HomeMy WebLinkAbout08-25-15 Planning and Development Board Meeting AgendaCITY OF ITHACA
108 E. Green Street — 3rd Floor Ithaca, NY 14850-5690
DEPARTMENT OF PLANNING, BUILDING, ZONING & ECONOMIC DEVELOPMENT
Division of Planning & Economic Development
JOANN CORNISH, DIRECTOR OF PLANNING & DEVELOPMENT
PHYLLISA A. DeSARNO, DEPUTY DIRECTOR FOR ECONOMIC DEVELOPMENT
Telephone: Planning & Development – 607-274-6550 Community Development/IURA – 607-274-6559
Email: dgrunder@cityofithaca.org Email: iura@cityofithaca.org
Fax: 607-274-6558 Fax: 607-274-6558
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The regular meeting of the PLANNING & DEVELOPMENT BOARD will be held at 6:00 p.m. on AUGUST 25TH, 2015 in COMMON COUNCIL
CHAMBERS, City Hall, 108 E. Green Street, Ithaca, NY.
AGENDA ITEM Start Time
1. Agenda Review 6:00
2. Privilege of the Floor (3‐minute maximum per person ― if you will be speaking about a project
with a scheduled Public Hearing below, you are encouraged to speak at that time)
6:01
3. Subdivision Review
Project: Minor Subdivision 6:10
Location: 106 & 108 Madison St., Tax Parcel 34.‐1‐10
Applicant: Sharon Corbitt
Actions: Consideration of Preliminary & Final Approval
Project Description: The applicant is proposing to subdivide the 7,991‐SF lot into two lots: Parcel A, measuring
4,944 SF with 54 feet of frontage on Madison St., and containing an existing duplex; and Parcel B, measuring
3,047 SF with 38 feet of frontage on Madison St. The project is in the R‐2b Zoning District which has the
following minimum requirements: 3,000‐SF lot size for single‐family homes, and 4,000 SF for other uses; 35 feet
of street width for single‐of two‐family homes and 40 feet of street width for other uses; 10‐foot front yard,
10/5‐foot side yards, and a rear yard of 25% or 50 feet, but no less than 20 feet. The project requires Area
Variances. 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.
4. Site Plan Review
A. Project: Harold’s Square Mixed‐Use Building 6:20
Location: 123‐129 E. State St. (The Commons)
Applicant: L Enterprises, LLC
Actions: Extension of Site Plan Approval
Project Description: In accordance with §276‐10, Site Plan Review Ordinance, if the construction of a
development has not commenced within two years of the date of Site Plan Approval, such approval shall expire,
unless an extension has been granted by the Board following a written request by the applicant. The project
received Site Plan Approval on August 27, 2013 and the applicant is requesting an extension of the approval.
“An Equal Opportunity Employer with a commitment to workforce diversification.” 2
B. Project: Mixed‐Use Housing 6:30
Location: 210 Hancock St.
Applicant: Ithaca Neighborhood Housing Services (INHS)
Actions: Consideration of Preliminary & Final Approval
Project Description: The applicant proposes to redevelop the entire 2.01‐acre parcel currently containing the
vacant former grocery store, a smaller commercial building, and a 110‐space parking lot. The applicant proposes
to construct 12 two‐story townhomes and a four‐story approximately 65,000‐SF mixed‐use building with
approximately 53 apartments and three ground‐floor commercial spaces, totaling approximately 10,000 SF.
Approximately 64 parking spaces will be provided ― approximately one third of which will be on the ground
floor of the apartment building. The project sponsor also proposes to convert 0.77 acres of contiguous City‐
owned right‐of‐way (ROW) that include portions of Adams St. and Lake Ave. (both of which are public streets);
the former would become a playground area with associated walks, and the latter would become a greenspace
with a central non‐vehicular bike and pedestrian path. The project is in the B‐2a Zoning District. The project
requires the following approvals: Site Plan and Subdivision Approval from the Planning and Development Board
(Lead Agency); a Flood Plain Development Permit; variances from the Board of Zoning Appeals (BZA), approval
from Board of Public Works (BPW) for improvements to property in the public way; funding approval from
Ithaca Urban Renewal Agency (IURA), and Common Council approval. The project is in the B‐2a Zoning District
and received the required variances on 8/11/15. This is a Type I Action under the City of Ithaca Environmental
Quality Review Ordinance, §176‐4 (h)(2),(k), and (n) and the State Environmental Quality Review Act, §617.4 (9),
for which the Lead Agency made a Negative Declaration of Environmental Significance on May 26, 2015.
C. Project: Retail/Restaurant Building 7:15
Location: 222 Elmira Rd. (Ithaca Plaza)
Applicant: Marx Realty & Improvement Co., Inc.
Actions: Consideration of Preliminary & Final Approval
Project Description: The applicant proposes to construct a one‐story, 3,400‐SF retail building with 49 parking
spaces and associated landscaping, walkways, and other site improvements. The 6.1‐acre site contains an
existing retail mall with 258 parking spaces. The site is predominantly paved; however, development requires
removal of 0.2 acres (8.712 SF) of existing vegetation along the north property line, contiguous to the drainage
area. The project is in the SW‐2 Zoning District, which allows a maximum building setback of 34 feet from the
curbline. The project received an Area Variance for the proposed 70’ setback on 8/11/15. The applicant has
proposed a 4’‐tall architectural wall along a portion of the frontage. This is an Unlisted Action under the City of
Ithaca Environmental Quality Review Ordinance and the State Environmental Quality Review Act for which the
Lead Agency made a Negative Declaration of Environmental Significance on July 28, 2015.
D. Project: State Street Triangle Project (Mixed‐Use Housing & Retail) 7:30
Location: 301 E. State St./M.L.K., Jr. Blvd.
Applicant: Michael Orsak for Campus Advantage
Actions: No Action ― CEQR Discussion
Project Description: The applicant proposes to redevelop the 0.759‐acre site with an 11‐story, 116’‐tall,
288,845‐GSF mixed‐use building, with approximately 12,341 SF of new ground‐floor retail space, 2,029 SF of
which is anticipated to be a restaurant. Upper floors will have a mix of unit types (1‐bedroom/1‐bath to 5‐
bedroom/4‐bath) for a total of 240 units with approximately 620 bedrooms. The targeted market is primarily
college students. The ground level includes a loading/delivery/trash area with vehicular access provided from
N. Aurora Street. 35 parking spaces will be eliminated, with only limited on‐site parking proposed. The project
is in the CDB‐120 Zoning District. This is a Type I Action under the City of Ithaca Environmental Quality Review
Ordinance (“CEQRO”), §176‐4 B. (1) (h)[4], (k) and (n), and the State Environmental Quality Review Act
(“SEQRA”), §617.4 (6.)(iv) and (11), and is subject to environmental review.
E. Project: Educational Building 8:30
Location: 209‐215 Dryden Rd.
Applicant: Trowbidge Wolf Michaels for 209‐215 Dryden Associates, LLC
Actions: PUBLIC HEARING Determination of Environmental Significance Consideration of
Preliminary & Final Approval with Conditions
Project Description: The applicant proposes to build a six‐story/80‐foot tall education and office building on the
12,301‐SF project site. The building will house the Cornell Johnson School of Management Executive Education
Program, which will be a tenant of the building; so the building and site will therefore remain a taxable
property. The building will include classrooms, meeting rooms, staff and faculty offices, and a large atrium for
public assembly and to provide street‐level active use. The building is in the MU‐2 Zoning District and requires
variances to be in compliance with district regulations. The project has received Design Review. This project is
a Type I Action under the City of Ithaca Environmental Quality Review Ordinance (“CEQRO”), §176‐4 B. (1)(n),
and the State Environmental Quality Review Act (“SEQRA), §617.4 (6.)(11) and is subject to environmental
review.
5. Zoning Appeals 9:00
• #2993, Special Temporary Permit, 607 Utica St.
• #2996, Sign Variance, 171 E. State St. (Center Ithaca)
• #2998, Area Variances, 201 W. Clinton St.
• #3001, Area Variance, 171 E. State St. (Center Ithaca) [CCHP]
• #3002, Area Variances, 325 W. Buffalo St.
6. Old/New Business ― Design Guidelines for Collegetown 9:10
7. Reports
A. Planning Board Chair (verbal)
9:30
B. Director of Planning & Development (verbal)
C. Board of Public Works Liaison (verbal)
8. Approval of Minutes: 6/23/15 &/or 6/30/15 (Special Mtg.) (time permitting) 9:40
9. Adjournment 9:41
ACCESSING MEETING MATERIALS ONLINE
Site Plan Review & Subdivision Applications (and Related Documents)
Site Plan Review application documents are accessible electronically via the “Document Center” on the City web site
(www.cityofithaca.org/DocumentCenter), under “Planning & Development” > “Site Plan Review Project Applications,” and in the relevant year/month
folder. Subdivision application materials can be similarly located, but in the “Subdivision Applications” folder.
