approach LOSBIntersection SummaryAverage Delay 0.8Intersection Capacity Utilization 41.0% ICU Level of Service AAnalysis Period (min)15
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour4: MLK Jr Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 3Lane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph)485 121 439 134 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)13 12 16 16 12 12Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.900.98Frt0.973 0.968Flt Protected0.962Satd. Flow (prot)1586 0 1781 0 0 0Flt Permitted0.962Satd. Flow (perm)1448 0 1781 0 0 0Right Turn on RedNoYesSatd. Flow (RTOR)27Link Speed (mph)303030Link Distance (ft)260494313Travel Time (s)5.911.27.1Confl. Peds. (#/hr)84 5462Peak Hour Factor0.94 0.94 0.97 0.97 0.94 0.94Heavy Vehicles (%)4% 0% 1% 2% 2% 2%Bus Blockages (#/hr)005500Adj. Flow (vph) 516 129 453 138 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 645 0 591 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft)1300Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.10 1.14 1.00 0.97 1.14 1.14Turning Speed (mph) 15 99 15Turn TypeProtected Phases 8 2Permitted PhasesMinimum Split (s) 36.0 44.0Total Split (s)36.0 0.0 44.0 0.0 0.0 0.0Total Split (%)45.0% 0.0% 55.0% 0.0% 0.0% 0.0%Maximum Green (s) 31.039.0Yellow Time (s)4.04.0All-Red Time (s)1.01.0Lost Time Adjust (s) -1.0 0.0 -1.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 18.0 26.0Flash Dont Walk (s) 13.013.0Pedestrian Calls (#/hr) 50 30Act Effct Green (s)32.040.0Actuated g/C Ratio 0.400.50Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour4: MLK Jr Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 4Lane GroupWBL WBR NBT NBR SBL SBTv/c Ratio1.020.65Control Delay66.618.4Queue Delay32.00.0Total Delay98.618.4LOSFBApproach Delay98.618.4Approach LOSFBIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 72 (90%), Referenced to phase 8:WBL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 1.02Intersection Signal Delay: 60.3 Intersection LOS: EIntersection Capacity Utilization 81.4%ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 4: MLK Jr Street & Aurora Street
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 5Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)00008492092483060000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 12 12 13 12 12 12 12Storage Length (ft)00 0150 00 00Storage Lanes00 01 00 00Taper Length (ft)2525 2525 2525 2525Lane Util. Factor1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00Ped Bike Factor0.850.92Frt0.850Flt Protected0.978Satd. Flow (prot)00002733 1439 0 29260000Flt Permitted 0.978Satd. Flow (perm)00002733 1226 0 27060000Right Turn on Red No No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)319155313395Travel Time (s)7.33.57.19.0Confl. Peds. (#/hr)110 140Peak Hour Factor0.93 0.93 0.93 0.89 0.89 0.89 0.90 0.90 0.90 0.93 0.93 0.93Heavy Vehicles (%)6% 6% 6% 0% 7% 1% 1% 1% 0% 2% 2% 2%Parking (#/hr)2020 20Adj. Flow (vph)00009542352763400000Shared Lane Traffic (%)Lane Group Flow (vph)000095423506160000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.30 1.14 1.14 1.25 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Turn TypePerm PermProtected Phases82Permitted Phases8 2Minimum Split (s)35.0 35.0 35.0 35.0Total Split (s) 0.0 0.0 0.0 0.0 40.0 40.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 50.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 35.0 35.0 35.0 35.0Yellow Time (s)3.5 3.5 3.5 3.5All-Red Time (s)1.5 1.5 1.5 1.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)7.0 7.0 7.0 7.0Flash Dont Walk (s)12.0 12.0 13.0 13.0Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 6Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPedestrian Calls (#/hr)75 75 75 75Act Effct Green (s) 35.0 35.0 35.0Actuated g/C Ratio0.44 0.440.44v/c Ratio0.80 0.440.52Control Delay25.7 18.911.0Queue Delay4.4 0.00.4Total Delay30.1 18.911.3LOSC BBApproach Delay27.911.3Approach LOSCBIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 70Control Type: PretimedMaximum v/c Ratio: 0.80Intersection Signal Delay: 22.3Intersection LOS: CIntersection Capacity Utilization 51.8% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 5: Seneca Street & Aurora Street
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 7Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)0 0 969 43 0 203Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 11 12 12 12Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Ped Bike Factor0.99Frt 0.994 0.865Flt ProtectedSatd. Flow (prot) 0 0 2781 0 0 1450Flt PermittedSatd. Flow (perm) 0 0 2781 0 0 1450Right Turn on RedNoNoSatd. Flow (RTOR)Link Speed (mph)30 3030Link Distance (ft)592 319396Travel Time (s)13.5 7.39.0Confl. Peds. (#/hr)17950Peak Hour Factor0.94 0.94 0.88 0.88 0.86 0.86Heavy Vehicles (%)6% 6% 6% 6% 2% 2%Bus Blockages (#/hr)0 0 24 24 0 0Parking (#/hr)0Adj. Flow (vph)0 0 1101 49 0 236Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 1150 0 0 236Enter Blocked Intersection No No No No No NoLane AlignmentLeft Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor 1.14 1.14 1.27 1.14 1.14 1.14Turning Speed (mph) 159 15 9Turn TypecustomProtected Phases86Permitted PhasesMinimum Split (s)47.033.0Total Split (s)0.0 0.0 47.0 0.0 0.0 33.0Total Split (%)0.0% 0.0% 58.8% 0.0% 0.0% 41.3%Maximum Green (s) 42.0 28.0Yellow Time (s)3.53.5All-Red Time (s)1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 5.0 4.0 4.0 5.0Lead/LagLead-Lag Optimize?Walk Time (s)31.015.0Flash Dont Walk (s)11.013.0Pedestrian Calls (#/hr)6040Act Effct Green (s)42.028.0Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 8Lane GroupEBL EBT WBT WBR SBL SBRActuated g/C Ratio0.520.35v/c Ratio0.790.46Control Delay13.223.9Queue Delay3.90.0Total Delay17.023.9LOSBCApproach Delay17.0Approach LOS BIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 6 (8%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.79Intersection Signal Delay: 18.2Intersection LOS: BIntersection Capacity Utilization 66.7% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 6: Seneca Street & Tioga Street
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 9Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 0 0 306 918 112000039071Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.980.98Frt0.9870.979Flt Protected0.989Satd. Flow (prot)00003007000001270 0Flt Permitted0.989Satd. Flow (perm)00002979000001270 0Right Turn on RedYes NoNoNoNoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)664592644397Travel Time (s)15.113.514.69.0Confl. Peds. (#/hr)7171108Peak Hour Factor0.92 0.92 0.92 0.98 0.98 0.98 0.92 0.93 0.93 0.94 0.94 0.94Heavy Vehicles (%)6% 6% 6% 4% 5% 4% 2% 2% 2% 0% 2% 14%Parking (#/hr)202020Adj. Flow (vph)0 0 0 312 937 114000041576Shared Lane Traffic (%)Lane Group Flow (vph)00001363000004910Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.51 1.14Turning Speed (mph) 159 159 159 159Turn TypecustomProtected Phases6Permitted Phases 8 8Minimum Split (s)46.0 46.034.0Total Split (s)0.0 0.0 0.0 46.0 46.0 0.0 0.0 0.0 0.0 0.0 34.0 0.0Total Split (%)0.0% 0.0% 0.0% 57.5% 57.5% 0.0% 0.0% 0.0% 0.0% 0.0% 42.5% 0.0%Maximum Green (s) 41.0 41.0 29.0Yellow Time (s)3.5 3.53.5All-Red Time (s)1.5 1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)28.0 28.015.0Flash Dont Walk (s)13.0 13.014.0Pedestrian Calls (#/hr)50 5075Act Effct Green (s)41.029.0Actuated g/C Ratio0.510.36v/c Ratio0.891.07Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 10Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRControl Delay13.889.0Queue Delay0.00.0Total Delay13.889.0LOSBFApproach Delay13.889.0Approach LOSBFIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 14 (18%), Referenced to phase 8:WBTL, Start of GreenNatural Cycle: 90Control Type: PretimedMaximum v/c Ratio: 1.07Intersection Signal Delay: 33.7Intersection LOS: CIntersection Capacity Utilization 79.3% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 7: Seneca Street & Cayuga Street
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 11Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 556 46000003042114540Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9880.865Flt Protected0.950Satd. Flow (prot) 0 27710000001281 1312 1467 0Flt Permitted0.950Satd. Flow (perm) 0 27710000001281 1312 1467 0Right Turn on RedNoNoNo NoNoSatd. Flow (RTOR)Link Speed (mph)30303030Link Distance (ft)662972743644Travel Time (s)15.022.116.914.6Peak Hour Factor0.89 0.89 0.89 0.95 0.95 0.95 0.84 0.84 0.84 0.96 0.96 0.96Heavy Vehicles (%)0% 9% 4% 6% 6% 6% 0% 0% 1% 4% 2% 0%Bus Blockages (#/hr)0000000001000Parking (#/hr)5 5 55 5 5Adj. Flow (vph)0 625 52000003622204730Shared Lane Traffic (%)Lane Group Flow (vph) 0 6770000003622204730Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.24 1.14 1.14 1.14 1.14 1.14 1.14 1.35 1.42 1.35 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 11 1 1Detector Template Leading Detector (ft)5050 50 50Trailing Detector (ft)00 0 0Detector 1 Position(ft)00 0 0Detector 1 Size(ft)5050 50 50Detector 1 TypeCl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s)0.00.0 0.0 0.0Detector 1 Queue (s)0.00.0 0.0 0.0Detector 1 Delay (s)0.00.0 0.0 0.0Turn Typecustom PermProtected Phases36Permitted Phases26Detector Phase32 6 6Switch PhaseMinimum Initial (s)10.010.0 10.0 10.0Minimum Split (s)15.015.5 15.0 15.0Total Split (s)0.0 30.0 0.0 0.0 0.0 0.0 0.0 0.0 43.0 43.0 43.0 0.0Total Split (%)0.0% 30.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 43.0% 43.0% 43.0% 0.0%Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 12Lane Groupø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Peak Hour FactorHeavy Vehicles (%)Bus Blockages (#/hr)Parking (#/hr)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)10.0Minimum Split (s)27.0Total Split (s)27.0Total Split (%)27%
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 13Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s)25.038.0 38.0 38.0Yellow Time (s)3.53.5 3.5 3.5All-Red Time (s)1.51.5 1.5 1.5Lost Time Adjust (s) 0.0 -1.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.0 -1.0 -1.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeMaxMax Max MaxWalk Time (s)Flash Dont Walk (s)Pedestrian Calls (#/hr)Act Effct Green (s)26.639.9 39.9 39.9Actuated g/C Ratio0.320.48 0.48 0.48v/c Ratio0.770.59 0.35 0.68Control Delay35.724.6 19.2 26.7Queue Delay0.00.0 0.0 0.0Total Delay35.724.6 19.2 26.7LOSDC B CApproach Delay35.724.3Approach LOSDCIntersection SummaryArea Type:CBDCycle Length: 100Actuated Cycle Length: 83.8Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.77Intersection Signal Delay: 28.8Intersection LOS: CIntersection Capacity Utilization 79.3% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 8: Green Street & Cayuga StreetProposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 14Lane Groupø4Maximum Green (s) 22.0Yellow Time (s) 3.0All-Red Time (s)2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0Recall ModeNoneWalk Time (s) 7.0Flash Dont Walk (s) 15.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 15Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)27 133 0 0 402 0 182 2700000Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.99FrtFlt Protected 0.992 0.950Satd. Flow (prot)0 1663 0 0 1676 0 1593 16760000Flt Permitted 0.871 0.950Satd. Flow (perm)0 1440 0 0 1676 0 1593 16760000Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)121133127216Travel Time (s)2.83.02.94.9Confl. Peds. (#/hr)50Peak Hour Factor0.78 0.78 0.78 0.95 0.95 0.95 0.86 0.86 0.86 0.92 0.92 0.97Adj. Flow (vph)35 171 0 0 423 0 212 3140000Shared Lane Traffic (%)Lane Group Flow (vph) 0 206 0 0 423 0 212 3140000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 1 111 1Detector Template Leading Detector (ft) 50 50 50 50 50Trailing Detector (ft)0 000 0Detector 1 Position(ft)0 000 0Detector 1 Size(ft)50 505050 50Detector 1 TypeCl+Ex Cl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.00.00.0 0.0Detector 1 Delay (s) 0.0 0.00.00.0 0.0Turn TypePermSplitProtected Phases32 31 1Permitted Phases3Detector Phase3 32 31 1Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 7.0Minimum Split (s)22.0 22.024.0 24.0Total Split (s)24.0 24.0 0.0 0.0 49.0 0.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)24.0% 24.0% 0.0% 0.0% 49.0% 0.0% 40.0% 40.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 19.0 19.035.0 35.0Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 16Lane Groupø2 ø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorAdj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases 2 4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s) 7.0 6.0Minimum Split (s)22.0 11.0Total Split (s)25.0 11.0Total Split (%)25% 11%Maximum Green (s) 20.0 6.0