Zoning Appeal Materials are also accessible electronically via the “Document Center” on the City web site, under “Board of Zoning Appeals."
Agenda
You may access this agenda either directly via the link pasted below (which includes attachments) or by going to the “Agenda Center” on the City web
site (www.cityofithaca.org/agendacenter), under “Planning & Development Board.” For ease‐of‐access, a link to the most recent Planning Board
agenda will always be accessible on the Planning Board home page: http://www.cityofithaca.org/354/Planning‐Development‐Board.
“An Equal Opportunity Employer with a commitment to workforce diversification.” 3
PROPOSED RESOLUTION Minor Subdivision
Preliminary & Final Approval City of Ithaca Tax Parcel #34.-1-10
106 & 108 Madison St.
City of Ithaca Planning & Development Board
August 25, 2015
WHEREAS: an application has been submitted for review and approval by the City of Ithaca Planning and
Development Board for a Minor Subdivision of City of Ithaca Tax Parcel #34.-1-10, by owner, Sharon Corbitt, and
WHEREAS: the applicant is proposing to subdivide the 7,991-SF lot into two lots: Parcel A, measuring 4,944 SF
with 54 feet of frontage on Madison St., and containing an existing duplex; and Parcel B, measuring 3,047 SF with
38 feet of frontage on Madison St. The project is in the R-2b Zoning District which has the following minimum
requirements: 3,000-SF lot size for single-family homes, and 4,000 SF for other uses; 35 feet of street width for
single- or two-family homes and 40 feet of street width for other uses; 10-foot front yard, 10/5-foot side yards, and a
rear yard of 25% or 50 feet, but no less than 20 feet. The project requires Area Variances, and
WHEREAS: this is an Unlisted Action under the City of Ithaca Environmental Quality Review Ordinance and the
State Environmental Quality Review Act, both of which require environmental review, and
WHEREAS: this is considered a Minor Subdivision in accordance with the City of Ithaca Code, Chapter 290, Article
1, §290-1, Minor Subdivision – Any subdivision of land resulting in creation of a maximum of one additional
buildable lot, and
WHEREAS: the City of Ithaca Planning and Development Board, being the local agency which has primary
responsibility for approving and funding or carrying out the action, did on July 28, 2015 declare itself Lead Agency
for the environmental review, and
WHEREAS: legal notice was published and property posted, and adjacent property owners notified in accordance
with Chapters 290-9 C. (1), (2), & (3) of the City of Ithaca Code, and
WHEREAS: the Planning and Development Board held the required Public Hearing on July 28, 2015, and
WHEREAS: the City of Ithaca Conservation Advisory Council and the Tompkins County Planning Department have
been given the opportunity to comment on the proposed project and all comments received to date on the
aforementioned have been considered, and
WHEREAS: this Board, acting as Lead Agency in environmental review, did on July 28, 2015 review and accept as
adequate: a Short Environmental Assessment Form (SEAF), Part 1, submitted by the applicant, and Part 2, prepared
by Planning staff; a plat entitled “Survey Map, No. 106-108 Madison Street, City of Ithaca, Tompkins County, New
York,” dated 6/2/15 and prepared by T.G. Miller, P.C.; and other application materials, and
WHEREAS: the Planning and Development Board did on July 28, 2015 make a Negative Declaration of
Environmental Significance for the proposed Subdivision, and
WHEREAS: the Planning and Development Board recognizes that information received and reviewed for this
Subdivision indicates the applicant received the required Area Variance for relief from the City of Ithaca Zoning
Ordinance for properties located in the R-2b Zoning District, now, therefore, be it
RESOLVED: that the City of Ithaca Planning and Development Board does hereby grant Preliminary and Final
Subdivision Approval to the proposed Minor Subdivision of City of Ithaca Tax Parcel #34.-1-10, by owner, Sharon
Corbitt.
Moved by:
Seconded by:
In Favor:
Against:
Abstain:
Absent:
Vacancies: 0
Phone: 607.379.9175 Email: whitham@whithamdesign.com 123 S. Cayuga Street Suite 201 Ithaca, NY 14850
July 29, 2015
Lisa Nicholas, AICP, Senior Planner
Planning Division
108 E. Green Street
Ithaca, N.Y. 14850
Re: Harold’s Square (Mixed-Use Project), 123-127, 133, 135 & 137-139 E. State St. (The Commons)
Dear Ms. Nicholas:
We are writing in regard to the Harold’s Square, Mixed-Use Project, located at 123-127, 133, 135&137-139 E.
State St. (The Commons). As you know the City of Ithaca Adopted a Resolution on August 27, 2013 that granted
final Site Plan Review approval for this project. We are aware that this resolution will expire on August 27, 2015.
As such we are writing to request an extension. We look forward to hearing from you a confirmation that this
extension has been granted. If you have any questions or require additional information, please feel free to contact
me.
Sincerely,
Scott Whitham
PROPOSED RESOLUTION Site Plan Review
Extension of Site Plan Approval Harold’s Square
123-139 E. State St./M.L.K., Jr. Blvd. (The Commons)
City of Ithaca Planning and Development Board
August 25, 2015
WHEREAS: on August 27, 2013, the Planning Board granted final Site Plan Approval to the proposed
Harold’s Square Project to be located at 123-139 E. State St./M.L.K., Jr. Blvd. (The Commons), and
WHEREAS: the approved project to is a 140-foot tall, 11-story, mixed-use building of approximately
151,410 GSF, plus an additional 11,340 GSF in the renovated Sage Block. The project will include one
story (17,835 GSF) of ground-floor retail, three stories (51,185 GSF) of upper-story office, and six stories
of residential (up to 46 units). The residential portion of the project is in a tower, set back 62’ from the
building’s four-story Commons façade. The building will have two main entrances, one on the Commons
and one facing Green Street, with an atrium linking the two streets. The project is on the CDB-60 and
CDB 140 Zoning Districts and received an area variance for rear yard setback, as well as Design Review.
As proposed, the project may require a State building Code Variance, and
WHEREAS: §276-10 of the City Code states that if construction of a project has not commenced within
two years of the date of the Site Plan Approval, such approval shall expire, unless an extension has been
granted by the Board following a written request by the applicant, and
WHEREAS: in a letter dated July 29, 2015 to Senior Planner Lisa Nicholas from Scott Whitham, the
Project Sponsor’s Agent, an extension of the Site Plan Approval was requested, and
WHEREAS: the project received an Area Variance on August 6, 2013, and
WHEREAS: §325-40 of the City Code states that a variance shall be void if the applicant has not
obtained a Building Permit to construct the building or part thereof for which the variance has been
granted and initiated the construction work within two years from the date of the granting of the variance,
now, therefore, be it
RESOLVED: that the City of Ithaca Planning and Development Board does hereby grant a two-year
extension of Site Plan Approval until August 27, 2017, subject to all the conditions stated in the final Site
Plan Review Approval resolution, dated August 27, 2013, and subject to the applicant obtaining all
necessary variances.
Moved by:
Seconded by:
In Favor:
Against:
Abstain:
Absent:
Vacancies: 0
Trowbridge Wolf Michaels Landscape Architects LLP
1001 West Seneca Street, Suite 201 Ithaca, New York 14850 ph: 607.277.1400
www.twm.la
August 18, 2015
JoAnn Cornish, Director of Planning and Development
Department of Planning and Development
City of Ithaca
108 East Green Street
Ithaca, NY 14850-5690
Re: Preliminary and Final Site Plan Review Package Update
Dear JoAnn:
We are pleased to provide the attached updated informational exhibit in support of Ithaca Neighborhood
Housing Services’ proposed Redevelopment of 210 Hancock Street.
The attached updated site plan illustrates an updated approach for the project. We trust that the Board will
find this information helpful as it evaluates the project for Preliminary and Final Site Plan review.
Townhouse Design
The previously provided SPR package stated that the proposed townhomes would be a mix of rental and for
sale units. INHS has confirmed that seven of the 12 townhomes will be offered for sale, and the remaining
five will be rental. The proposed for sale townhomes are those closest to the corner of Hancock and Lake
Ave, as illustrated on the attached updated site plan.
Subdivision
The seven for sale townhouses would require Subdivision to separate INHS owned and occupied buildings
from the owner-occupied units. While the exact Subdivision line will remain unclear until the architecture is
fully developed, we have confirmed that the approach shown in the attached site plan fully conforms with
zoning regulations. INHS will come back for formal Subdivision approval when this project component is
finalized.
If you have any questions or require further information, please do not hesitate to call. We are looking
forward to presenting the project at the August 25, 2015 meeting and are requesting preliminary and Final
Site Plan approval at the same time.
Sincerely,
Peter Trowbridge, RLA, FASLA
Principal
Exhibit: Site Plan Rendering, August 18, 2015
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1. COMMERCIAL GROUND FLOOR WITH RESIDENTIAL ABOVE
2. COVERED PARKING WITH RESIDENTIAL ABOVE
3. TOWNHOMES
4. BIKE PARKING
5. BUS STOP
6. INTERIOR STREET
7. BICYCLE AND PEDESTRIAN WAY
8. PLAYGROUND
LEGEND
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MIXED USE BUILDINGS
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210 Hancock Street Redevelopment
SITE PLAN
AUGUST 18, 2015
PROPOSED RESOLUTION City of Ithaca Planning & Development Board
Preliminary & Final Approval Mixed-Use Housing
Ithaca Neighborhood Housing Services (INHS)
Site Plan Review
210 Hancock St.
August 25, 2015
WHEREAS: the City of Ithaca Planning and Development Board has one pending application for Site Plan Approval for a
mixed-use housing project to be located at 210 Hancock Street, and
WHEREAS: the applicant proposes to redevelop the entire 2.01-acre parcel currently containing the vacant former grocery
store, a smaller commercial building, and a 110-space parking lot. The project sponsor proposes to construct twelve 2-story
townhomes and a 4-story, approximately 65,000-SF, mixed-use building with approximately 53 apartments and approximately
three ground-floor commercial spaces, totaling approximately 10,000 SF. Approximately 64 parking spaces will be provided
― approximately one third of which will be on the ground floor of the apartment building. The project sponsor also proposes
to convert 0.77 acres of contiguous City-owned right-of-way (ROW) that include portions of Adams St. and Lake Ave. (both
of which are public streets); the former would become a playground area with associated walks, and the later would become a
green space with a central non-vehicular bike and pedestrian path. The project is in the B-2a Zoning District. The project
requires the following approvals: Site Plan and possible future Subdivision approval from the Planning and Development
Board (Lead Agency); approval from the Board of Public Works (BPW) for improvements to property in the public way
(August 24); funding approval from the Ithaca Urban Renewal Agency (IURA); and approval from Common Council
(September 2). The project received the required variances from the Board of Zoning Appeals on August 11, 2015, and
WHEREAS: this is a Type I Action under the City of Ithaca Environmental Quality Review Ordinance, §176-4 (h)(2),(k), and
(n) and the State Environmental Quality Review Act, §617.4 (9), and is subject to environmental review, and
WHEREAS: the Planning Board, being the local agency which has primary responsibility for approving and funding or
carrying out the action, did on April 28, 2015 declare itself Lead Agency for the environmental review of the project, and
WHEREAS: legal notice was published and property posted, and adjacent property owners notified in accordance with
Chapter 290-9 C. (1), (2), & (3) of the City of Ithaca Code, and
WHEREAS: the Planning and Development Board held the required Public Hearing on May 26, 2015, and
WHEREAS: the City of Ithaca Conservation Advisory Council, Tompkins County Planning Department, and other interested
parties have been given the opportunity to comment on the proposed project and any received comments have been
considered, and
WHEREAS: the Planning Board, acting as Lead Agency in environmental review, has on May 26, 2015 reviewed and
accepted as adequate: a Full Environmental Assessment Form (FEAF), Part 1, submitted by the applicant, and Parts 2 and 3,
prepared by Planning staff and revised by the Planning Board; and the following drawings: “Boundary and Topographic
Map,” dated 10/28/14 and “Preliminary Subdivision Map,” dated 3/25/15, both prepared by T.G. Miller, P.C.; and “Utility
Plan (C101),” “Esc Plan-Demolition and Construction (C102),” “Esc Plan - Stabilization (C103),” “Details (C201),” prepared
by HOLT Architects and T.G. Miller P.C.; and “Demolition Plan (L101),” “Layout Plan (L201),” Grading Plan (L301),”
“Planting Plan (L401),” and “Site Details (L501 & L502),” prepared by Trowbridge Wolf Michaels Landscape Architects and
all dated 4/1/15; and “Site Plan,” dated 5/19/15; and “Elevations (2 sheets),” dated 5/4/15; and “Aerial View and Precedent,”
“Perspective Views (2 sheets),” all dated 4/16/15; and “Site Sections,” “Context Diagram,” “Partial Elevation at Mid Block
Walk Through,” and “Shade Studies,” dated 4/1/15 and all prepared by Trowbridge Wolf Michaels Landscape Architects and
HOLT Architects; and “Revised Hancock Street Planting,” “Cornice at Red Brick Building,” “Cornice at Brown Brick
Building,” “Cornice at White Brick Building,” dated 5/18/15 and prepared by HOLT Architects; and other application
materials, and
WHEREAS: the Planning Board did on May 26, 2015 determine that the proposed project would result in no significant
impact and did make a Negative Determination of Environmental Significance, and
WHEREAS: the Board of Zoning Appeals granted the required variances on August 11, 2015, and
WHEREAS: the Planning Board has on August 25 2015 reviewed and accepted as adequate the following new and revised
drawings: “Site Plan,” dated August 18, 2015 and having a red dashed line outlining a potential future Subdivision of the
parcel based on the for-sale portion of the project; and “Utility Plan (C101),” “ESC Plan – Demo and Construction Plan
(C102),” “ESC Plan – Stabilization (C103),” “Details (C201),” “Draft Photometric Plan (10F1),” prepared by HOLT
Architects and T.G. Miller, P.C.; and “Plans,” “Elevations (2 sheets),” “Context,” “Shadow Study,” “Context Diagram,”
2
“Aerial View and Precedent,” “Perspective Views (three sheets),” “Cornice Details,” “Townhouse Elevations (two sheets),”
and “Foundation Plan (S100),” prepared by Trowbridge Wolf Michaels Landscape Architects and HOLT Architects; and
“Demolition Plan (L101),” “Layout Plan (L201),” “Grading Plan (L301),” “Planting Plan (L401),” “Site Details (L501),”
“Site Details (L502),” prepared by Trowbridge Wolf Michaels Landscape Architects and all dated 8/11/15; and other project
materials, and
WHEREAS: in response to concerns about noise and vibration from pile driving that will be required to construct the
foundations, the applicant has investigated the use of the vibratory method of pile driving. As documented in a letter dated
July 24, 2015 to Joe Bowes of INHS from David L. Elwyn, P.E. of Elwyn and Palmer Consulting Engineers, PLLC, the soils
on site are suitable for the vibratory method, which produces less noise and vibration that the impact method. The applicant
has stated its commitment to employ the vibratory method, and now, therefore, be it
RESOLVED: that the City of Ithaca Planning and Development Board does hereby grant Preliminary and Final Site Plan
Approval to the project subject to the following conditions:
i. A fully executed Development Agreement between the City and INHS, as well as Street Discontinuance by Common
Council, for portions of the project on Lake Ave. and Adams St., and
ii. Any additional work in the City Right of Way, not subject to the previously mentioned Development Agreement, will
require a Street Permit, and
iii. The sidewalks on Hancock and First Streets will remain open during construction, except for short-term temporary
closures necessary for public safety during certain limited aspects of construction, and
iv. The applicant will prohibit its contractors from parking on Lake Ave., due to its narrow width and potential conflict
with existing Cornell Cooperative Extension overflow parking and resident parking during construction, and will
provide contractor parking in a nearby surface lot, and
v. Submission of colored elevations of all building façades with keyed building materials, and
vi. Submission to Planning Board of all project details, including but not limited to building materials, site furnishings,
lighting, signage, paving, fencing, and railings, and
vii. Submission of a revised landscape plan showing a greater variety of trees, and
viii. Submission of revised drawings and elevations of the proposed townhomes that demonstrate the applicant’s stated
design approach that the homes will reference various late 19th/early 20th century residential architectural styles and
will “utilize a mix of materials and colors to provide architectural diversity,” and,
ix. Submission to Planning Board of drawing showing screening of any above-ground NYSEG transformers, and
x. All rooftop mechanicals shall either be screened from public view or architecturally integrated into the building, and
xi. Except for pile driving, noise-producing construction activities shall be limited to Monday through Friday, 7:30 a.m.
to 7:30 p.m., and
xii. Pile driving shall be limited to 7:00 a.m. to 4:00 p.m., Monday through Friday, and
xiii. In relation to pile driving, submission to the Planning Board of the bid specification requirements for building
condition surveys prior to construction and vibration monitoring during construction, as well as documentation that
these tasks will be done by a third-party engineering firm specializing in these services, and
xiv. Removal of any City trees will require a City Tree Permit, and
xv. Approval of the project’s Storm Water Pollution Prevention Plan (SWPPP) by City of Ithaca Stormwater
Management Officer, and
xvi. Bicycle racks must be installed prior to issuance of a Certificate of Occupancy.