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 17Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRYellow Time (s)3.0 3.03.0 3.0All-Red Time (s)2.0 2.02.0 2.0Lost Time Adjust (s) -1.0 -1.0 0.0 0.0 -1.0 0.0 -1.0 -1.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead LeadLead LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.03.0 3.0Recall ModeNone NoneNone NoneWalk Time (s)7.0 7.07.0 7.0Flash Dont Walk (s) 10.0 10.012.0 12.0Pedestrian Calls (#/hr) 5 525 25Act Effct Green (s)18.342.632.3 32.3Actuated g/C Ratio0.190.450.34 0.34v/c Ratio0.740.560.39 0.55Control Delay53.722.926.2 29.4Queue Delay0.010.70.0 0.0Total Delay53.733.726.2 29.4LOSDCC CApproach Delay53.733.728.1Approach LOSDCCIntersection SummaryArea Type:CBDCycle Length: 100Actuated Cycle Length: 94.2Natural Cycle: 80Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.74Intersection Signal Delay: 34.7 Intersection LOS: CIntersection Capacity Utilization 55.9%ICU Level of Service BAnalysis Period (min) 15Splits and Phases: 17: MLK Jr Street & Seneca WayProposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 18Lane Groupø2 ø4Yellow Time (s)3.0 3.0All-Red Time (s) 2.0 2.0Lost Time Adjust (s)Total Lost Time (s)Lead/LagLag LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0Recall Mode None MinWalk Time (s)7.0Flash Dont Walk (s) 10.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour31: MLK Jr Street & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 19Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Lane ConfigurationsVolume (vph)133 0 0 402 0 663Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.97Frt0.865Flt ProtectedSatd. Flow (prot) 1863 0 0 1863 0 1757Flt PermittedSatd. Flow (perm) 1863 0 0 1863 0 1713Right Turn on RedYesNoSatd. Flow (RTOR)Link Speed (mph)3030 30Link Distance (ft)133167 203Travel Time (s)3.03.8 4.6Confl. Peds. (#/hr)2Peak Hour Factor0.78 0.78 0.94 0.94 0.96 0.96Heavy Vehicles (%)2% 2% 2% 2% 6% 6%Adj. Flow (vph)171 0 0 428 0 691Shared Lane Traffic (%)Lane Group Flow (vph) 171 0 0 428 0 691Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(ft)00 0Link Offset(ft)00 0Crosswalk Width(ft)1616 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 0.85Turning Speed (mph)9 1515 9Number of Detectors 111Detector Template Leading Detector (ft) 50 50 50Trailing Detector (ft)000Detector 1 Position(ft)000Detector 1 Size(ft)505050Detector 1 TypeCl+ExCl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0Detector 1 Queue (s) 0.00.00.0Detector 1 Delay (s) 0.00.00.0Turn TypecustomProtected Phases3 41 2 3 41234Permitted Phases1 2Detector Phase3 41 2 3 41 2Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 6.0Minimum Split (s)24.0 22.0 22.0 11.0Total Split (s)35.0 0.0 0.0 100.0 0.0 65.0 40.0 25.0 24.0 11.0Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour31: MLK Jr Street & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 8 ReportSRF & AssociatesPage 20Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Total Split (%)35.0% 0.0% 0.0% 100.0% 0.0% 65.0% 40% 25% 24% 11%Maximum Green (s)35.0 20.0 19.0 6.0Yellow Time (s)3.0 3.0 3.0 3.0All-Red Time (s)2.0 2.0 2.0 2.0Lost Time Adjust (s) -1.5 0.0 0.0 -1.5 0.0 -1.5Total Lost Time (s) 3.5 4.0 4.0 3.5 4.0 3.5Lead/LagLead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s)3.0 3.0 3.0 3.0Recall ModeNone None None MinWalk Time (s)7.0 7.0 7.0Flash Dont Walk (s)12.0 10.0 10.0Pedestrian Calls (#/hr)25 25 5Act Effct Green (s) 29.9 94.2 57.2Actuated g/C Ratio 0.321.000.61v/c Ratio0.290.230.66Control Delay0.90.316.2Queue Delay2.00.30.0Total Delay2.90.616.2LOSAABApproach Delay2.90.6Approach LOSAAIntersection SummaryArea Type:OtherCycle Length: 100Actuated Cycle Length: 94.2Natural Cycle: 80Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.74Intersection Signal Delay: 9.2 Intersection LOS: AIntersection Capacity Utilization 54.9%ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 31: MLK Jr Street & Green Street
A7
Level of Service Calculations:
Full Development Conditions
with Mitigation
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour3: MLK Jr St & Proposed Driveway1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 1Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)5 107 337 29 5 19Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.989 0.895Flt Protected0.9980.989Satd. Flow (prot)0 1762 1781 0 1682 0Flt Permitted0.9980.989Satd. Flow (perm)0 1762 1781 0 1682 0Link Speed (mph)30 3030Link Distance (ft)260 121128Travel Time (s)5.9 2.82.9Peak Hour Factor0.86 0.86 0.85 0.85 0.75 0.75Heavy Vehicles (%)0% 8% 6% 0% 0% 0%Adj. Flow (vph)6 124 396 34 7 25Shared Lane Traffic (%)Lane Group Flow (vph) 0 130 430 0 32 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 012Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 159 15 9Sign ControlFree FreeStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 29.5%ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour3: MLK Jr St & Proposed Driveway1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 - Report (Mitigation)SRF & AssociatesPage 2MovementEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (veh/h)5 107 337 29 5 19Sign Control Free Free StopGrade0% 0%0%Peak Hour Factor0.86 0.86 0.85 0.85 0.75 0.75Hourly flow rate (vph)6 124 396 34 7 25PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median typeNone NoneMedian storage veh)Upstream signal (ft)260 121pX, platoon unblocked 0.860.86 0.86vC, conflicting volume 431550 414vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 260 398 241tC, single (s)4.16.4 6.2tC, 2 stage (s)tF (s)2.23.5 3.3p0 queue free %9999 96cM capacity (veh/h) 1135524 693Direction, Lane #EB 1 WB 1 SB 1Volume Total130 431 32Volume Left6 0 7Volume Right0 34 25cSH1135 1700 650Volume to Capacity 0.01 0.25 0.05Queue Length 95th (ft) 0 0 4Control Delay (s)0.4 0.0 10.8Lane LOSABApproach Delay (s)0.4 0.0 10.8Approach LOSBIntersection SummaryAverage Delay 0.7Intersection Capacity Utilization 29.5% ICU Level of Service AAnalysis Period (min)15
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour4: MLK Jr St & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 3Lane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph)306 65 454 102 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)13 12 16 16 12 12Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.970.99Frt0.976 0.975Flt Protected0.960Satd. Flow (prot)1525 0 1751 0 0 0Flt Permitted0.960Satd. Flow (perm)1493 0 1751 0 0 0Right Turn on RedNoYesSatd. Flow (RTOR)20Link Speed (mph)303030Link Distance (ft)260494313Travel Time (s)5.911.27.1Confl. Peds. (#/hr)20 1320 20Peak Hour Factor0.85 0.85 0.95 0.95 0.94 0.94Heavy Vehicles (%)9% 4% 5% 5% 2% 2%Bus Blockages (#/hr)005500Adj. Flow (vph) 360 76 478 107 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 436 0 585 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft)1300Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.10 1.14 1.00 0.97 1.14 1.14Turning Speed (mph) 15 99 15Turn TypeProtected Phases 8 2Permitted PhasesMinimum Split (s) 36.0 44.0Total Split (s)36.0 0.0 44.0 0.0 0.0 0.0Total Split (%)45.0% 0.0% 55.0% 0.0% 0.0% 0.0%Maximum Green (s) 31.039.0Yellow Time (s)4.04.0All-Red Time (s)1.01.0Lost Time Adjust (s) -1.0 0.0 -1.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 18.0 26.0Flash Dont Walk (s) 13.013.0Pedestrian Calls (#/hr) 50 30Act Effct Green (s)32.040.0Actuated g/C Ratio 0.400.50Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour4: MLK Jr St & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 4Lane GroupWBL WBR NBT NBR SBL SBTv/c Ratio0.710.66Control Delay28.118.8Queue Delay1.00.0Total Delay29.218.8LOSCBApproach Delay29.218.8Approach LOSCBIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 72 (90%), Referenced to phase 8:WBL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.71Intersection Signal Delay: 23.3 Intersection LOS: CIntersection Capacity Utilization 66.3%ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 4: MLK Jr St & Aurora Street
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 5Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)00005761381873320000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 12 12 13 12 12 12 12Storage Length (ft)00 0150 00 00Storage Lanes00 01 00 00Taper Length (ft)2525 2525 2525 2525Lane Util. Factor1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00Frt0.850Flt Protected0.982Satd. Flow (prot)00002683 1425 0 27970000Flt Permitted0.982Satd. Flow (perm)00002683 1425 0 27970000Right Turn on RedNoNo NoNoNoSatd. Flow (RTOR)Link Speed (mph)30303030Link Distance (ft)312174313162Travel Time (s)7.14.07.13.7Peak Hour Factor0.93 0.93 0.93 0.95 0.95 0.95 0.98 0.98 0.98 0.93 0.93 0.93Heavy Vehicles (%)6% 6% 6% 6% 9% 2% 8% 5% 2% 2% 2% 2%Parking (#/hr)2020 20Adj. Flow (vph)00006061451913390000Shared Lane Traffic (%)Lane Group Flow (vph)000060614505300000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.30 1.14 1.14 1.25 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Turn TypePerm PermProtected Phases82Permitted Phases8 2Minimum Split (s)40.0 40.0 40.0 40.0Total Split (s) 0.0 0.0 0.0 0.0 40.0 40.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 50.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 35.0 35.0 35.0 35.0Yellow Time (s)3.5 3.5 3.0 3.0All-Red Time (s)1.5 1.5 2.0 2.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)23.0 23.0 22.0 22.0Flash Dont Walk (s)12.0 12.0 13.0 13.0Pedestrian Calls (#/hr)75 75 75 75Act Effct Green (s) 35.0 35.0 35.0Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 6Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRActuated g/C Ratio0.44 0.440.44v/c Ratio0.52 0.230.43Control Delay18.3 15.46.9Queue Delay0.0 0.00.2Total Delay18.3 15.47.2LOSB BAApproach Delay17.77.2Approach LOSBAIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.52Intersection Signal Delay: 13.4Intersection LOS: BIntersection Capacity Utilization 42.3% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 5: Seneca Street & Aurora Street
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 7Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)0 0 667 69 0 105Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 11 12 12 12Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Frt0.9860.865Flt ProtectedSatd. Flow (prot)0 0 3373 0 0 1611Flt PermittedSatd. Flow (perm)0 0 3373 0 0 1611Right Turn on Red Yes YesSatd. Flow (RTOR)20173Link Speed (mph)30 3030Link Distance (ft)600 312221Travel Time (s)13.6 7.15.0Peak Hour Factor0.92 0.92 0.95 0.95 0.55 0.55Adj. Flow (vph)0 0 702 73 0 191Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 775 0 0 191Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.00 1.00 1.04 1.00 1.00 1.00Turning Speed (mph) 159 15 9Turn TypecustomProtected Phases86Permitted PhasesMinimum Split (s) 45.0 35.0Total Split (s)0.0 0.0 45.0 0.0 0.0 35.0Total Split (%)0.0% 0.0% 56.3% 0.0% 0.0% 43.8%Maximum Green (s)40.030.0Yellow Time (s)3.53.5All-Red Time (s)1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 5.0 4.0 4.0 5.0Lead/LagLead-Lag Optimize?Walk Time (s) 29.0 17.0Flash Dont Walk (s)11.013.0Pedestrian Calls (#/hr)6040Act Effct Green (s)40.030.0Actuated g/C Ratio0.500.38v/c Ratio0.460.27Control Delay7.24.8Queue Delay0.10.0Total Delay7.34.8Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 8Lane GroupEBL EBT WBT WBR SBL SBRLOSAAApproach Delay7.3Approach LOSAIntersection SummaryArea Type:OtherCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.46Intersection Signal Delay: 6.8 Intersection LOS: AIntersection Capacity Utilization 37.3%ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: Seneca Street & Tioga Street