Moved by:
Seconded by:
In favor:
Against:
Abstain:
Absent:
Vacancies: 0
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Scale:Project No:Date:Drawn by:Checked by:
Copyright Jason K Demarest, Architect
301 S. Geneva Street Suite 101 Ithaca, New York 14850 p: 607.330.4555 f: 607.330.4508 www.jkdarchitect.com
8/14/2015 5:54:33 PM
222 Elmira Rd - Ithaca, NY 14850 PR1.1Concept Views IJV01Pad Building Ithaca Joint Venture 08/14/15 JKD JKDPRELIMINARY - NOT FOR CONSTRUCTION Revision Schedule NumberDescriptionDate
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Scale:Project No:Date:Drawn by:Checked by:
Copyright Jason K Demarest, Architect
301 S. Geneva Street Suite 101 Ithaca, New York 14850 p: 607.330.4555 f: 607.330.4508 www.jkdarchitect.com As indicated
8/14/2015 5:22:29 PM
222 Elmira Rd - Ithaca, NY 14850 L1.00Landscape Plan IJV01Pad Building Ithaca Joint Venture 08/14/15 JKD JKDPRELIMINARY - NOT FOR CONSTRUCTION Revision Schedule NumberDescriptionDate
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Synthetic wrap is unacceptable. Cut wire baskets and remove.Scale:Project No:Date:Drawn by:Checked by:
Copyright Jason K Demarest, Architect
301 S. Geneva Street Suite 101 Ithaca, New York 14850 p: 607.330.4555 f: 607.330.4508 www.jkdarchitect.com As indicated
8/14/2015 5:38:02 PM
222 Elmira Rd - Ithaca, NY 14850 L2.00Site Details IJV01Pad Building Ithaca Joint Venture 08/14/15 BNC JKDPRELIMINARY - NOT FOR CONSTRUCTION 1'6"0'1'2'Scale: 1 1/2" = 1'-0"6"Revision Schedule NumberDescriptionDate
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PROPOSED RESOLUTION Site Plan Review
Preliminary & Final Approval 222 Elmira Rd.
Ithaca Plaza Retail Expansion
City of Ithaca Planning and Development Board
August 25, 2015
WHEREAS: an application has been submitted for review and approval by the City of Ithaca Planning and
Development Board for a retail building to be located at 222 Elmira Road (Ithaca Shopping Plaza) in the City of
Ithaca, by Marx Realty & Improvement Co., Inc., and
WHEREAS: the applicant proposes to construct a one-story, 3,400-SF retail building with 35 new parking spaces
and associated landscaping, walkways, and other site improvements. The 6.1-acre site contains an existing retail
mall with 258 parking spaces. The project includes relocation of the existing driveway to align with Fairgrounds
Memorial Parkway. The site is predominantly paved; however, development requires removal of 0.3 acres of
existing vegetation along the north property line, contiguous to the drainage area. The project is in the SW-2
Zoning District, which allows a maximum building setback of 34 feet from the curbline. The project requires
Area Variances for the proposed 70’ setback, as well as deficiencies in building frontage on the street, and
WHEREAS: this 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, and
WHEREAS: the City of Ithaca Planning and Development Board, being the local agency which has primary
responsibility for approving and funding or carrying out the action, did on July 28, 2015 declare itself Lead
Agency for the environmental review, and
WHEREAS: legal notice was published and property posted, and adjacent property owners notified in accordance
with Chapter 290-9 C. (1), (2), & (3) of the City of Ithaca Code, and
WHEREAS: the Planning and Development Board held the required Public Hearing on July 28, 2015, and
WHEREAS: the City of Ithaca Conservation Advisory Council and the Tompkins County Planning Department
have been given the opportunity to comment on the proposed project and all comments received to date on the
aforementioned have been considered, and
WHEREAS: this Board, acting as Lead Agency in environmental review, did on July 28, 2015 review and accept
as adequate: a Full Environmental Assessment Form (FEAF), Part 1, submitted by the applicant, and Parts 2 and 3
prepared by Planning staff; drawings entitled “Topographic Map,” dated 10/24/14, “Existing Site Plan (C101),”
“Layout Plan (C102),” “Utility Plan (C103),” “Grading and Drainage Plan (C104),” dated 6/30/15 and prepared
by T.G. Miler, P.C., and “Patio Plan (C1.01),” and “Concept Views (PR1.1),” dated 7/2/15 and “Exterior
Elevations (A2.00),” dated 7/6/15; and “Landscape Plan (L1.00)” dated 7/28/15 and all prepared by Jason
Demarest, architect, and; and other application materials, and
WHEREAS: the Planning Board did on July 28, 2015 determine the proposed project would result in no
significant impact and did make a Negative Determination of Environmental Significance, and
WHEREAS: the Board of Zoning Appeals granted the required variances on August 11, 2015, and
WHEREAS: the Planning Board has on August 25 2015 reviewed and accepted as adequate the following new
and revised drawings: “Exterior Elevations (A2.00),” “Concept Views (PR1.1),” “Existing Site Plan (C101),”
“Layout Plan (C102),” “Utility Plan (C103),” “Grading and Drainage Plan (C104),” “Site Lighting Plan (C105),”
“Details(C201),” “Landscape Plan (L1.00),” and “Site Details (L1.00);” and other application materials, now,
therefore, be it
RESOLVED: that the City of Ithaca Planning and Development Board does hereby grant Preliminary And Final
Site Plan Approval to the project subject to the following conditions:
i. Submission of building materials and samples, and
ii. Any work in the City Right of Way requires a Street Permit, and
iii. Removal of any City trees will require a City Tree Permit, and
iv. Approval of the project’s Storm Water Pollution Prevention Plan (SWPPP) by City of Ithaca
Stormwater Management Officer, and
v. Bicycle racks must be installed prior to issuance of a Certificate of Occupancy.
Moved:
Second:
In Favor:
Against:
Abstain:
Absent:
Vacancies: 0
Phone: 607.379.9175 Email: whitham@whithamdesign.com 123 S. Cayuga Street Suite 201 Ithaca, NY 14850
August 19, 2015
Lisa Nicholas
Senior Planner
Department of Planning and Economic Development
City of Ithaca
108 E. Green Street
Ithaca, N.Y. 14850
Re: State Street Triangle—Site Plan Application: Resubmittal of Revised Proposal
Dear Lisa:
On behalf of the Applicant, Campus Advantage, please find attached the following revised documents as part of
the Site Plan Application Package for the proposed State Street Triangle Project located at 301 E. MLK/E. State
Street:
1. Project Drawings:
a. Proposed Project Site Plan / Landscape Plan (Revised)
b. Proposed Circulation and Access Plan
c. Proposed Utility Plan
d. Proposed Grading and Drainage Plan
e. Proposed Project Plans (Revised)
f. Proposed Project Elevations
g. Proposed Project Sections (Revised)
h. Proposed Construction Staging, Parking, Deliveries, Pedestrian Access
2. SRF Traffic Impact Study for the Proposed State Street Triangle
3. LeChase Construction Site Logistics narrative
4. Transportation and Parking summary
The State Street Triangle Project team continues to modify the project under review. Hearing the concerns of the
Planning Board at their June 23rd and July 28th meetings, and talking with city officials, neighbors, and other
community members, the project team has reexamined the building and its site in the context of what we heard,
and provided substantial new information for environmental review. With the help of our architects, engineers,
and project team as a whole, we feel that we have a current proposal that will make an important and positive
addition to what is arguably the City of Ithaca’s most important corner.
Starting with the premise that this block, and its surrounding urban core, was the historic center around which the
density of the city grew, we propose to restore the urban vitality that was lost in the wake of 1960s urban renewal.
In fulfilling the intent of the 2013 creation of the CBD-120 (Central Business District), the site is envisioned as a
newly energized urban space on a currently underutilized site. Experientially and visually, State Street Triangle is
Phone: 607.379.9175 Email: whitham@whithamdesign.com 123 S. Cayuga Street Suite 201 Ithaca, NY 14850
intended to be an extension of both the Commons across E. State Street and Restaurant Row on S. Aurora Street.
With a commercial base of 5 new retail/restaurant spaces, the 11-story, 292,880 gsf building has the potential to be
not only one of the city’s primary residential buildings, but one of its most lively commercial buildings as well.
The proposal will help meet the goals of the draft Comprehensive Plan of the City by redeveloping a site where
existing infrastructure already exists, creating greater tax revenue, and enriching the pedestrian and vehicular
experience, particularly as visitors enter Ithaca.
Understanding the importance of the pedestrian experience in this dense, historic cross-roads of the city, we have
addressed recommendations from both Planning Board members and city engineering staff, and working with our
traffic engineers at SRF and our civil engineers at T.G. Miller, have proposed significant potential changes to the
sidewalks, curb lines, and vehicular lanes of the intersection. The proposed widened sidewalks, if realized, will
create an entirely new pedestrian zone related to the new first floor commercial businesses, with potential of
outdoor dining and seating. At this point in schematic, we look forward to discussing the positive impacts such
changes might have if realized, and also look forward to thinking collaboratively about the private/public
realization of those ideas. Furthermore, with an interest in improving the pedestrian experience, the project team
is in conversations with DOT to enhance the landscape along the Green Street slope by bringing in characteristics
of the gorge across the street into the site.
The State Street Triangle Project is a Pedestrian Oriented Development following smart growth urban design
standards. Consistent with the new 2013 zoning by the City of Ithaca, the building will encourage the use of
public transit and alternative modes of transportation. Only a limited number of on-site parking spaces will be
available including handicap access. A four-point parking program is being created for residents who choose to
have a private vehicle, including City of Ithaca owned and managed garages as well as other private options.
Through this approach the City would see an increase in parking revenue. The project is perfectly situated in close
proximity to 3 TCAT stops providing access to many TCAT Bus routes. The project team will work with the
City, County, TCAT, universities, and the Downtown Ithaca Alliance on Transportation Demand Management.
The mix of unit types has changed in order to address the concerns of the community that the project is poised to
be a “student dorm”. The proposal initially had 210 units. The change in units to 240 resulted from converting 10
4-bedroom units into 40 studio apartments. With this adjustment, 140 of the 240, or about 60% of the units, are
studio, 1 bedroom, and 2 bedroom units. This modified unit mix was made to accommodate a mix of people,
including young professionals looking to live downtown.
The project will have on-site amenities including ground floor retail and a fitness center, quiet rooms, and a 2nd
floor courtyard for residents. There will be 24/7 on-site management with a fully staffed building, and
programming provided for residents. The management team consists of a General Manager, Assistant General
Manager, Leasing Manager, Resident Director (a live-in position), 7 Community Assistants, Maintenance
Supervisor, Maintenance Technician, Porter, and Corporate Support including an assigned Regional Manager and
Vice President of Operations.
Phone: 607.379.9175 Email: whitham@whithamdesign.com 123 S. Cayuga Street Suite 201 Ithaca, NY 14850
The proposed materials and mechanicals used in the building will meet or exceed the LEED standards, and the
team is currently exploring the possibility of having the project be LEED certified.
We look forward to working with you and presenting the proposed project at the upcoming Planning Board
meeting. If you have any questions or require additional information, please feel free to contact me.
Sincerely,
Scott Whitham
PLANNING BOARD- UPDATED SITE PLAN SUBMISSION: AUGUST 19, 2015
STATE STREET TRIANGLE
NEW RESIDENCES IN DOWNTOWN, ITHACA
LIST OF DRAWINGS
P2- Proposed Site / Landscape Plan / Plan
P3- Proposed Circulation and Access Plan + Proximity to
TCAT Transit Locations Plan
P4- Proposed Utility Plan
P5- Proposed Grading and Drainage Plan
P6-9- Proposed Project Plans: Levels Lower, 1, 2, 3 and
Typ. Floors
P10-13- Proposed Building: Elevations
P14-15- Proposed Building: Sections
P16- Construction Staging / Parking, etc.
August 19, 2015
Page 2
STATE STREET TRIANGLE
Ithaca, NY
PROPOSED SITE PLAN
1”=40’-0”
LEGEND
TCAT TRANSIT LOCATION
PUBLIC CIRCULATION
RESIDENT CIRCULATION
RESIDENT ACCESS POINT
PUBLIC ACCESS POINT
August 19, 2015
Page 3
STATE STREET TRIANGLE
Ithaca, NY
PROPOSED CIRCULATION AND ACCESS PLAN
1”=40’-0”
PROXIMITY TO TCAT TRANSIT LOCATIONS
TCAT: AURORA STREET
@ THE COMMONS
GREEN STREET
@ THE COMMONS
1056 FT / 0.2 MI
AURORA STREET
@ THE COMMONS
358 FT / 0.07 MI
SENECA STREET
@ THE COMMONS
528 FT / 0.1 MI
E. GREEN STREET
E. STATE STR
E
E
T
E. SENECA STREET
S
.
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A
S
T
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T
August 19, 2015
Page 4
STATE STREET TRIANGLE
Ithaca, NY
PROPOSED UTILITY PLAN
1”=40’-0”
August 19, 2015
Page 5
STATE STREET TRIANGLE
Ithaca, NY
PROPOSED GRADING AND DRAINAGE PLAN
1”=40’-0”
S T A I R 2
S T A I R 3
TRASH
COLLECTION
ROOMLEGEND
STAIR
TRASH COLLECTION ROOM
5 10 20 40
8/14/2015 3:37:33 PM
STATE STREET TRIANGLE
CAMPUS ADVANTAGE
1" = 20'-0"1 LL1
August 19, 2015
Page 6
STATE STREET TRIANGLE
Ithaca, NY
PROPOSED PROJECT PLAN: LOWER LEVEL 1
1”=20’-0”
LEGEND
AMENITY
BOILER ROOM
CIRCULATION
ELEVATOR
FIRE COMMAND CENTER
FIRE PUMP ROOM
FITNESS
GENERATOR ROOM
LEASING
MAINTENANCE
RESTAURANT
RETAIL
RETAIL TRASH/LOADING AREA
STAIR
STORAGE
TRASH
TRASH COLLECTION ROOM
LEASING
1987 SF
RETAIL
2241 SF
RETAIL
2262 SF
RETAIL
2065 SF
RESTAURANT
2808 SF
RETAIL
2477 SF
AMENITY
2988 SF
FITNESS
1010 SF
RETAIL TRASH/
LOADING AREA
5196 SF
5 10 20 40
MAINTENANCE
288 SF
TRASH
474 SF
FIRE
COMM.
296 SF
FIRE PUMP
355 SF
GENERATOR
402 SF
STOR.
169 SF
ELEV. 1ELEV. 2
STAIR 2
STAIR 3
STAIR 1
BOILER
476 SF
TRASH
163 SF
8/14/2015 3:37:24 PM
STATE STREET TRIANGLE
CAMPUS ADVANTAGE 1" = 40'-0"1 Level 1
August 19, 2015
Page 7
STATE STREET TRIANGLE
Ithaca, NY
PROPOSED PROJECT PLAN: LEVEL 1
1”=40’-0”
LEGEND
1 BED/1 BATH
1 BED/1 BATH EFF.
2 BED/1 BATH
2 BED/2 BATH
4 BED/2 BATH
4 BED/4 BATH
5 BED/3 BATH
5 BED/4 BATH
CHASE
CIRCULATION
COURTYARD
ELEVATOR
STAIR
TRASH
D1
D4 D4‐B D4‐C D4‐A
A2
D2
D3‐A
A3
B1‐BB1‐A
E1
B2
F1
B3
F2
A1
COURTYARD
5 10 20 40
D4
E2
E2
E2
E2
ELEV. 1ELEV. 2TRASH/
RECYCLING
STAIR 2
STAIR 3
STAIR 1
B1B1‐C
TABULATIONS
UNIT
E1
E2
A1
A2
A3
B1
B1-A
B1-B
B1-C
B2
B3
D1
D2
D3/D3-A
D4
D4-A
D4-B
D4-C
F1
F2
TOTAL
AREA
340 SF
347 SF
580 SF
596 SF
676 SF
797 SF
797 SF
782 SF
791 SF
842 SF
880 SF
1274 SF
1301 SF
1399 SF
1407 SF
1409 SF
1409 SF
1409 SF
1602 SF
1656 SF
UNITS PER
FLOOR
1
4
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
1
1
24
BEDROOMS PER
FLOOR
1
4
1
1
1
2
2
2
2
2
2
4
4
4
8
4
4
4
5
5
62
10 FLOORS RESIDENTIAL = 240 UNITS WITH
620 BEDROOMS
8/14/2015 3:37:27 PM
STATE STREET TRIANGLE
CAMPUS ADVANTAGE 1" = 20'-0"1 Level 2
August 19, 2015
Page 8
STATE STREET TRIANGLE
Ithaca, NY
PROPOSED PROJECT PLAN: LEVEL 2
1”=20’-0”