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 9Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 0 0 204 612 102000036966Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.990.99Frt0.9830.980Flt Protected0.989Satd. Flow (prot)00002855000001262 0Flt Permitted0.989Satd. Flow (perm)00002836000001262 0Right Turn on RedYes NoNoNoNoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)366600644163Travel Time (s)8.313.614.63.7Confl. Peds. (#/hr)485138Peak Hour Factor0.92 0.92 0.92 0.90 0.90 0.90 0.92 0.93 0.93 0.89 0.89 0.89Heavy Vehicles (%)6% 6% 6% 4% 11% 14% 2% 2% 2% 2% 5% 9%Parking (#/hr)202020Adj. Flow (vph)0 0 0 227 680 113000041574Shared Lane Traffic (%)Lane Group Flow (vph)00001020000004890Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.51 1.14Turning Speed (mph) 159 159 159 159Turn TypecustomProtected Phases6Permitted Phases 8 8Minimum Split (s)44.0 44.036.0Total Split (s)0.0 0.0 0.0 40.0 40.0 0.0 0.0 0.0 0.0 0.0 40.0 0.0Total Split (%)0.0% 0.0% 0.0% 50.0% 50.0% 0.0% 0.0% 0.0% 0.0% 0.0% 50.0% 0.0%Maximum Green (s) 35.0 35.0 35.0Yellow Time (s)3.5 3.53.5All-Red Time (s)1.5 1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)26.0 26.017.0Flash Dont Walk (s)13.0 13.014.0Pedestrian Calls (#/hr)50 5075Act Effct Green (s)35.035.0Actuated g/C Ratio0.440.44v/c Ratio0.820.89Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 10Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRControl Delay17.341.5Queue Delay0.00.0Total Delay17.341.5LOSBDApproach Delay17.341.5Approach LOSBDIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 15 (19%), Referenced to phase 8:WBTL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.89Intersection Signal Delay: 25.1Intersection LOS: CIntersection Capacity Utilization 67.4% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 7: Seneca Street & Cayuga Street
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 11Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 604 56000002621502810Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.990.93 0.94Frt0.9870.865Flt Protected0.950Satd. Flow (prot)0 26790000001269 1325 1439 0Flt Permitted0.950Satd. Flow (perm)0 26790000001181 1248 1439 0Right Turn on Red No No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)363972319644Travel Time (s)8.322.17.314.6Confl. Peds. (#/hr)1959 5919 8955 5589Peak Hour Factor0.86 0.86 0.86 0.95 0.95 0.95 0.79 0.79 0.79 0.92 0.92 0.92Heavy Vehicles (%)0% 12% 3% 6% 6% 6% 2% 2% 2% 3% 4% 0%Bus Blockages (#/hr)0000000001000Parking (#/hr)5 5 55 5 5Adj. Flow (vph)0 702 65000003321633050Shared Lane Traffic (%)Lane Group Flow (vph) 0 7670000003321633050Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.24 1.14 1.14 1.14 1.14 1.14 1.14 1.35 1.42 1.35 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 11 1 1Detector Template Leading Detector (ft)5050 50 50Trailing Detector (ft)00 0 0Detector 1 Position(ft)00 0 0Detector 1 Size(ft)5050 50 50Detector 1 TypeCl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s)0.00.0 0.0 0.0Detector 1 Queue (s)0.00.0 0.0 0.0Detector 1 Delay (s)0.00.0 0.0 0.0Turn Typecustom PermProtected Phases36Permitted Phases26Detector Phase32 6 6Switch PhaseMinimum Initial (s)9.510.0 10.0 10.0Minimum Split (s)14.515.5 15.0 15.0Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 12Lane Groupø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorHeavy Vehicles (%)Bus Blockages (#/hr)Parking (#/hr)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)10.0Minimum Split (s)27.0
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 13Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRTotal Split (s)0.0 37.0 0.0 0.0 0.0 0.0 0.0 0.0 31.0 31.0 31.0 0.0Total Split (%)0.0% 38.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 32.6% 32.6% 32.6% 0.0%Maximum Green (s)32.026.0 26.0 26.0Yellow Time (s)3.53.5 3.5 3.5All-Red Time (s)1.51.5 1.5 1.5Lost Time Adjust (s) 0.0 -1.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.0 -1.0 -1.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeMaxMax Max MaxWalk Time (s)Flash Dont Walk (s)Pedestrian Calls (#/hr)Act Effct Green (s)33.927.7 27.7 27.7Actuated g/C Ratio0.430.35 0.35 0.35v/c Ratio0.670.80 0.37 0.60Control Delay24.443.5 25.8 30.7Queue Delay0.00.0 0.0 0.0Total Delay24.443.5 25.8 30.7LOSCD C CApproach Delay24.429.0Approach LOSCCIntersection SummaryArea Type:CBDCycle Length: 95Actuated Cycle Length: 78.8Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.80Intersection Signal Delay: 29.9Intersection LOS: CIntersection Capacity Utilization 67.4% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 8: Green Street & Cayuga StreetProposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 14Lane Groupø4Total Split (s)27.0Total Split (%)28%Maximum Green (s) 22.0Yellow Time (s) 3.0All-Red Time (s)2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0Recall ModeNoneWalk Time (s) 7.0Flash Dont Walk (s) 15.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 15Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)15 97 0 0 273 0 92 1280000Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor1.001.00FrtFlt Protected 0.994 0.950Satd. Flow (prot)0 1579 0 0 1613 0 1354 16600000Flt Permitted 0.924 0.950Satd. Flow (perm)0 1466 0 0 1613 0 1350 16600000Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)121133127216Travel Time (s)2.83.02.94.9Confl. Peds. (#/hr)822 228 11 11Peak Hour Factor0.86 0.86 0.86 0.83 0.83 0.83 0.85 0.85 0.85 0.92 0.92 0.97Heavy Vehicles (%) 25% 5% 0% 0% 6% 0% 20% 3% 0% 0% 0% 0%Adj. Flow (vph) 17 113 0 0 329 0 108 1510000Shared Lane Traffic (%)Lane Group Flow (vph) 0 130 0 0 329 0 108 1510000Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 1 111 1Detector Template Leading Detector (ft)50 505050 50Trailing Detector (ft)0 000 0Detector 1 Position(ft)0 000 0Detector 1 Size(ft)50 505050 50Detector 1 TypeCl+Ex Cl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.00.00.0 0.0Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Delay (s) 0.0 0.00.00.0 0.0Turn TypePermSplitProtected Phases32 31 1Permitted Phases3Detector Phase3 32 31 1Switch PhaseMinimum Initial (s)7.0 7.07.0 7.0Minimum Split (s)22.0 22.024.0 24.0Total Split (s)24.0 24.0 0.0 0.0 48.0 0.0 36.0 36.0 0.0 0.0 0.0 0.0Total Split (%)25.3% 25.3% 0.0% 0.0% 50.5% 0.0% 37.9% 37.9% 0.0% 0.0% 0.0% 0.0%Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 16Lane Groupø2 ø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorHeavy Vehicles (%)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases2 4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)7.0 6.0Minimum Split (s)22.0 11.0Total Split (s)24.0 11.0Total Split (%)25% 12%
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 17Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s) 19.0 19.031.0 31.0Yellow Time (s)3.0 3.03.0 3.0All-Red Time (s)2.0 2.02.0 2.0Lost Time Adjust (s) -1.0 -1.0 0.0 0.0 -1.0 0.0 -1.0 -1.0 0.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag Lead Lead Lead LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeNone NoneNone NoneWalk Time (s)7.0 7.07.0 7.0Flash Dont Walk (s) 10.0 10.012.0 12.0Pedestrian Calls (#/hr) 0 00 0Act Effct Green (s)15.037.628.7 28.7Actuated g/C Ratio0.180.440.33 0.33v/c Ratio0.510.470.24 0.27Control Delay40.519.823.6 23.5Queue Delay0.04.40.0 0.0Total Delay40.524.223.6 23.5LOSDCC CApproach Delay40.524.223.5Approach LOSDCCIntersection SummaryArea Type:CBDCycle Length: 95Actuated Cycle Length: 85.7Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.72Intersection Signal Delay: 26.9Intersection LOS: CIntersection Capacity Utilization 34.2% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 17: MLK Jr St & Seneca WayProposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour17: MLK Jr St & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 18Lane Groupø2 ø4Maximum Green (s) 19.0 6.0Yellow Time (s) 3.0 3.0All-Red Time (s)2.0 2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0Recall ModeNone MinWalk Time (s) 7.0Flash Dont Walk (s) 10.0Pedestrian Calls (#/hr) 0Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour31: MLK Jr St & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 19Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Lane ConfigurationsVolume (vph)97 0 0 273 0 638Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.98Frt0.865Flt ProtectedSatd. Flow (prot) 1810 0 0 1810 0 1709Flt PermittedSatd. Flow (perm) 1810 0 0 1810 0 1666Right Turn on RedYesNoSatd. Flow (RTOR)Link Speed (mph)3030 30Link Distance (ft)133167 203Travel Time (s)3.03.8 4.6Confl. Peds. (#/hr)14 146 2Peak Hour Factor0.78 0.78 0.86 0.86 0.88 0.88Heavy Vehicles (%)5% 5% 5% 5% 9% 9%Adj. Flow (vph)124 0 0 317 0 725Shared Lane Traffic (%)Lane Group Flow (vph) 124 0 0 317 0 725Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(ft)00 0Link Offset(ft)00 0Crosswalk Width(ft)1616 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 0.85Turning Speed (mph)9 1515 9Number of Detectors 111Detector Template Leading Detector (ft) 50 50 50Trailing Detector (ft)000Detector 1 Position(ft)000Detector 1 Size(ft)505050Detector 1 TypeCl+ExCl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0Detector 1 Queue (s) 0.00.00.0Detector 1 Delay (s) 0.00.00.0Turn TypecustomProtected Phases3 41 2 3 41234Permitted Phases1 2Detector Phase3 41 2 3 41 2Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 6.0Minimum Split (s)24.0 22.0 22.0 11.0Total Split (s)35.0 0.0 0.0 95.0 0.0 60.0 36.0 24.0 24.0 11.0Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour31: MLK Jr St & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 20Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Total Split (%)36.8% 0.0% 0.0% 100.0% 0.0% 63.2% 38% 25% 25% 12%Maximum Green (s)31.0 19.0 19.0 6.0Yellow Time (s)3.0 3.0 3.0 3.0All-Red Time (s)2.0 2.0 2.0 2.0Lost Time Adjust (s) -1.5 0.0 0.0 -1.5 0.0 -1.5Total Lost Time (s) 3.5 4.0 4.0 3.5 4.0 3.5Lead/LagLead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s)3.0 3.0 3.0 3.0Recall ModeNone None None MinWalk Time (s)7.0 7.0 7.0Flash Dont Walk (s)12.0 10.0 10.0Pedestrian Calls (#/hr)0 0 0Act Effct Green (s)26.785.751.8Actuated g/C Ratio 0.311.000.60v/c Ratio0.220.180.72Control Delay2.80.217.5Queue Delay1.10.10.0Total Delay3.90.417.5LOSAABApproach Delay3.90.4Approach LOSAAIntersection SummaryArea Type:OtherCycle Length: 95Actuated Cycle Length: 85.7Natural Cycle: 80Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.72Intersection Signal Delay: 11.4 Intersection LOS: BIntersection Capacity Utilization 55.3%ICU Level of Service BAnalysis Period (min) 15Splits and Phases: 31: MLK Jr St & Green Street
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour39: Seneca Way & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 21Lane GroupNBL NBR SET SER NWL NWTLane ConfigurationsVolume (vph)1430000536Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00FrtFlt Protected 0.950Satd. Flow (prot)157700001762Flt Permitted0.950Satd. Flow (perm)157700001762Link Speed (mph)303030Link Distance (ft)216248427Travel Time (s)4.95.69.7Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)3% 3% 2% 2% 10% 10%Adj. Flow (vph)1550000583Shared Lane Traffic (%)Lane Group Flow (vph) 1550000583Enter Blocked Intersection Yes No No No No YesLane AlignmentLeft Right Left Right Left LeftMedian Width(ft)1200Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 0.97Turning Speed (mph) 15 99 15Sign ControlFreeFreeFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 46.8% ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour39: Seneca Way & Seneca Street1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 - Report (Mitigation)SRF & AssociatesPage 22Intersection Sign configuration not allowed in HCM analysis.
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour45: Green Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 23Lane GroupWBL WBR SBL SBR NEL NERLane ConfigurationsVolume (vph)0000220638Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt Protected0.950Satd. Flow (prot)00001490 1333Flt Permitted0.950Satd. Flow (perm)00001490 1333Link Speed (mph)303030Link Distance (ft)203127302Travel Time (s)4.62.96.9Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)2% 2% 2% 2% 9% 9%Adj. Flow (vph)0000239693Shared Lane Traffic (%)Lane Group Flow (vph)0000239693Enter Blocked Intersection No No No No Yes YesLane Alignment Left Right Left Right Left RightMedian Width(ft)0012Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 15 9 15 9 15 9Sign ControlStopStopFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 47.2%ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour45: Green Street & Seneca Way1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 - Report (Mitigation)SRF & AssociatesPage 24Intersection Sign configuration not allowed in HCM analysis.
Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour57: MLK Jr St & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 7 - Report (Mitigation)SRF & AssociatesPage 25Lane GroupEBL EBT WBT WBR SEL SERLane ConfigurationsVolume (vph)0 735 273 536 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt ProtectedSatd. Flow (prot) 0 1569 1629 1321 0 0Flt PermittedSatd. Flow (perm) 0 1569 1629 1321 0 0Link Speed (mph)30 3030Link Distance (ft)167 245427Travel Time (s)3.8 5.69.7Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)9% 9% 5% 10% 2% 2%Adj. Flow (vph)0 799 297 583 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 799 297 583 0 0Enter Blocked Intersection No Yes Yes Yes No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 15 9Sign ControlFree FreeStopIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 46.3%ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - AM Peak Hour57: MLK Jr St & Seneca Street1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 - Report (Mitigation)SRF & AssociatesPage 26MovementEBL EBT WBT WBR SEL SERLane ConfigurationsVolume (veh/h)0 735 273 536 0 0Sign Control Free Free StopGrade0% 0%0%Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph)0 799 297 583 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median typeNone NoneMedian storage veh)Upstream signal (ft)167pX, platoon unblocked0.96vC, conflicting volume 2971096 297vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 297 1078 297tC, single (s)4.26.4 6.2tC, 2 stage (s)tF (s)2.33.5 3.3p0 queue free %100100 100cM capacity (veh/h) 1226232 743Direction, Lane #EB 1 WB 1 WB 2Volume Total799 297 583Volume Left0 0 0Volume Right0 0 583cSH1700 1700 1700Volume to Capacity 0.47 0.17 0.34Queue Length 95th (ft) 0 0 0Control Delay (s)0.0 0.0 0.0Lane LOSApproach Delay (s)0.0 0.0Approach LOSIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 46.3% ICU Level of Service AAnalysis Period (min)15
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour3: MLK Jr Street & Proposed Driveway1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 1Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)6 153 551 33 7 29Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.992 0.890Flt Protected0.9980.991Satd. Flow (prot)0 1860 1850 0 1676 0Flt Permitted0.9980.991Satd. Flow (perm)0 1860 1850 0 1676 0Link Speed (mph)30 3030Link Distance (ft)260 121127Travel Time (s)5.9 2.82.9Peak Hour Factor0.78 0.78 0.94 0.94 0.75 0.75Heavy Vehicles (%)0% 2% 2% 0% 0% 0%Adj. Flow (vph)8 196 586 35 9 39Shared Lane Traffic (%)Lane Group Flow (vph) 0 204 621 0 48 0Enter Blocked Intersection No No No No No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 012Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.00 1.00 1.00 1.00 1.00 1.00Turning Speed (mph) 159 15 9Sign ControlFree FreeStopIntersection SummaryArea Type:OtherControl Type: UnsignalizedIntersection Capacity Utilization 41.0%ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour3: MLK Jr Street & Proposed Driveway1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 Report (Mitigation)SRF & AssociatesPage 2MovementEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (veh/h)6 153 551 33 7 29Sign Control Free Free StopGrade0% 0%0%Peak Hour Factor0.78 0.78 0.94 0.94 0.75 0.75Hourly flow rate (vph)8 196 586 35 9 39PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median typeNone NoneMedian storage veh)Upstream signal (ft)260 121pX, platoon unblocked 0.820.82 0.82vC, conflicting volume 621815 604vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 426 663 405tC, single (s)4.16.4 6.2tC, 2 stage (s)tF (s)2.23.5 3.3p0 queue free %9997 93cM capacity (veh/h) 936348 532Direction, Lane #EB 1 WB 1 SB 1Volume Total204 621 48Volume Left8 0 9Volume Right0 35 39cSH936 1700 483Volume to Capacity 0.01 0.37 0.10Queue Length 95th (ft) 1 0 8Control Delay (s)0.4 0.0 13.3Lane LOSABApproach Delay (s)0.4 0.0 13.3Approach LOSBIntersection SummaryAverage Delay 0.8Intersection Capacity Utilization 41.0% ICU Level of Service AAnalysis Period (min)15
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour4: MLK Jr Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 3Lane GroupWBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph)485 121 439 134 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)13 12 16 16 12 12Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.900.98Frt0.973 0.968Flt Protected0.962Satd. Flow (prot)1586 0 1774 0 0 0Flt Permitted0.962Satd. Flow (perm)1448 0 1774 0 0 0Right Turn on RedNoYesSatd. Flow (RTOR)23Link Speed (mph)303030Link Distance (ft)260494313Travel Time (s)5.911.27.1Confl. Peds. (#/hr)84 5462Peak Hour Factor0.94 0.94 0.97 0.97 0.94 0.94Heavy Vehicles (%)4% 0% 1% 2% 2% 2%Bus Blockages (#/hr)005500Adj. Flow (vph) 516 129 453 138 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 645 0 591 0 0 0Enter Blocked Intersection No No No No No NoLane Alignment Left Right Left Right Left LeftMedian Width(ft)1300Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.10 1.14 1.00 0.97 1.14 1.14Turning Speed (mph) 15 99 15Turn TypeProtected Phases 8 2Permitted PhasesMinimum Split (s) 36.0 44.0Total Split (s)44.0 0.0 36.0 0.0 0.0 0.0Total Split (%)55.0% 0.0% 45.0% 0.0% 0.0% 0.0%Maximum Green (s) 39.031.0Yellow Time (s)4.04.0All-Red Time (s)1.01.0Lost Time Adjust (s) -1.0 0.0 -1.0 0.0 0.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s) 18.0 18.0Flash Dont Walk (s) 13.013.0Pedestrian Calls (#/hr) 50 30Act Effct Green (s)40.032.0Actuated g/C Ratio 0.500.40Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour4: MLK Jr Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 4Lane GroupWBL WBR NBT NBR SBL SBTv/c Ratio0.810.82Control Delay27.231.8Queue Delay13.40.0Total Delay40.731.8LOSDCApproach Delay40.731.8Approach LOSDCIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBL, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.82Intersection Signal Delay: 36.4 Intersection LOS: DIntersection Capacity Utilization 81.4%ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 4: MLK Jr Street & Aurora Street
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 5Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)00008492092483060000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 12 12 13 12 12 12 12Storage Length (ft)00 0150 00 00Storage Lanes00 01 00 00Taper Length (ft)2525 2525 2525 2525Lane Util. Factor1.00 1.00 1.00 1.00 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00Ped Bike Factor0.850.92Frt0.850Flt Protected0.978Satd. Flow (prot)00002733 1439 0 29260000Flt Permitted 0.978Satd. Flow (perm)00002733 1226 0 27060000Right Turn on Red No No No No NoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)319175313395Travel Time (s)7.34.07.19.0Confl. Peds. (#/hr)110 140Peak Hour Factor0.93 0.93 0.93 0.89 0.89 0.89 0.90 0.90 0.90 0.93 0.93 0.93Heavy Vehicles (%)6% 6% 6% 0% 7% 1% 1% 1% 0% 2% 2% 2%Parking (#/hr)2020 20Adj. Flow (vph)00009542352763400000Shared Lane Traffic (%)Lane Group Flow (vph)000095423506160000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.30 1.14 1.14 1.25 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Turn TypePerm PermProtected Phases82Permitted Phases8 2Minimum Split (s)35.0 35.0 35.0 35.0Total Split (s) 0.0 0.0 0.0 0.0 40.0 40.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)0.0% 0.0% 0.0% 0.0% 50.0% 50.0% 50.0% 50.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 35.0 35.0 35.0 35.0Yellow Time (s)3.5 3.5 3.5 3.5All-Red Time (s)1.5 1.5 1.5 1.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)7.0 7.0 7.0 7.0Flash Dont Walk (s)12.0 12.0 13.0 13.0Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour5: Seneca Street & Aurora Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 6Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRPedestrian Calls (#/hr)75 75 75 75Act Effct Green (s) 35.0 35.0 35.0Actuated g/C Ratio0.44 0.440.44v/c Ratio0.80 0.440.52Control Delay25.7 18.911.6Queue Delay4.4 0.00.4Total Delay30.1 18.911.9LOSC BBApproach Delay27.911.9Approach LOSCBIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 0 (0%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 70Control Type: PretimedMaximum v/c Ratio: 0.80Intersection Signal Delay: 22.4Intersection LOS: CIntersection Capacity Utilization 51.8% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 5: Seneca Street & Aurora Street
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 7Lane GroupEBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph)0 0 969 43 0 203Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 11 12 12 12Lane Util. Factor1.00 1.00 0.95 0.95 1.00 1.00Ped Bike Factor0.99Frt 0.994 0.865Flt ProtectedSatd. Flow (prot) 0 0 2781 0 0 1450Flt PermittedSatd. Flow (perm) 0 0 2781 0 0 1450Right Turn on RedNoNoSatd. Flow (RTOR)Link Speed (mph)30 3030Link Distance (ft)592 319396Travel Time (s)13.5 7.39.0Confl. Peds. (#/hr)17950Peak Hour Factor0.94 0.94 0.88 0.88 0.86 0.86Heavy Vehicles (%)6% 6% 6% 6% 2% 2%Bus Blockages (#/hr)0 0 24 24 0 0Parking (#/hr)0Adj. Flow (vph)0 0 1101 49 0 236Shared Lane Traffic (%)Lane Group Flow (vph) 0 0 1150 0 0 236Enter Blocked Intersection No No No No No NoLane AlignmentLeft Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor 1.14 1.14 1.27 1.14 1.14 1.14Turning Speed (mph) 159 15 9Turn TypecustomProtected Phases86Permitted PhasesMinimum Split (s)47.033.0Total Split (s)0.0 0.0 47.0 0.0 0.0 33.0Total Split (%)0.0% 0.0% 58.8% 0.0% 0.0% 41.3%Maximum Green (s) 42.0 28.0Yellow Time (s)3.53.5All-Red Time (s)1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 5.0 4.0 4.0 5.0Lead/LagLead-Lag Optimize?Walk Time (s)31.015.0Flash Dont Walk (s)11.013.0Pedestrian Calls (#/hr)6040Act Effct Green (s)42.028.0Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour6: Seneca Street & Tioga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 8Lane GroupEBL EBT WBT WBR SBL SBRActuated g/C Ratio0.520.35v/c Ratio0.790.46Control Delay12.323.9Queue Delay3.90.0Total Delay16.123.9LOSBCApproach Delay16.1Approach LOS BIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 6 (8%), Referenced to phase 8:WBT, Start of GreenNatural Cycle: 80Control Type: PretimedMaximum v/c Ratio: 0.79Intersection Signal Delay: 17.5Intersection LOS: BIntersection Capacity Utilization 66.7% ICU Level of Service CAnalysis Period (min) 15Splits and Phases: 6: Seneca Street & Tioga Street
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 9Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 0 0 306 918 112000039071Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.980.98Frt0.9870.979Flt Protected0.989Satd. Flow (prot)00003007000001270 0Flt Permitted0.989Satd. Flow (perm)00002979000001270 0Right Turn on RedYes NoNoNoNoSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)664592644397Travel Time (s)15.113.514.69.0Confl. Peds. (#/hr)7171108Peak Hour Factor0.92 0.92 0.92 0.98 0.98 0.98 0.92 0.93 0.93 0.94 0.94 0.94Heavy Vehicles (%)6% 6% 6% 4% 5% 4% 2% 2% 2% 0% 2% 14%Parking (#/hr)202020Adj. Flow (vph)0 0 0 312 937 114000041576Shared Lane Traffic (%)Lane Group Flow (vph)00001363000004910Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)0000Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.51 1.14Turning Speed (mph) 159 159 159 159Turn TypecustomProtected Phases6Permitted Phases 8 8Minimum Split (s)46.0 46.034.0Total Split (s)0.0 0.0 0.0 44.0 44.0 0.0 0.0 0.0 0.0 0.0 36.0 0.0Total Split (%)0.0% 0.0% 0.0% 55.0% 55.0% 0.0% 0.0% 0.0% 0.0% 0.0% 45.0% 0.0%Maximum Green (s) 39.0 39.0 31.0Yellow Time (s)3.5 3.53.5All-Red Time (s)1.5 1.51.5Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 5.0 4.0Lead/LagLead-Lag Optimize?Walk Time (s)28.0 28.015.0Flash Dont Walk (s)13.0 13.014.0Pedestrian Calls (#/hr)50 5075Act Effct Green (s)39.031.0Actuated g/C Ratio0.490.39v/c Ratio0.941.00Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour7: Seneca Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 10Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRControl Delay20.067.4Queue Delay0.00.0Total Delay20.067.4LOSBEApproach Delay20.067.4Approach LOSBEIntersection SummaryArea Type:CBDCycle Length: 80Actuated Cycle Length: 80Offset: 14 (18%), Referenced to phase 8:WBTL, Start of GreenNatural Cycle: 90Control Type: PretimedMaximum v/c Ratio: 1.00Intersection Signal Delay: 32.5Intersection LOS: CIntersection Capacity Utilization 79.3% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 7: Seneca Street & Cayuga Street
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 11Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)0 556 46000003042114540Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt0.9880.865Flt Protected0.950Satd. Flow (prot) 0 27710000001281 1312 1467 0Flt Permitted0.950Satd. Flow (perm) 0 27710000001281 1312 1467 0Right Turn on RedNoNoNo NoNoSatd. Flow (RTOR)Link Speed (mph)30303030Link Distance (ft)662972743644Travel Time (s)15.022.116.914.6Peak Hour Factor0.89 0.89 0.89 0.95 0.95 0.95 0.84 0.84 0.84 0.96 0.96 0.96Heavy Vehicles (%)0% 9% 4% 6% 6% 6% 0% 0% 1% 4% 2% 0%Bus Blockages (#/hr)0000000001000Parking (#/hr)5 5 55 5 5Adj. Flow (vph)0 625 52000003622204730Shared Lane Traffic (%)Lane Group Flow (vph) 0 6770000003622204730Enter Blocked Intersection No No No No No No No No No No No NoLane Alignment Left Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft)16161616Two way Left Turn LaneHeadway Factor1.14 1.24 1.14 1.14 1.14 1.14 1.14 1.14 1.35 1.42 1.35 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 11 1 1Detector Template Leading Detector (ft)5050 50 50Trailing Detector (ft)00 0 0Detector 1 Position(ft)00 0 0Detector 1 Size(ft)5050 50 50Detector 1 TypeCl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s)0.00.0 0.0 0.0Detector 1 Queue (s)0.00.0 0.0 0.0Detector 1 Delay (s)0.00.0 0.0 0.0Turn Typecustom PermProtected Phases36Permitted Phases26Detector Phase32 6 6Switch PhaseMinimum Initial (s)10.010.0 10.0 10.0Minimum Split (s)15.015.5 15.0 15.0Total Split (s)0.0 30.0 0.0 0.0 0.0 0.0 0.0 0.0 43.0 43.0 43.0 0.0Total Split (%)0.0% 30.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 43.0% 43.0% 43.0% 0.0%Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 12Lane Groupø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Peak Hour FactorHeavy Vehicles (%)Bus Blockages (#/hr)Parking (#/hr)Adj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s)10.0Minimum Split (s)27.0Total Split (s)27.0Total Split (%)27%
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 13Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRMaximum Green (s)25.038.0 38.0 38.0Yellow Time (s)3.53.5 3.5 3.5All-Red Time (s)1.51.5 1.5 1.5Lost Time Adjust (s) 0.0 -1.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.0 -1.0 -1.0 0.0Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/Lag LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0 3.0 3.0Recall ModeMaxMax Max MaxWalk Time (s)Flash Dont Walk (s)Pedestrian Calls (#/hr)Act Effct Green (s)26.639.9 39.9 39.9Actuated g/C Ratio0.320.48 0.48 0.48v/c Ratio0.770.59 0.35 0.68Control Delay35.724.6 19.2 26.7Queue Delay0.00.0 0.0 0.0Total Delay35.724.6 19.2 26.7LOSDC B CApproach Delay35.724.3Approach LOSDCIntersection SummaryArea Type:CBDCycle Length: 100Actuated Cycle Length: 83.8Natural Cycle: 90Control Type: Actuated-UncoordinatedMaximum v/c Ratio: 0.77Intersection Signal Delay: 28.8Intersection LOS: CIntersection Capacity Utilization 79.3% ICU Level of Service DAnalysis Period (min) 15Splits and Phases: 8: Green Street & Cayuga StreetProposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour8: Green Street & Cayuga Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 14Lane Groupø4Maximum Green (s) 22.0Yellow Time (s) 3.0All-Red Time (s)2.0Lost Time Adjust (s)Total Lost Time (s)Lead/Lag LagLead-Lag Optimize?Vehicle Extension (s) 3.0Recall ModeNoneWalk Time (s) 7.0Flash Dont Walk (s) 15.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 15Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph)27 133 0 0 402 0 182 2700000Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.99FrtFlt Protected 0.992 0.950Satd. Flow (prot)0 1663 0 0 1676 0 1593 16760000Flt Permitted 0.871 0.950Satd. Flow (perm)0 1440 0 0 1676 0 1593 16760000Right Turn on Red Yes Yes Yes YesSatd. Flow (RTOR)Link Speed (mph) 30 30 30 30Link Distance (ft)121133127216Travel Time (s)2.83.02.94.9Confl. Peds. (#/hr)50Peak Hour Factor0.78 0.78 0.78 0.95 0.95 0.95 0.86 0.86 0.86 0.92 0.92 0.97Adj. Flow (vph)35 171 0 0 423 0 212 3140000Shared Lane Traffic (%)Lane Group Flow (vph) 0 206 0 0 423 0 212 3140000Enter Blocked Intersection No No No No No No No No No No No NoLane AlignmentLeft Left Right Left Left Right Left Left Right Left Left RightMedian Width(ft)001212Link Offset(ft)0000Crosswalk Width(ft) 16 16 16 16Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 159 159 159Number of Detectors 1 111 1Detector Template Leading Detector (ft) 50 50 50 50 50Trailing Detector (ft)0 000 0Detector 1 Position(ft)0 000 0Detector 1 Size(ft)50 505050 50Detector 1 TypeCl+Ex Cl+ExCl+Ex Cl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0Detector 1 Queue (s) 0.0 0.00.00.0 0.0Detector 1 Delay (s) 0.0 0.00.00.0 0.0Turn TypePermSplitProtected Phases32 31 1Permitted Phases3Detector Phase3 32 31 1Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 7.0Minimum Split (s)22.0 22.024.0 24.0Total Split (s)24.0 24.0 0.0 0.0 49.0 0.0 40.0 40.0 0.0 0.0 0.0 0.0Total Split (%)24.0% 24.0% 0.0% 0.0% 49.0% 0.0% 40.0% 40.0% 0.0% 0.0% 0.0% 0.0%Maximum Green (s) 19.0 19.035.0 35.0Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 16Lane Groupø2 ø4Lane ConfigurationsVolume (vph)Ideal Flow (vphpl)Lane Util. FactorPed Bike FactorFrtFlt ProtectedSatd. Flow (prot)Flt PermittedSatd. Flow (perm)Right Turn on RedSatd. Flow (RTOR)Link Speed (mph)Link Distance (ft)Travel Time (s)Confl. Peds. (#/hr)Peak Hour FactorAdj. Flow (vph)Shared Lane Traffic (%)Lane Group Flow (vph)Enter Blocked IntersectionLane AlignmentMedian Width(ft)Link Offset(ft)Crosswalk Width(ft)Two way Left Turn LaneHeadway FactorTurning Speed (mph)Number of Detectors Detector Template Leading Detector (ft)Trailing Detector (ft)Detector 1 Position(ft)Detector 1 Size(ft)Detector 1 TypeDetector 1 ChannelDetector 1 Extend (s)Detector 1 Queue (s)Detector 1 Delay (s)Turn TypeProtected Phases 2 4Permitted PhasesDetector PhaseSwitch PhaseMinimum Initial (s) 7.0 6.0Minimum Split (s)22.0 11.0Total Split (s)25.0 11.0Total Split (%)25% 11%Maximum Green (s) 20.0 6.0
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 17Lane GroupEBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRYellow Time (s)3.0 3.03.0 3.0All-Red Time (s)2.0 2.02.0 2.0Lost Time Adjust (s) -1.0 -1.0 0.0 0.0 -1.0 0.0 -1.0 -1.0 0.0 0.0 0.0 0.0Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0Lead/LagLead LeadLead LeadLead-Lag Optimize?Vehicle Extension (s) 3.0 3.03.0 3.0Recall ModeNone NoneNone NoneWalk Time (s)7.0 7.07.0 7.0Flash Dont Walk (s) 10.0 10.012.0 12.0Pedestrian Calls (#/hr) 5 525 25Act Effct Green (s)18.342.632.3 32.3Actuated g/C Ratio0.190.450.34 0.34v/c Ratio0.740.560.39 0.55Control Delay53.722.926.2 29.4Queue Delay0.010.70.0 0.0Total Delay53.733.726.2 29.4LOSDCC CApproach Delay53.733.728.1Approach LOSDCCIntersection SummaryArea Type:CBDCycle Length: 100Actuated Cycle Length: 94.2Natural Cycle: 80Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.74Intersection Signal Delay: 34.7 Intersection LOS: CIntersection Capacity Utilization 55.9%ICU Level of Service BAnalysis Period (min) 15Splits and Phases: 17: MLK Jr Street & Seneca WayProposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour17: MLK Jr Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 18Lane Groupø2 ø4Yellow Time (s)3.0 3.0All-Red Time (s) 2.0 2.0Lost Time Adjust (s)Total Lost Time (s)Lead/LagLag LagLead-Lag Optimize?Vehicle Extension (s) 3.0 3.0Recall Mode None MinWalk Time (s)7.0Flash Dont Walk (s) 10.0Pedestrian Calls (#/hr) 25Act Effct Green (s)Actuated g/C Ratiov/c RatioControl DelayQueue DelayTotal DelayLOSApproach DelayApproach LOSIntersection Summary
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour31: MLK Jr Street & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 19Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Lane ConfigurationsVolume (vph)133 0 0 402 0 663Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Ped Bike Factor0.97Frt0.865Flt ProtectedSatd. Flow (prot) 1863 0 0 1863 0 1757Flt PermittedSatd. Flow (perm) 1863 0 0 1863 0 1713Right Turn on RedYesNoSatd. Flow (RTOR)Link Speed (mph)3030 30Link Distance (ft)133167 203Travel Time (s)3.03.8 4.6Confl. Peds. (#/hr)2Peak Hour Factor0.78 0.78 0.94 0.94 0.96 0.96Heavy Vehicles (%)2% 2% 2% 2% 6% 6%Adj. Flow (vph)171 0 0 428 0 691Shared Lane Traffic (%)Lane Group Flow (vph) 171 0 0 428 0 691Enter Blocked Intersection No No No No No NoLane AlignmentLeft Right Left Left Left RightMedian Width(ft)00 0Link Offset(ft)00 0Crosswalk Width(ft)1616 16Two way Left Turn LaneHeadway Factor 1.00 1.00 1.00 1.00 1.00 0.85Turning Speed (mph)9 1515 9Number of Detectors 111Detector Template Leading Detector (ft) 50 50 50Trailing Detector (ft)000Detector 1 Position(ft)000Detector 1 Size(ft)505050Detector 1 TypeCl+ExCl+Ex Cl+ExDetector 1 ChannelDetector 1 Extend (s) 0.0 0.0 0.0Detector 1 Queue (s) 0.00.00.0Detector 1 Delay (s) 0.00.00.0Turn TypecustomProtected Phases3 41 2 3 41234Permitted Phases1 2Detector Phase3 41 2 3 41 2Switch PhaseMinimum Initial (s) 7.0 7.0 7.0 6.0Minimum Split (s)24.0 22.0 22.0 11.0Total Split (s)35.0 0.0 0.0 100.0 0.0 65.0 40.0 25.0 24.0 11.0Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour31: MLK Jr Street & Green Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 20Lane GroupEBT EBR WBL WBT NEL NER ø1 ø2 ø3 ø4Total Split (%)35.0% 0.0% 0.0% 100.0% 0.0% 65.0% 40% 25% 24% 11%Maximum Green (s)35.0 20.0 19.0 6.0Yellow Time (s)3.0 3.0 3.0 3.0All-Red Time (s)2.0 2.0 2.0 2.0Lost Time Adjust (s) -1.5 0.0 0.0 -1.5 0.0 -1.5Total Lost Time (s) 3.5 4.0 4.0 3.5 4.0 3.5Lead/LagLead Lag Lead LagLead-Lag Optimize?Vehicle Extension (s)3.0 3.0 3.0 3.0Recall ModeNone None None MinWalk Time (s)7.0 7.0 7.0Flash Dont Walk (s)12.0 10.0 10.0Pedestrian Calls (#/hr)25 25 5Act Effct Green (s) 29.9 94.2 57.2Actuated g/C Ratio 0.321.000.61v/c Ratio0.290.230.66Control Delay0.90.316.2Queue Delay2.00.30.0Total Delay2.90.616.2LOSAABApproach Delay2.90.6Approach LOSAAIntersection SummaryArea Type:OtherCycle Length: 100Actuated Cycle Length: 94.2Natural Cycle: 80Control Type: Semi Act-UncoordMaximum v/c Ratio: 0.74Intersection Signal Delay: 9.2 Intersection LOS: AIntersection Capacity Utilization 54.9%ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 31: MLK Jr Street & Green Street
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour39: Seneca Way & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 21Lane GroupNBL NBR SET SER NWL NWTLane ConfigurationsVolume (vph)2970000627Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Width (ft)12 12 12 12 12 16Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00FrtFlt Protected 0.950Satd. Flow (prot)159300001794Flt Permitted0.950Satd. Flow (perm)159300001794Link Speed (mph)303030Link Distance (ft)216249427Travel Time (s)4.95.79.7Peak Hour Factor0.92 0.92 0.92 0.92 0.94 0.94Heavy Vehicles (%)2% 2% 2% 2% 2% 8%Adj. Flow (vph)3230000667Shared Lane Traffic (%)Lane Group Flow (vph) 3230000667Enter Blocked Intersection Yes No No No No YesLane AlignmentLeft Right Left Right Left LeftMedian Width(ft)1200Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor 1.14 1.14 1.14 1.14 1.14 0.97Turning Speed (mph) 15 99 15Sign ControlFreeFreeFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 61.6% ICU Level of Service BAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour39: Seneca Way & Seneca Street1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 Report (Mitigation)SRF & AssociatesPage 22Intersection Sign configuration not allowed in HCM analysis.