TABULATIONS
UNIT
E1
E2
A1
A2
A3
B1
B1-A
B1-B
B1-C
B2
B3
D1
D2
D3/D3-A
D4
D4-A
D4-B
D4-C
F1
F2
TOTAL
AREA
340 SF
347 SF
580 SF
596 SF
676 SF
797 SF
797 SF
782 SF
791 SF
842 SF
880 SF
1274 SF
1301 SF
1399 SF
1407 SF
1409 SF
1409 SF
1409 SF
1602 SF
1656 SF
UNITS PER
FLOOR
1
4
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
1
1
1
24
BEDROOMS PER
FLOOR
1
4
1
1
1
2
2
2
2
2
2
4
4
4
8
4
4
4
5
5
62
10 FLOORS RESIDENTIAL = 240 UNITS WITH
620 BEDROOMS
D1
D4 D4‐B D4‐C D4‐A
A2
D2
D3
A3
B1‐BB1‐A
E1
B2
F1
B3
F2
A1
5 10 20 40
D4
E2
E2
E2
E2
ELEV. 1ELEV. 2
TRASH/
RECYCLING
STAIR 2
STAIR 1
B1B1‐C
LEGEND
1 BED/1 BATH
1 BED/1 BATH EFF.
2 BED/1 BATH
2 BED/2 BATH
4 BED/2 BATH
4 BED/4 BATH
5 BED/3 BATH
5 BED/4 BATH
CHASE
CIRCULATION
ELEVATOR
STAIR
TRASH
8/14/2015 3:37:32 PM
STATE STREET TRIANGLE
CAMPUS ADVANTAGE 1" = 20'-0"1 Level 3
August 19, 2015
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STATE STREET TRIANGLE
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CONSTRUCTION STAGIN, PARKING, DELIVERIES, PEDESTRAIN ACCESS
f or the proposed
State Street Triangle
City of Ithaca
Tompkins County , N ew Y ork
August 2015
Project No. 35027
Prepared For:
Campus Advantage
110 Wild Basin Road, Suite 365
Austin, Texas 78746
Attn: Mr. Ronnie Macejewski
Prepared By:
3495 Winton Place
Building E, Suite 110
Rochester, New York 14623
Traffic Impact Study
i August 2015
Traffic Impact Study Proposed State Street Triangle 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 ...........................................................................................................3
C. Field Observations .............................................................................................................................3
V. FUTURE AREA DEVELOPMENT AND LOCAL GROWTH ....................................... 3
VI. PROPOSED DEVELOPMENT ............................................................................................. 4
A. Description ..........................................................................................................................................4
B. Site Traffic and Parking Generation ...............................................................................................4
C. Site Traffic Distribution .....................................................................................................................6
VII. FULL DEVELOPMENT VOLUMES ..................................................................................... 7
VIII. CAPACITY ANALYSIS .......................................................................................................... 7
IX. TRANSPORTATION DEMAND MANAGEMENT PLAN ..........................................10
X. MULTI-MODAL CONSIDERATIONS ............................................................................12
XI. CONCLUSIONS & RECOMMENDATIONS .................................................................12
XII. FIGURES ..................................................................................................................................13
ii August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
LIST OF TABLES
TABLE 1 PROJECTED DRIVEWAY VOLUMES .............................................................................5
TABLE II CAPACITY ANALYSIS RESULTS .....................................................................................8
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 – BACKGROUND CONDITIONS
FIGURE 5 PROPOSED SITE PLAN
FIGURE 6 TRIP DISTRIBUTION
FIGURE 7 SITE GENERATED TRIPS
FIGURE 8 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
iii August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
LIST OF REFERENCES
1. HCM 2010 Highway Capacity Manual. Transportation Research Board. The National
Academies, Washington, DC: 2010.
2. Trip Generation, Ninth Edition. Institute of Transportation Engineers. Washington D.C.
2012.
3. Shared Parking, Second Edition. Urban Land Institute. Washington, DC: 2005.
4. New York State Department of Transportation (NYSDOT) Traffic Data Viewer. 2012.
Retrieved from https://www.dot.ny.gov/tdv.
iv August 2015
Traffic Impact Study Proposed State Street Triangle 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 State Street Triangle development 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 development is evaluated. In addition, an assessment of pedestrian
circulation and safety conditions with the proposed project in operation is provided.
The proposed development site is located on the south side of M.L.K. Jr. Street (State
Street), east of North Aurora Street, in the City of Ithaca, Tompkins County, New
York. The specified parcel of land is bounded by M.L.K. Jr. Street to the north, Seneca
Way to the east, Green Street to the south, and North Aurora Street to the west. The
site is currently occupied by Elmira Savings Bank (the Trebloc Building site).
The proposed State Street Triangle development is a mixed use residential, retail, and
restaurant project located in the heart of downtown Ithaca. Its location is at the eastern
gateway to Ithaca Commons. The proposed development provides approximately 240
apartment units, a 2,797 square foot (SF) restaurant, 9,045 SF of retail space divided
between five separate spaces, a 1,005 SF fitness area, 2,988 SF of an amenity space, and
1,987 SF of leasing space. A retail trash/loading area (5,194 SF) is proposed in the central
courtyard. Parking for the building’s residents and patrons will be provided in the
Cayuga Street Parking Garage. The parking agreement will provide up to 250 parking
spaces for the proposed development. In addition, there will be two to three carshare
vehicles available for use by the proposed project’s users. An access point will be
provided along Aurora Street to be used for loading and unloading of service vehicles
during off-peak hours.
The proposed State Street Triangle development will be constructed and operational
within two years. 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. The Ithaca Marriott and Canopy Ithaca Hotels were
identified and their corresponding trip generation figures have been added to the study
area roadways. Additionally, based upon 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.
This report considers and evaluates the following transportation and operational
conditions:
Existing traffic conditions during the weekday AM and PM peak hour intervals.
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Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
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 residents, visitors, and employees.
New traffic generated by the proposed project.
Distribution of site generated traffic.
Development of future traffic conditions during the previously noted peak intervals,
assuming the site fully built and operational.
On-site truck deliveries.
Transportation Demand Management Plan.
Mutli-modal considerations.
The report that follows details the study procedures, analyses, and transportation
related recommendations associated with development of the proposed development.
CONCLUSIONS & RECOMMENDATIONS
Based on the projected site generated traffic volumes and projected levels of service,
the proposed State Street Triangle development 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/73
exiting vehicles during the AM peak hour and 89 entering/56 exiting vehicles during
the PM peak hour.
2. Minor signal timing changes are needed at three study intersections:
Aurora Street/M.L.K. Jr. Street
East Seneca Street/North Cayuga Street
Green Street/South Cayuga Street
3. The intersection of M.L.K Jr. Street and Aurora Street should be reconstructed in
order to remove the northbound right-turn channelized island. The removal of the
channelized right-turn lane creates a larger space on the southeastern corner of the
intersection for pedestrians and reduces the total footprint of the intersection. In
addition, the total crossing distance for pedestrians traversing the northbound
approach is reduced, making for a more pedestrian-oriented intersection.
4. 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.
5. Pedestrian walkways and connections to existing sidewalks are included.
vi August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
6. Bicycle racks are provided on-site.
7. Using the Shared Parking Model, a total of 283 parking spaces are needed. A total of
57 parking spaces are required for customers, seven parking spaces for employees
(commercial), and 219 parking spaces are reserved for residents.
8. The parking capacity for the proposed project will be provided primarily in the
Cayuga Street Parking Garage via 250 reserved parking spaces. The 27 bicycle
parking spaces provided on-site may reduce the need for vehicle parking spaces.
Additionally, there were will be two to three carshare parking spaces which can
equate to a reduction of approximately 15 personal automobiles per carshare
vehicle.
9. The deficit in parking spaces may need to be provided through the use of the City’s
other public parking garages (e.g., Tioga Street and Green Street) or available on-
street parking. It should be noted that other parking adjustment factors may be
considered to reduce the total demand for parking. Factors such as carsharing,
demographics, nearby land use mix, employment density, transit accessibility, et al
have the ability to affect parking demand and optimal parking supply.
10. Truck deliveries are planned on-site during off-peak hours.
1 August 2015
Traffic Impact Study Proposed State Street Triangle 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 State Street Triangle 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 development is evaluated. In addition, an assessment of pedestrian
circulation and safety conditions with the proposed project in operation are included.
II. LOCATION
The proposed development site is located on the south side of M.L.K. Jr. Street (State
Street), east of North Aurora Street, in the City of Ithaca, Tompkins County, New
York. The specified parcel of land is bounded by M.L.K. Jr. Street to the north, Seneca
Way to the east, Green Street to the south, and North Aurora Street to the west. The
site is currently occupied by Elmira Savings Bank (the Trebloc Building site). 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 Street 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, these
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 State Street Triangle 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.
Pedestrian Facilities
The City of Ithaca is noted for high levels of walking for daily transport. Sidewalks are
present throughout the CBD and adjacent to the proposed site. Pedestrian crosswalks
and countdown signals are present at signalized intersections. The width of the
sidewalks varies between five feet (along Aurora Street) and eight feet (along M.L.K. Jr.
Street) around the block on which the proposed project is located. As well, a sidewalk
is proposed along the southern boundary of the site to provide a continuous pedestrian
circulation system around the building.
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, bicycle storage rack is provided on-site.
Transit Facilities
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) of the site.
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 (mixed-use residential, retail, and restaurant), 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.
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Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
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 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 at 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 adjusted to reflect 2014 conditions without the detour in place. 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 State Street Triangle development will be constructed and operational
within two years. 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. The Ithaca Marriott and Canopy Ithaca Hotels were
4 August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
identified and their corresponding trip generation figures have been added to the study
area roadways. Additionally, based upon 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 proposed State Street Triangle development is a mixed-use residential, retail,
and restaurant project located in the heart of downtown Ithaca. Its location is at the
eastern gateway to Ithaca Commons. The proposed development provides
approximately 240 apartment units, a 2,797 square foot (SF) restaurant, 9,045 SF of
retail space divided between five separate spaces, a 1,005 SF fitness area, 2,988 SF of
an amenity space, and 1,987 SF of leasing space. A retail trash/loading area (5,194 SF)
is proposed in the central courtyard. Parking for the building’s residents and patrons
will be provided in the Cayuga Street Parking Garage. The parking agreement will
provide up to 250 parking spaces for the proposed development. As well, there will
be two to three carshare vehicles available for use by the proposed project’s users.
An access point will be provided along Aurora Street to be used for loading and
unloading of service vehicles during off-peak hours. Figure 5 illustrates the
proposed concept site plan.
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.
Table I shows the site generated trips for the residential component during the
weekday AM and weekday PM peak hours for the proposed site. Also included in
Table 1 are trip reduction calculations. An analysis was undertaken of the most
recent 2012 American Community Survey (ACS) 5-year Estimates produced by the
United States Census Bureau. The most recent data shows that over 42 percent of
the population walks to work within the City. Within the City, 10.1 percent of
people use public transportation, 8.9 percent carpool, and 2.2 percent bike to work.
Finally, 7.5 percent of the City’s population is reported to telecommute. It is
5 August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
expected that the residential demographic will be serviced by TCAT, as well as
having the ability to travel to their destination via walking and bicycling. Therefore, a
conservative 10 percent reduction in trip generation has been applied to the trip
generation calculations to account for transit usage based on the existing transit
mode share within the City. Furthermore, this study assumes a 15 percent reduction
in vehicle trips as it relates to pedestrian and bicycle travel modes using the site.
Residents will also be able to access carshare via the Cayuga Street parking garage.
The trip generation estimates and trip reduction credits used in this report have
been updated from the State Street Triangle Traffic Assessment previously
submitted on June 11, 2015, and are more representative of the uses proposed for
the State Street Triangle site, based upon comments from the City of Ithaca.
All trip generation calculations are included in the Appendix of this report.
TABLE I
PROJECTED DRIVEWAY VOLUMES
DESCRIPTION SIZE/
UNITS
AM PEAK HOUR PM PEAK HOUR
ENTER EXIT ENTER EXIT
Apartments 240 24 89 95 51
High Turnover Restaurant 2,797 SF 17 13 17 11
Specialty Retail 9,045 SF 8 2 15 18
Total Site Generated Trips 49 104 127 80
Transit Credit (10%) -5 -10 -13 -8
Bicycle/Pedestrian Credit (15%) -7 -16 -19 -12
Internal (5%) -2 -5 -6 -4
Total Reductions -14 -31 -38 -24
Total New Trips 34 73 89 56
Parking Generation
Urban Land Institute (ULI) Methodology for shared parking, a national standard, was
used to estimate the number of parking spaces required for the proposed project in
conjunction with the reductions applicable for a mixed-use site with access to quality
transit, bicycle, and pedestrian facilities. This methodology is utilized by traffic
engineers and planners when evaluating the parking demand for a mixed-use project.
Shared parking synergies exist when (a) there are different uses that have peak
operating times at different times of the day, and (b) when there are related or
complementary uses where patrons of one use also access the complementary use.
The ULI study also identifies monthly variations in parking demand by use for each
month of the year.
Mixed-use projects such as the one proposed, will experience parking synergy as
described in the preceding paragraph. The parking efficiencies that will result reduce
the excess supply of parking and associated loss of green space, storm drainage
6 August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
impacts and maintenance expenses. Additionally, it’s important that sufficient parking
is provided to prevent intrusion of parking into neighborhoods or adjoining
properties, excessive vehicle circulation, and dissatisfied tenants and customers.
Land use data proposed for the proposed project was entered in the Shared Parking
Model; a spreadsheet that estimates the shared parking demand in mixed-use
projects. The spreadsheet produces the base parking requirements before shared
use factors are in place. Based on this base data, there is a requirement for
approximately 385 parking spaces. The Model was calibrated to take into account
mode adjustments, that is, those users who are arrive to the site via means of
transportation other than a personal automobile. Based on the trip reduction credits
used to determine the projected trip generation, an 80 percent mode adjustment
has been used (i.e. 20 percent of the total site generated trips will arrive to the site
using transit, walking, or bicycling instead of passenger vehicles). Additionally, the
non-captive ratio has been calibrated to better reflect the percentage of parkers at
the site who are not already counted as being parked. For example, when residents
of one land use visit a nearby coffee store, there usually is not any additional parking
demand generated. As such, the non-captive ratio is 95 percent, as it is projected
that five percent of the proposed site’s users will already be on-site while
patronizing another land use. Using the calibrated model, a Shared Parking
Reduction factor of 40 percent has been calculated; this equates to a total of 283
parking spaces needed.
A total of 57 parking spaces are required for customers, seven parking spaces for
employees (commercial), and 219 parking spaces are reserved for residents. The
parking capacity for the proposed project will be provided primarily in the Cayuga
Street Parking Garage via 250 reserved parking spaces. It should be noted that 27
bicycle parking spaces are provided on-site which may reduce the need for vehicle
parking spaces. Additionally, there were will be two to three carshare parking spaces
which can equate to a reduction of approximately 15 personal automobiles per
carshare vehicle, as per information gathered from Ithaca Carshare.
The deficit in parking spaces may need to be provided through the use of the City’s
other public parking garages (e.g., Tioga Street and Green Street) or available on-
street parking. It should be noted that other parking adjustment factors may be
considered to reduce the total demand for parking. The Victoria Transport Policy
Institute’s Parking Management: Strategies, Evaluation and Planning (2013) indicates
factors such as carsharing, demographics, nearby land use mix, employment density,
transit accessibility, et al have the ability to affect parking demand and optimal
parking supply.
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.
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Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
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;
Employment centers;
Retail centers;
Existing highway network (considering the one-way street system);
Existing traffic conditions and controls;
Cayuga Street Parking Garage access drive location;
Figure 6 shows the anticipated trip distribution pattern percentages for the
proposed development and Figure 7 illustrates the peak hour site generated traffic
based on those percentages for the weekday AM and PM peak hour periods.
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
7). The resulting network design hour volumes, based on the development as proposed,
are illustrated in Figure 8.
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 un-signalized intersections
is outlined in the Highway Capacity Manual (HCM 2010) published by the
Transportation Research Board. Traffic analysis software, Synchro 8, 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
8 August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
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.
TABLE II
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(4.0) A(2.9) A(4.1) A(3.0)
Westbound – M.L.K. Jr. Street A(0.3) A(0.5) A(0.4) A(0.6) A(0.4) A(0.6)
Northbound – Green Street B(16.7) B(15.6) B(17.9) B(16.5) B(18.9) B(17.1)
Overall LOS B(11.0) A(8.9) B(11.7) A(9.5) B(12.5) A(9.9)
M.L.K. Jr. Street/Seneca Way West (S)
Eastbound – M.L.K. Jr. Street D(39.4) D(49.3) D(40.7) D(53.7) D(41.0) D(54.1)
Westbound – M.L.K. Jr. Street C(23.2) C(30.8) C(24.4) C(34.2) C(24.2) D(36.4)
Northbound Left – Seneca Way West C(22.4) C(24.9) C(23.7) C(26.4) C(23.6) C(26.2)
Northbound Thru – Seneca Way West C(23.2) C(29.0) C(23.8) C(30.0) C(24.5) C(31.0)
Overall LOS C(26.1) C(32.6) C(27.0) C(35.0) C(27.0) D(35.9)
M.L.K. Jr. Street/Aurora Street (S)1,2
Westbound – M.L.K. Jr. Street C(26.8) E(69.5) C(29.8) F(96.0) C(29.8) D(41.9)
Northbound – Aurora Street B(18.3) B(17.8) B(19.0) B(18.5) B(19.0) C(32.0)
Overall LOS C(21.8) D(44.3) C(23.7) E(58.9) C(23.7) D(37.1)
East Seneca Street/North Aurora Street (S)
Westbound Thru – East Seneca Street B(18.1) C(27.3) B(18.4) C(31.3) B(18.7) D(36.3)
Westbound Right – East Seneca Street B(15.3) B(18.7) B(15.4) B(18.9) B(15.6) B(19.3)
Northbound – North Aurora Street A(5.7) A(9.7) A(7.2) B(10.7) A(7.2) B(11.9)
Overall LOS B(12.7) C(20.3) B(13.4) C(22.7) B(13.7) C(25.9)
East Seneca Street/Tioga Street (S)
Westbound Thru – East Seneca Street A(7.0) B(14.8) A(7.9) B(17.7) A(7.8) B(19.1)
Southbound Right – Tioga Street A(4.2) C(23.7) A(5.2) C(23.9) A(5.7) C(23.9)
Overall LOS A(6.5) B(16.3) A(7.4) B(18.7) A(7.4) B(19.9)
East Seneca Street/North Cayuga Street (S)2
Westbound Thru – East Seneca Street B(10.8) B(12.7) B(11.5) B(14.8) B(18.4) B(19.6)
Southbound – North Cayuga Street E(62.5) F(80.6) E(68.6) F(88.3) D(45.2) F(97.2)
Overall LOS C(27.5) C(30.6) C(29.9) C(34.1) C(27.0) D(40.7)
Green Street/South Cayuga Street (S) 2
Eastbound Thru – Green Street C(23.6) C(33.9) C(25.1) D(36.9) C(28.3) D(38.2)
Northbound Right – South Cayuga Street D(40.7) C(23.7) D(45.0) C(25.1) D(52.5) C(28.0)
Southbound Left – South Cayuga Street C(25.7) B(19.0) C(26.4) B(19.2) C(24.3) B(19.2)
Southbound Thru – South Cayuga Street C(30.3) C(26.2) C(30.7) C(26.6) C(28.8) C(29.6)
Overall LOS C(28.7) C(27.7) C(30.4) C(29.4) C(33.7) C(31.3)
Notes:
A(4.1) = Level of Service(Delay in seconds per vehicle)
(S) = Signalized intersection; (U) = Un-signalized Intersection
N/A = Approach does not exist and/or was not analyzed during this condition
9 August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
1 = Intersection analyzed using City of Ithaca signal timing as it was stop-controlled during data collection
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 overall LOS changes from “C” to “D” during the PM peak hour between
background and full development conditions. However, the actual increase in delay is
less than 1.0 second per vehicle. The remaining approaches operate at LOS “D” or
better during both peak hours under all conditions with minor increases in delay. As
such, no 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 58.9
seconds to 37.1 seconds.