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour45: Green Street & Seneca Way1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 23Lane GroupWBL WBR SBL SBR NEL NERLane ConfigurationsVolume (vph)0000452663Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt Protected0.950Satd. Flow (prot)00001533 1371Flt Permitted0.950Satd. Flow (perm)00001533 1371Link Speed (mph)303030Link Distance (ft)203127302Travel Time (s)4.62.96.9Peak Hour Factor0.92 0.92 0.92 0.92 0.92 0.92Heavy Vehicles (%)2% 2% 2% 2% 6% 6%Adj. Flow (vph)0000491721Shared Lane Traffic (%)Lane Group Flow (vph)0000491721Enter Blocked Intersection No No No No Yes YesLane Alignment Left Right Left Right Left RightMedian Width(ft)0012Link Offset(ft)000Crosswalk Width(ft)161616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 15 9 15 9 15 9Sign ControlStopStopFreeIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 48.9%ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour45: Green Street & Seneca Way1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 Report (Mitigation)SRF & AssociatesPage 24Intersection Sign configuration not allowed in HCM analysis.
Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour57: MLK Jr Street & Seneca Street1/12/2015Lanes, Volumes, TimingsSynchro 7 Report (Mitigation)SRF & AssociatesPage 25Lane GroupEBL EBT WBT WBR SEL SERLane ConfigurationsVolume (vph)0 796 402 627 0 0Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900Lane Util. Factor1.00 1.00 1.00 1.00 1.00 1.00Frt0.850Flt ProtectedSatd. Flow (prot) 0 1676 1676 1346 0 0Flt PermittedSatd. Flow (perm) 0 1676 1676 1346 0 0Link Speed (mph)30 3030Link Distance (ft)167 245427Travel Time (s)3.8 5.69.7Peak Hour Factor0.96 0.96 0.94 0.94 0.92 0.92Heavy Vehicles (%)2% 2% 2% 8% 2% 2%Adj. Flow (vph)0 829 428 667 0 0Shared Lane Traffic (%)Lane Group Flow (vph) 0 829 428 667 0 0Enter Blocked Intersection No Yes Yes Yes No NoLane Alignment Left Left Left Right Left RightMedian Width(ft)0 00Link Offset(ft)0 00Crosswalk Width(ft)16 1616Two way Left Turn LaneHeadway Factor1.14 1.14 1.14 1.14 1.14 1.14Turning Speed (mph) 159 15 9Sign ControlFree FreeStopIntersection SummaryArea Type:CBDControl Type: UnsignalizedIntersection Capacity Utilization 49.9%ICU Level of Service AAnalysis Period (min) 15Proposed canopy Ithaca HotelFull Development Conditions - PM Peak Hour57: MLK Jr Street & Seneca Street1/12/2015HCM Unsignalized Intersection Capacity AnalysisSynchro 7 Report (Mitigation)SRF & AssociatesPage 26MovementEBL EBT WBT WBR SEL SERLane ConfigurationsVolume (veh/h)0 796 402 627 0 0Sign Control Free Free StopGrade0% 0%0%Peak Hour Factor0.96 0.96 0.94 0.94 0.92 0.92Hourly flow rate (vph)0 829 428 667 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median typeNone NoneMedian storage veh)Upstream signal (ft)167pX, platoon unblocked0.93vC, conflicting volume 4281257 428vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 428 1240 428tC, single (s)4.16.4 6.2tC, 2 stage (s)tF (s)2.23.5 3.3p0 queue free %100100 100cM capacity (veh/h) 1132181 627Direction, Lane #EB 1 WB 1 WB 2Volume Total829 428 667Volume Left0 0 0Volume Right0 0 667cSH1700 1700 1700Volume to Capacity 0.49 0.25 0.39Queue Length 95th (ft) 0 0 0Control Delay (s)0.0 0.0 0.0Lane LOSApproach Delay (s)0.0 0.0Approach LOSIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 49.9% ICU Level of Service AAnalysis Period (min)15
!!!!!!!!!3!8!7!6!5!4!2!1E State StE Buffalo StE Seneca StE Green StN Tioga St
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N Geneva St N Cayuga StS A u ror a S tSchuyler PlHudson StS Cayuga StS Ge neva StW State StGiles StW Green StW Seneca StProspect StW Buffalo StParker PlSage Pl
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PROPOSED CANOPY ITHACA HILTON HOTEL·CITY OF ITHACA, NY0300600150FeetLegendSite LocationStudy Area!Study Intersection!Proposed IntersectionPROPOSEDPROPOSEDCANOPYCANOPYHOTELHOTEL3FIGURE 1 - SITE LOCATION AND STUDY AREA
Downtown Ithaca, NY Planning Board Presentation 10.28.2014
Ithaca | The Commons by Hilton PROPOSED SITE PLAN FIGURE 5
Group One
Ithaca
Downtown
Associates,
LLC
Proposed
by
Hilton
Downtown
Ithaca,
New
York
PLANNING BOARD SUBMISSION 01.13.2015
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton SITE AERIAL – PROJECT CONTEXT
EAST STAT
E
S
T
R
E
E
T
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton SITE BIRD’S EYE – PROJECT LOCATION
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton EXISTING SURVEY
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton DEMOLITION PLAN
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton UTILITY PLAN
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton GRADING PLAN
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton SITE LAYOUT PLAN
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton LANDSCAPE PLAN
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton LANDSCAPE- TRELLIS/BENCH DETAIL
Bench/Trellis: Warehouse Style Window
8’
5’1’-8”1’-4”
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton TERRACE- TRELLIS/BENCH DETAIL
Bench/Trellis
736 sf
Bench/Planter Fire Pit
Bench/Trellis: 2-Story Large Warehouse Style Window
11’
8’1’-8”1’-4”
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton GROUND + SECOND FLOOR PLAN
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton TYPICAL + SEVENTH FLOOR PLAN
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton VIEW FROM EAST STATE STREET
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton HOTEL ARRIVAL EXPERIENCE
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton VIEW FROM SENECA WAY
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton VIEW FROM SENECA WAY
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton EXTERIOR ELEVATIONS
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton MATERIALS PRECEDENT
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton CONTEXT VIEWS
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton CONTEXT VIEWS
Downtown
Ithaca,
NY
Planning Board Submission 01.13.2015
Ithaca | The Commons by Hilton CONTEXT VIEWS
GENERAL INFORMATION & KEY TO SUBSURFACE LOGS
The Subsurface Logs attached to this report present the observations and mechanical data collected by the driller at the site,
supplemented by classification of the material removed from the borings as determined through visual identification by technicians
in the laboratory. It is cautioned that the materials removed from the borings represent only a fraction of the total volume of the
deposits at the site and may not necessarily be representative of the subsurface conditions between adjacent borings or between the
sampled intervals. The data presented on the Subsurface Logs together with the recovered samples provide a basis for evaluating
the character of the subsurface conditions relative to the project. The evaluation must consider all the recorded details and their
significance relative to each other. Often analyses of standard boring data indicate the need for additional testing or sampling
procedures to more accurately evaluate the subsurface conditions. Any evaluation of the contents of this report and recovered samples
must be performed by qualified professionals. The following information defines some of the procedures and terms used on the
Subsurface Logs to describe the conditions encountered, consistent with the numbered identifiers shown on the Key opposite this
page.
1. The figures in the Depth column define the scale of the Subsurface Log.
2. The Samples column shows, graphically, the depth range from which a sample was recovered. See Table I for descriptions
of the symbols used to represent the various types of samples.
3. The Sample No. is used for identification on sample containers and/or Laboratory Test Reports.
4. Blows on Sampler - shows the results of the “Penetration Test”, recording the number of blows required to drive a split spoon
sampler into the soil. The number of blows required for each six inches is recorded. The first 6 inches of penetration is
considered a seating drive. The number of blows required for the second and third 6 inches of penetration is termed the
penetration resistance, N. The outside diameter of the sampler, hammer weight and length of drop are noted at the bottom of
the Subsurface Log.
5. Blows on Casing - Shows the number of blows required to advance the casing a distance of 12 inches. The casing size, hammer
weight, and length of drop are noted at the bottom of the Subsurface Log. If the casing is advanced by means other than
driving, the method of advancement will be indicated in the Notes column or under the Method of Investigation at the bottom
of the Subsurface Log. Alternatively, sample recovery may be shown in this column, or other data consistent with the column
heading.
6. All recovered soil samples are reviewed in the laboratory by an engineering technician, geologist or geotechnical engineer,
unless noted otherwise. Visual descriptions are made on the basis of a combination of the driller’s field descriptions and noted
observations together with the sample as received in the laboratory. The method of visual classification is based primarily on
the Unified Soil Classification System (ASTM D 2487) with regard to the particle size and plasticity (See Table No. II), and
the Unified Soil Classification System group symbols for the soil types are sometimes included with the soil classification.
Additionally, the relative portion, by weight, of two or more soil types is described for granular soils in accordance with
“Suggested Methods of Test for Identification of Soils” by D.M. Burmister, ASTM Special Technical Publication 479, June
1970. (See Table No. III). Description of the relative soil density or consistency is based upon the penetration records as
defined in Table No. IV. The description of the soil moisture is based upon the relative wetness of the soil as recovered and
is described as dry, moist, wet and saturated. Water introduced into the boring either naturally or during drilling may have
affected the moisture condition of the recovered sample. Special terms are used as required to describe soil deposition in
greater detail; several such terms are listed in Table V. When sampling gravelly soils with a standard two inch diameter split
spoon, the true percentage of gravel is often not recovered due to the relatively small sampler diameter. The presence of
boulders and large gravel is sometimes, but not necessarily, detected by an evaluation of the casing and sampler blows or
through the “action” of the drill rig as reported by the driller.
7. Rock description is based on review of the recovered rock core and the driller’s notes. Frequently used rock classification
terms are included in Table VI.
8. The stratification lines represent the approximate boundary between soil types and the transition may be gradual. Solid
stratification lines delineate apparent changes in soil type, based upon review of recovered soil samples and the driller’s notes.
Dashed lines convey a lesser degree of certainty with respect to either a change in soil type or where such change may occur.
9. Miscellaneous observations and procedures noted by the driller are shown in this column, including water level observations.
It is important to realize the reliability of the water level observations depends upon the soil type (water does not readily
stabilize in a hole through fine grained soils), and that any drill water used to advance the boring may have influenced the
observations. The ground water level will fluctuate seasonally, typically. One or more perched or trapped water levels may
exist in the ground seasonally. All the available readings should be evaluated. If definite conclusions cannot be made, it is
often prudent to examine the conditions more thoroughly through test pit excavations or groundwater observation wells.
10. The length of core run is defined as the length of penetration of the core barrel. Core recovery is the length of core recovered
divided by the core run. The RQD (Rock Quality Designation) is the total length of pieces of NX core exceeding 4 inches
divided by the core run. The size core barrel used is also noted in the Method of Investigation at the bottom of the Subsurface
Log.
1/15/2015 Page 1 of 5
City of Ithaca
FULL ENVIRONMENTAL ASSESSMENT FORM (FEAF)Part III
Hilton Canopy Hotel 330 E.State St./M.L.K.,Jr.Blvd.
Date Created:10/7/14,Revised 11515
PROJECT DESCRIPTION
The applicant is proposing to build a sevenstory,80’tall hotel with 123 guest rooms.The ground
floor will include a breakfast room,a bar/lounge,meeting rooms,fitness area,pool,and an
approximately 2,000SF retail/restaurant space.Exterior finishes include stone and brick veneers,
metal panel systems,and aluminum windows.The site layout features a dropoff area with a glass
and aluminum porte cochère,a 12space parking area,bike racks and walkway accessible from State
Street,and a pedestrian entrance to the hotel and retail space on Seneca Way.The project site is in
the CDB 100 Zoning District and consists of three tax parcels:two currently owned by the Ithaca
Urban Renewal Agency (IURA)and used as metered parking;and a portion of another tax parcel in
private ownership,also used as parking.This is a Type I Action under the City of Ithaca
Environmental Quality Review Ordinance,§176 4 B.(1)(h.)(4),(k.),and (n.),and the State
Environmental Quality Review Act,§617.4 (b)(9),and is subject to environmental review.
The project has received Design Review,and requires parcel consolidation and possible subdivision.
IMPACT ON LAND
The project site is currently used as a surface parking lot and is surrounded by existing mixed use
developments.The applicant has submitted a document titled Geotechnical Engineering Report,
Proposed Canopy Hilton Hotel,310324 East State Street,Ithaca New York,dated December 2014
and prepared by Empire GeoServices Inc.of Cortland New York.The reposrt is based on analysis of
8 test borings and one observation well.Some of the conclusions made by report are as follows:
Planning for design and construction of the new building will be impacted primarily by the
presence of deep fill and the loads associated with the seven story structure,which are
anticipated to be heavy.
Due to uncertainty regarding composition and placement regarding the existing fill,it is
recommended that all existing fill and remnants of former structures be removed from
beneath new building foundations and floor slabs.New building foundations and floor slabs
may be seated on either native undisturbed soils or on imported structural fill which is
placed over the native soils after all existing fill and/or otherwise unsuitable materials are
removed.
The complete removal and replacement of all existmg fill as recommended above would
require extensive excavation and earthwork (as the fill is relatively deep across the site),and
that building loads will be substantial,consideration may also be given to the use of a deep
foundation system which might consist of either driven piles or drilled shafts seated on or
within the bedrock at depth,whereby the fill may be left in place.The floor slab should also
be supported by the deep foundation system in this case.
The applicant has not stated the foundation type.If a shallow foundation type is chosen,
information should be provided stating the amount of excavation and replacement fill needed,
duration of such excavation and replacement,number of anticipated truck trips,their routing and
any anticipated shoring of adjacent structures and roadways.If a deep foundation type is chosen,
For discussion only – needs further editing to include
all information
1/15/2015 Page 2 of 5
information should be provided stating the duration of foundation work,any measures that will be
taken to abate noise and vibration,and plans to protect adjacent buildings and roadways.
IMPACT ON WATER
No impact anticipated.
IMPACT ON DRAINAGE
No impact anticipated.
IMPACT ON AIR
The project site is in a densely populated area.Construction is projected to last 18 months and will
likely be concurrent with several other construction projects in the downtown area.
The cumulative impacts of airborne dust could have a negative impact during the construction
period.The excavation and the preparation of foundations can also create the potential for
increased dust and dirt particles in the air.The applicant should employ the following applicable
dustcontrol measures as appropriate:
Misting or fog spraying site to minimize dust.
Maintaining crushed stone tracking pads at all entrances to the construction site.
Reseeding disturbed areas to minimize bare exposed soils.
Keeping roads clear of dust and debris.
Requiring trucks to be covered.
Prohibiting burning of debris on site.
The project includes a ground floor retail space anticipated to be a restaurant.Any future exterior
venting that may cause noise or odor should be reviewed by the Lead Agency or Staff.
IMPACT ON PLANTS &ANIMALS
No impact anticipated
IMPACT ON AESTHETIC RESOURCES
The project site is located on the eastern end of the Commons,the City’s retail,tourism,and
entertainment center,and has frontage both on E.State Street and Seneca Street.At approximately
80’and seven stories,the building will be visible from portions of the Commons,State Street,and
Seneca Street,and East Hill,and may be visible from points within the Ithaca Downtown National
Register Historic District and the East Hill Local Historic District.
The applicant has submitted visualization showing the proposed building from E.Seneca St within
the East Hill Historic District looking west ,S Aurora St.looking north,E Seneca /Aurora St.looking
east,and from the mid block of ‘Restaurant Row’on N Aurora St.
Additional information/LA discussion on the following:
Roof plan showing any mechanicals
Attention to blank facades and penthouse (design)
1/15/2015 Page 3 of 5
Mechanical shed
Any additional signage will be reviewed by the Planning Board.
IMPACT ON HISTORIC RESOURCES
The project is in close proximity to the Downtown Ithaca National Register Historic District and the
East Hill Historic District and will be visible from points within those districts,and beyond.
Information Needed:
Visualizations of project from various points selected by the Lead Agency
Roof plan showing any mechanicals
Signage
IMPACT ON OPEN SPACE AREA
No impact anticipated
IMPACT ON TRANSPORTATION
Information Needed:
Valet parking routes and usage rates
Response to County Planning Commissioner comments (below)
Response to City Transportation Engineer comments (below)
Pedestrian safety/circulation
Bike parking
Parking and dropoff plan
In a letter,from Ed Marx,Tompkins County Commissioner of Planning to Lisa Nicholas,Senior
Planner,dated October 28,2014,the following recommendation was given:
The City should require a full analysis of the impacts of this project including an assessment
of the traffic and parking impacts.Of particular interest are turning movements onto East
State/MLK Street upon exiting the site and the capacity of downtown parking facilities to
accommodate this and other projects under development downtown.
In a memorandum from Tim Logue,City Transportation Engineer,dated October 23,2014,the
following comments were given:
How will this hotel be served as far as trash pick up,deliveries,etc?Will a loading zone be
needed on Seneca Way?Based on previous studies about traffic generation and hotels,both
downtown and in other places in the City,I will not require a traffic study.However,the
hotel should coordinate with the Parking Director.Any work along the East State/MLK Jr
Street right of way will require a City Street Permit;any work along the Seneca Way right of
way will require a Highway Work Permit from the New York State Department of
Transportation.
The hotel use is required to provide at least 1 bicycle parking space per 20 employees and
have a minimum of 6 bicycle parking spaces.These bicycle parking spaces should be
1/15/2015 Page 4 of 5
primarily sited for employee use;though the general public should have access to the
parking spaces as well.The retail use is required to provide at least 2 bicycle parking spaces,
which should be proximate to the retail space entrance.
The applicant has submitted a TIS prepared by SRF and dated January 2015.INSERT F
FINDINGS OF TIS
Parking
The proposed hotel will have 123 guest rooms,and a 2,000 SF restaurant.The TIScalculates
that the parking demand will be between 69 and 125 spaces.Questions have been raised
about the adequacy of the downtown parking supply,particularly the city owned Seneca St
garage,that is expected to serve this project.
The table below shows the existing and projected capacity of the three publically owned
downtown garages.The data assumes that the Seneca Street garage provides parking for the
Hilton Canopy,the Green Streetgarage provides parking for the adjacent Marriott Hotel
(currently under construction),while the Cayuga Street garage provides parking for the
adjacent Cayuga Place II apartments (also currently under construction).The table
illustrates that all garages have excess evening capacity after the construction of the above
reference projects.
Seneca,Green and Cayuga Street Garage Capacity with Projected Hotel Usage as of January 2015
Seneca Garage
Spaces Occupied Spaces Available
Number % Number %
Total number of spaces in garage 451 Daytime 210 47% 241 53%
Evening Current *150 33% 301 67%
Evening with Canopy Hotel** 273 61% 178 39%
*Includes 100 spaces under contract to the Hilton Garden Inn
**Assumes 100%hotel occupancy with one car/room
Green Street Garage
Spaces Occupied Spaces Available
Number % Number %
Total number of spaces in garage 425 Daytime 271 64% 154 36%
Evening Current 140 33% 285 67%
Evening with MarriotHotel* 300 71% 125 29%
*Assumes 100%hotel occupancy with one car/room
Cayuga Street Garage
Spaces Available
Number % Number %
Total number of spaces in garage 684 Morning10am 308 45% 376 55%
Afternoon 2pm 288 42% 396 58%
Evening current 117 17% 567 83%
Evenings w/Cayuga Pl.II* 185 27% 500 73%
*Assumes 1.5 cars per unit
Evening Occupancy Combined Total for all Three Garages with both Hotels and Cayuga Place II
Spaces Available
Total number of spaces 1560 Number % Number %
758 49% 803 51%
Source:Frank Nagy,City Director of Parking
Spaces Occupied
Spaces Occupied
1/15/2015 Page 5 of 5
Pedestrian Circulation
Pedestrian entrance into site from State Street needs to be analyzed.Need dimensioned
drawings of proposed layout.
Construction Impacts:
Cumulative impacts of multiple downtown projects
Anticipated interruptions in pedestrian,bike,and vehicular traffic
Construction routing,staging,delivery plan,contractor parking,and pedestrian/bike access plan
Construction will last approximately 18 months.The project is in a densely developed area in close
proximity to residential and commercial development.Construction activities,particularly staging
and deliveries,will temporarily but significantly impact vehicular including TCAT bike and
pedestrian movement.It is anticipated the project may require periodic partial road closure,
potential removal of parking,as well as sidewalk closure,during the construction period.
The Lead Agency is concerned about the cumulative impacts to downtown traffic,noise,air quality
and livability of multiple simultaneous construction projects in the downtown area during the 2015
2016 construction seasons.
(Potential mitigation could include directional signage in Green Street Garage.)
IMPACT ON ENERGY
No impact anticipated
IMPACT ON NOISE &ODORS
Construction will last approximately 18 months.The project is in a densely developed area in close
proximity to residential and commercial development.Construction activities will temporarily
produce noise that will affect residents and businesses in the immediate area.The Lead Agency
requires that the applicant limit noiseproducing construction activities to MondayFriday from 7:00
a.m.to 6:00 p.m.
See Impacts to Air and Land
IMPACT ON PUBLIC HEALTH
Information Needed:
Phase 1 ESA
IMPACT ON GROWTH &CHARACTER OF COMMUNITY OR NEIGHBORHOOD
Information Needed:
Capacity analysis for utilities
Prepared by:Lisa Nicholas,AICP,Senior Planner
1/15/2015 Page 1 of 2
City of Ithaca
FULL ENVIRONMENTAL ASSESSMENT FORM Part III
Project Name:707 E.Seneca St.Apartment Building
Date Created:1/15/15
PROJECT DESCRIPTION
The applicant proposes to build a 3story plus basement multiple dwelling with a footprint of 2,400
SF on the vacant 7,449SF parcel.The project will have parking and storage in the basement,and
two 3bedroom apartments on each of three floors for a total of six units.Site development
includes 5 exterior parking spaces,a driveway,and landscaping.Due to the topography of the site,
the proposed design requires retaining walls along the east,north,and portions of the west
development area.The northern retaining wall is up to ten feet in height and includes a stair.The
project is located in the R3a Zoning District and the East Hill Historic District,and requires an Area
Variance from the BZA to allow six units on the 7,449SF lot.It has received a Certificate of
Appropriateness from the Ithaca Landmarks Preservation Commission.This is a Type 1 Action under
the City of Ithaca Environmental Quality Review Ordinance and the State Environmental Quality
Review Act,and is subject to environmental review.
IMPACT ON LAND
Construction on slopes of 15%or greater (15foot rise per 100 feet of length)or where general slope
in the project exceeds 10%.
Information needed about limits of disturbance and geotechnical conditions.
IMPACT ON WATER
No impact anticipated.
IMPACT ON DRAINAGE
The site has steep slopes.A small retention area has been provided in the northwest corner of the
site City Stormwater Management Officer to review drainage plan.
No impact anticipated.
IMPACT ON AIR
Construction Impacts.No impact anticipated.
IMPACT ON PLANTS &ANIMALS
Information needed on tree removal and protection.
1/15/2015 Page 2 of 2
IMPACT ON AESTHETIC RESOURCES
The project is within the East Hill Historic District and received a Certificate of Appropriateness on
January 13,2015 with the following conditions:
The ILPC will review and provide final approval of all landscape features or site modifications
associated with the installation of the five exterior parking spaces.This includes,but may not be
limited to,grading and the construction of retaining walls,stairs,fences,or any other features.
Any changes required by other involved agencies to the approved plans will be resubmitted to the
ILPC for review and approval.
If the applicant buys a portion of the rear property the parking could be reconfigured and the
retaining wall could be minimized or removed
IMPACT ON HISTORIC RESOURCES
See impact on Aesthetic Resources above.
IMPACT ON OPEN SPACE AREA
No impact anticipated.
IMPACT ON TRANSPORTATION
Potential construction impacts information needed on constructing staging,deliveries,contractor
parking,and sidewalk and road closures
IMPACT ON ENERGY
No impact anticipated.
IMPACT ON NOISE &ODORS
The project is in a densely developed area in a residential neighborhood.Construction activities will
temporary produce noise that will affect residents in the immediate area.The Lead Agency requires
that the applicant limit noiseproducing construction activities to MondayFriday from 7:00 a.m.to
6:00 p.m.
IMPACT ON PUBLIC HEALTH
No impact anticipated.
IMPACT ON GROWTH &CHARACTER OF COMMUNITY OR NEIGHBORHOOD
An Area Variance is required to attain desired occupancy.
Prepared by:Lisa Nicholas,AICP,Senior Planner
1/15/2015 Page 1 of 2
City of Ithaca
FULL ENVIRONMENTAL ASSESSMENT FORM Part III
Project Name:402 S.Cayuga St.–Four Townhomes
Date Created:1/15/15
PROJECT DESCRIPTION
The applicant proposes to construct four (4)forsale townhomes that will target moderateincome
firsttime home buyers.The building will be two stories with parking below to take advantage of the
sloped site.Architectural features include front porches,rear decks,shifting roof planes,and a
varied color palette.Site development includes a common asphalt driveway in the rear,walkways
connecting each unit to the existing sidewalk on Cayuga Street,and landscaping.The project site is
in the R3b Zoning District and requires an Area Variance for a front yard setback.This is a Type I
Action under the City of Ithaca Environmental Quality Review Ordinance and the State
Environmental Quality Review Act,and is subject to environmental review.
IMPACT ON LAND
Construction on slopes of 15%or greater (15foot rise per 100 feet of length)or where general slope
in the project exceeds 10%.
IMPACT ON WATER
The project site is within 100 feet from Six Mile Creek,however,it is in a developed area and is
separated from Six Mile Creek by Titus Avenue.
No Impact anticipated
IMPACT ON DRAINAGE
The site has steep slopes.City Stormwater Management Officer to review drainage plan
No Impact anticipated
IMPACT ON AIR
Construction Impacts.No impact anticipated.
IMPACT ON PLANTS &ANIMALS
No Impact anticipated
IMPACT ON AESTHETIC RESOURCES
The project site is within 100 feet of Six Mile Creek and is on a corner lot that is visible from the
Henry St John Historic District.The project site slopes steeply from east to west,such that there are
ground floor front entrances on Cayuga Street and the basement/garage entrances in the rear.Th e
1/15/2015 Page 2 of 2
view of the building from South Titus Avenue reveals a large portion of the basement/foundation
wall.
The applicant has incorporated several design features to break up the mass and enhance the
residential character of the building,including shifting façade and roof planes,varing materials
colors,full front porches and a large quarry block planter along the Titus Avefacign foundation
wall.
No Impact anticipated
IMPACT ON HISTORIC RESOURCES
See Impact on Aesthetic Resources above.
No Impact anticipated
IMPACT ON OPEN SPACE AREA
No Impact anticipated
IMPACT ON TRANSPORTATION
Potential construction impacts –information needed on constructing staging,deliveries,contractor
parking,and sidewalk and road closures
IMPACT ON ENERGY
No Impact anticipated
IMPACT ON NOISE &ODORS
The project is in a densely developed area in a residential neighborhood.Construction activities will
temporary produce noise that will affect residents in the immediate area.The Lead Agency requires
that the applicant limit noise producing construction activities to Monday –Friday from 7 am to 6
pm.
IMPACT ON PUBLIC HEALTH
Insert Information about the Phase 1 &2 ESAs
No Impact anticipated
IMPACT ON GROWTH &CHARACTER OF COMMUNITY OR NEIGHBORHOOD
An Area Variance is required.No Impact anticipated.
Prepared by:Lisa Nicholas,AICP,Senior Planner
1
APPEAL # 2971 128 FALLS STREET
Appeal of Lawrence Fabbroni, AIA, for Heritage Park Townhomes owner of the recently subdivided
parcels at 128 West Falls Street, for an area variance from Section 325-20D (4), off-street parking
location requirements for properties in the R-2 Zoning District.
Recently 128 West Falls Street, a single family home with an oversized lot was subdivided into three
parcels. Legally to subdivide the property it was necessary for the Board of Zoning Appeals to grant
four-area variance. However, when the project was undergoing Site Plan Review, the applicant was
requested by the Planning Board to move the parking spaces proposed for the house at 128 West Falls
Street to the adjacent lot #3 where the rest of the parking for the three-lot subdivision is located.
Section 325-20 D (4) requires all off-street parking for properties in the R-1 and R-2 Zoning District
to be located on the same lot as the use requiring the off-street parking. Because 128 West Falls
Street is in the R-2 zoning district, an area variance is needed to move the required off-street parking
to the adjacent lot.
CITY OF ITHACA
Board of Zoning Appeals – Notice of Appeal
City of Ithaca Board of Zoning Appeals WorksheetAppeal NumberBZA-2971Address128 West Falls StreetUse DistrictR-2bDate02/03/15ApplicantLawrence FrabbroniOwnerHeritage Park Townhouses Inc.Application Type:Area VarianceColumn Number234567891011121314/1516Column Title UseAccessory UseOff-Street ParkingOff-Street LoadingLot Area (Sq. Feet)Lot Width (Feet)Number of StoriesHeight in Feet% of Lot CoverageFront Yard Side YardOther Side YardRear yard: % of depth or number of feet, whichever is lessMinimum Building HeightExisting Condition and UseExisting Lot16352 182.43'District Regulations for ExistingTwo Family ZoneNone Required3,000 35 3 35 35% 10 10 525% or 50' but not less than 20'NoneNote Non-Conforming ConditionsOK N/A N/A N/A OK OK N/A N/A N/A N/A N/A N/A N/A N/AProposed Condition and/or UseSingle Family04389 46.28' 1 16' 28.7% 5.2' 10.5' 5.1' 51.8% or 50' 11"District Regulation for ProposedTwo Family Zone1None Required3,000 35 3 35 35% 10 10 525% or 50' but not less than 20'NoneNote Non-Conforming Conditions for ProposalOK N/A *Def. N/A OK OK OK OK OK **Def. OK OK OK N/ANotes:* The required parking for 128 Falls Street will be loacated at the rear of Lot # 3.** This is an existing front yard deficiency.
1
APPEAL # 2972 108-110 EDDY STREET
Appeal of Thomas Schickel, AIA for John Puglia, owner of 108-110 Eddy Street for a variance from
Section 325-8 Column 4, off- street parking, requirements of the Zoning Ordinance.
Greycourt Apartment, at 108-110 Eddy Street, has an off-street parking requirement of 12 parking
spaces. For the past hundred years, Greycourt has met its off-street parking requirement at 112 Blair
Street, a large non- conforming parking area that once was the site for Greycourt’s carriage barns. In
2011, the owners constructed five parking spaces on the Greycourt site, at 108-110 Eddy Street,
reducing the required number of parking spaces needed on their property at 112 Blair Street to seven
parking spaces. However, since constructing the new parking spaces at Greycourt, there has been
virtually no demand to park at 112 Blair Street. Reserving seven spaces at 112 Blair Street means
Greycourt’s owner can meet the City’s parking requirements for 108-110 Eddy Street. Nevertheless,
since no tenants have expressed parking needs beyond what is available on the Greycourt site, the
owner requests that Greycourt’s parking requirement be reduced to the five parking spaces located at
108-110 Eddy Street.
The property 108-110 Eddy Street is in the R3a zoning district and 112 Blair Street is in the CR-2
Zoning District. Because Greycourt lawfully existed prior to the enactment of a Zoning Ordinance
and the parking area at 112 Blair Street has been maintained as the parking area for 108-110 Eddy
Street over the years, Greycourt’s parking at 112 Blair Street is permissible though the parking area’s
use does not comply with today’s zoning restrictions.
CITY OF ITHACA
Board of Zoning Appeals – Notice of Appeal
City of Ithaca Board of Zoning Appeals WorksheetAppeal NumberBZA - 2972Address108-110 Eddy StreetUse DistrictR-3aDate2/3/2015ApplicantThomas SchickelOwnerJohn PugliaApplication Type:Area VarianceColumn Number2 3 4 5 678 9 10 11 12 1314/1516Column Title UseAccessory UseOff-Street ParkingOff-Street LoadingLot Area (Sq. Feet)Lot Width (Feet)Number of StoriesHeight in Feet% of Lot CoverageFront YardOther Front YardOther Side YardRear yard: % of depth or number of feet, whichever is lessMinimum Building HeightExisting Condition and Use9 Unit Multiple Dwelling5-On Site 11@112 Blair St.12,937 S.F.129.39' 4 40 27% 11.5' 36.5' 4.5' 15' or 6%District Regulations for ExistingMultiple Dwellings1611,500 50' 4 40 35% 10 10 525% or 50' but not less than 20'NoneNote Non-Conforming ConditionsOKOKOK OK OK OK OK OK OK Def. Def.Proposed Condition and/or Use9 Unit Multiple Dwelling5 On Site12,937 S.F.129.39' 4 40 27% 11.5' 36.5' 4.5' 15' or 6%District Regulation for ProposedMultiple Dwellings*1211,500 50' 4 40 35% 10 10 525% or 50' but not less than 20'NoneNote Non-Conforming Conditions for ProposalOK N/A Def. N/A OK OK OK OK OK OK OK Def. Def. N/ANotes:* Owner agreed to reduce the occupancy to decrease the deficient number of parking spaces required in the CPOZ Zone.
Appeal Application Item No. 6 - Reason for Appeal - REVISION NO. 2
Location of Property: 108-110 Eddy Street
Property Owner: John Puglia
Date: January 15, 2015
The Greycourt Apartment building at 108-110 Eddy Street is an historic building on the corner of East
State Street and Eddy Street. In its past the residents of Greycourt would park at a lot located at 112 Blair
Street. This parking has been in place going all the way back to when the Blair Street site had carriage
barns for the horses and carriage for the residents of Greycourt.
In 2011 the parking lot on the south side of the 108-110 Eddy Street site was constructed, providing 5
onsite parking spaces. After the construction of that lot the demand for parking spaces at 112 Blair Street
has been minimal to nonexistent: 0 - 1 space per year in the last 4 years.
Off-street parking requirement, Area Variance
The property is in the R-3a zoning district and Collegetown Parking Overlay Zone. The proposed
alteration to the parking requirement will not meet the minimum as follows:
Number of Units: 9 Units
Parking Required: 12 Spaces (5 On Site - and 7 at 112 Blair Street)
Parking Proposed: 5 Spaces (On Site)
In making its determination about this Area Variance it is our understanding that the Board of Appeals
will consider the benefits to John Puglia as weighed against the detriment to the health, safety, and
welfare of the neighborhood or community that may occur if the Area Variance were granted. It is our
opinion that the Area Variance proposed is minor and that several positive benefits would result for the
neighborhood and community if the Area Variance is granted as follows:
1. Whether an undesirable change will be produced in the character of the neighborhood, or a
detriment to nearby properties will be created by the granting of the area variance:
The character of the neighborhood is largely student rental with few remaining single family
houses. The current requirement of 12 parking spaces (owner has reduced occupancy by 8
persons and parking requirement from 16 to 12) for Greycourt is being satisfied by an existing
non-conforming neighborhood parking lot which does not fit the character of what the City
allows under its zoning. Allowing the parking requirement to be waived would result in fewer
cars using this neighborhood parking lot an area that is more in the character of what the City
would like in that area.
2. Whether the benefit sought by the applicant can be achieved by some method which will be
feasible for the applicant to pursue but would not require a variance:
The applicant has already pursued putting 12 parking spaces on site but was the number was
reduced to 5 by the Ithaca Landmarks Preservation Commission. The 5 spaces approved by the
ILPC were built on site in 2011. Those on-site spaces have absorbed virtually all of the demand
by the Greycourt tenants for parking. Since they were built in 2011 at most only 1 space has been
leased at the off-site location at 112 Blair Street by a tenant of 108-110 Eddy Street (Grey Court)
even though 11 have been available for lease.
3. Whether the requested area variance is substantial:
Page 2
SCHICKEL ARCHITECTURE
Zoning Board of Appeals / Reason for Appeal - REVISION NO. 2
January 15, 2015
In all of the years that the applicant has owned Greycourt he has yet to have a demand for parking
that meets the City's requirements. In 2013 there were 5 spaces rented, the most allocated to
Greycourt in his years of owning the property, and all of those spaces would be satisfied by the
parking on-site. Having 11 spaces required on another site exceeds the demand for parking that
the Owner experiences by an average of 10.5 spaces.
4. Whether the proposed variance will have an adverse effect or impact on the physical or
environmental conditions in the neighborhood or district:
The effect on the physical and environmental conditions in the district will be positive, because it
will afford the Owner the opportunity to discontinue the use of a non-conforming neighborhood
parking lot at 112 Blair Street.
5. Whether the alleged difficulty is self created:
The difficulty was not self created. This parking lot at 112 Blair Street has provided parking for
Greycourt site for over 100 years, however there has been virtually no interest in parking there in
the last 4 years since the 5 parking spaces were provided on-site.
Further, the Owner has agreed to a reduction in occupancy of 8 persons to reduce the parking
requirement from 16 to 12. By itself that reduction in occupancy should eliminate the negligible
demand at 112 Blair Street.
1
APPEAL # 2973 707 EAST SENECA STREET
Appeal of Thomas Schickel, AIA, for Todd Fox and 707 East Seneca Street, LLC, owners of 707
East Seneca Street, for an area variance from Section 325-8 Column 6, lot area, a requirement of the
Zoning Ordinance.
The applicant proposes to construct a new six-unit apartment building with three bedrooms in each
unit at 707 East Seneca Street. The minimum lot size for this proposed six unit building is 8,250 SF.
The actual lot size at 707 East Seneca Street is 7,449 SF, which is 801 SF, less than what is required
for the proposed use.
707 East Seneca Street is in an R3a use district were the proposed use is allowed. However, Section
325-38 requires that an area variance be granted before a building permit is issued.
CITY OF ITHACA
Board of Zoning Appeals – Notice of Appeal
City of Ithaca Board of Zoning Appeals WorksheetAppeal NumberBZA-2973Address707 East Seneca StreetUse DistrictR-3aDate2/3/2015ApplicantThomas SchickelOwner707 East Seneca St. LLC.Application Type:Area VarianceColumn Number2 3 4 5 678 9 10 11 12 1314/1516Column Title UseAccessory UseOff-Street ParkingOff-Street LoadingLot Area (Sq. Feet)Lot Width (Feet)Number of StoriesHeight in Feet% of Lot CoverageFront YardOther Front YardOther Side YardRear yard: % of depth or number of feet, whichever is lessMinimum Building HeightExisting Condition and UseVacant Lot7449 53.9'District Regulations for ExistingMultiple Dwellings6000 50 4 40 35% 10 10 525% or 50' but not less than 20'NoneNote Non-Conforming ConditionsOK N/A N/A N/A OK OK N/A N/A N/A N/A N/A N/A N/A N/AProposed Condition and/or Use6 Unit Multiple Dwelling97449 53.9' 3 38'4" +32% +10 10'9" 5 53'9" or 41%District Regulation for ProposedMultiple Dwellings6 8250 50 4 40 35% 10 10 525% or 50' but not less than 20'NoneNote Non-Conforming Conditions for ProposalOK N/A OK N/A Def. OK OK *OK *OK OK OK OK OK N/ANotes:* The completed building can not exceed the requirements for height in feet or percentage of lot coverage.