The intersection of M.L.K Jr. Street and Aurora Street should be reconstructed in order
to remove the northbound right-turn channelized island. The removal of the channelized
right-turn lane creates a larger space on the southeastern corner of the intersection for
pedestrians and reduces the total footprint of the intersection. In addition, the total
crossing distance for pedestrians traversing the northbound approach is reduced,
making for a more pedestrian-oriented intersection. As a result of this recommendation,
no changes in LOS or delay are projected during the peak hours.
East Seneca Street/North Aurora Street
The westbound thru approach is expected to change in level of service from “C” to “D”
during the PM peak hour between background and full development conditions. This
change in LOS is a result of a borderline condition between LOS “C” and LOS “D” and
the actual increase in delay is 5 seconds per vehicle. All other approaches operate at
LOS “C” or better during both peak hours under all conditions. No mitigation is
warranted or recommended.
East Seneca Street/Tioga Street
The overall levels of service for this intersection are “A” and “B” during the AM and PM
peak hours, respectively, under all conditions. No changes in LOS are projected for the
approaches or the overall intersection as a result of the proposed development. As
such, no mitigation is warranted or recommended.
10 August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
East Seneca Street/North Cayuga Street
The overall intersection level of service is “C” during the AM and PM peak hours under
all conditions. The exception is the overall LOS during the PM peak hour under full
development conditions. Signal timing adjustments to increase the green time given to
southbound motorists during the AM and PM peak hours improves the LOS from “E”
under the background condition to “D” under the full development condition during the
AM peak hour and reduces the delays during the PM peak hour. No further mitigation is
recommended at this intersection.
Green Street/South Cayuga Street
The overall level of service at this intersection is “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. Signal timing adjustments to increase the green time given to
southbound and northbound motorists during the AM peak hour reduces the delay for
northbound right-turning motorists as a result of the proposed development. No
further mitigation is recommended at this intersection.
IX. TRANSPORTATION DEMAND MANAGEMENT PLAN
Transportation Demand Management (TDM) or Commute Trip Reduction (CTR)
initiatives, if implemented strategically, can have a noticeable impact on reducing trips
from a project. TDM is the application of strategies and policies to reduce Single
Occupant Vehicle (SOV) travel demand, or to redistribute this demand in space or in
time. By definition, TDM includes various strategies that produce a more efficient use of
transportation resources and increase the efficiency of a transportation system.
TDM programs have many potential benefits. They can reduce the total number of
vehicle miles traveled by promoting alternatives to driving alone. Fewer vehicle miles
traveled results in less ozone pollution. Employers can use TDM programs to reduce
overhead costs, enhance productivity and reduce employee turnover. TDM programs
can also improve the use of public transit services, bikeways, sidewalks and carpool
lanes by educating users about their travel options and coordinating trips between users
with similar trip patterns. Implementing an effective TDM program may reduce the
required number of parking spaces for a project and/or eliminate the need to consider
building costly multi-story parking structures. Table III, on the following page,
summarizes some of the benefits that can be realized from an effective TDM program.
11 August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
TABLE III
BENEFITS OF TDM PROGRAMS
The following TDM strategies are recommended for consideration and implementation
in connection with the proposed State Street Triangle:
Transit Coordination – Continued coordination with TCAT on transit ridership and
marketing the nearby routes will boost ridership through increased awareness coupled
with improved service.
Bus Stop Amenities – A clean, well-lit, informative bus stop with shelters and seating
greatly improves the image of the transit serving an area. Station amenities make taking
the bus a comfortable experience, while proper maintenance tells people that transit
makes up an important part of the neighborhood. Bus stop shelters should have the
following elements:
A level concrete pad, unobstructed by street furniture, landscaping, or signage
Reliable pedestrian access with clear sidewalks providing direct access to the bus
loading area
Clear sight lines allowing travelers to see around the stop and drivers to see
around corners to make turns
Adequate lighting
Pedestrian amenities such as a bench and trash receptacle
Route, schedule and information
Bicycle rack
Carpooling – Carpooling will be encouraged by providing incentives and other services
such as ride-matching.
BENEFIT DESCRIPTION
Congestion Reduction Reduces traffic congestion delays and associated costs.
Road & Parking Savings Reduces road and parking facility costs.
Consumer Savings Helps consumers save money by reducing their need to own
and operate motor vehicles.
Transport Choice Improved travel options, particularly for non-drivers.
Road Safety Reduced crash risk
Environmental Protection Reduced air, noise and water pollution, wildlife crashes and
other types of environmental damages.
Efficient Land Use
Supports strategic land use planning objectives, such as
reduced sprawl, urban redevelopment and reduced habitat
fragmentation.
Community Livability Improved local environmental quality and community
cohesion.
Economic development
Supports a community’s economic objectives, such as
increased productivity, employment, wealth, property values
and tax revenues.
Physical Fitness and Health Improved public fitness and health due to more physical
activity, usually through increased daily walking and cycling.
12 August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
Transportation Alternatives Information – Bus schedules, walking and bicycling
maps, neighborhood and on-site wayfinding will be made readily available.
Location and Quantity of Bicycle Parking Spaces – The proposed project will
include convenient bicycle parking locations in clear sight of access points into the
building, safe and secure longer-term storage within parking areas, and sufficient number
of bicycle parking spaces that encourage a greater number and demographic of
residents, employees, and visitors to utilize bicycling as a means of transportation.
Carshare – The project site will have two to three carshare parking spaces to
encourage lower rates of personal automobile ownership and reduce parking demand.
Coordination with the nearby Colleges/Universities – A successful relationship
between the proposed project and the nearby education institutions of Ithaca College
and Cornell University can affect the trip generation rates and parking demand for the
proposed project. Transportation services like a dedicated shuttle may encourage lower
rates of SOV usage.I-MODAL CONSIDERATIONS
The proposed State Street Triangle development will take advantage of the City’s
existing multi-modal transportation system, as well as augment it through an improved
interface with the public realm. Developing a mixed-use project of this nature will help
meet the goals of the Comprehensive Plan, enhance the pedestrian and bicycle
experience, and further activate an historic part of downtown Ithaca.
X. CONCLUSIONS & RECOMMENDATIONS
Based on the projected site generated traffic volumes and projected levels of service,
the proposed State Street Triangle development 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/73
exiting vehicles during the AM peak hour and 89 entering/56 exiting vehicles during
the PM peak hour.
2. Minor signal timing changes are needed at three study intersections:
Aurora Street/M.L.K. Jr. Street
East Seneca Street/North Cayuga Street
Green Street/South Cayuga Street
3. The intersection of M.L.K Jr. Street and Aurora Street should be reconstructed in
order to remove the northbound right-turn channelized island. The removal of the
channelized right-turn lane creates a larger space on the southeastern corner of the
13 August 2015
Traffic Impact Study Proposed State Street Triangle City of Ithaca, New York
intersection for pedestrians and reduces the total footprint of the intersection. In
addition, the total crossing distance for pedestrians traversing the northbound
approach is reduced, making for a more pedestrian-oriented intersection.
4. 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.
5. Pedestrian walkways and connections to existing sidewalks are included.
6. Bicycle racks are provided on-site.
7. Using the Shared Parking Model, a total of 283 parking spaces are needed. A total of
57 parking spaces are required for customers, seven parking spaces for employees
(commercial), and 219 parking spaces are reserved for residents.
8. The parking capacity for the proposed project will be provided primarily in the
Cayuga Street Parking Garage via 250 reserved parking spaces. The 27 bicycle
parking spaces provided on-site may reduce the need for vehicle parking spaces.
Additionally, there were will be two to three carshare parking spaces which can
equate to a reduction of approximately 15 personal automobiles per carshare
vehicle.
9. The deficit in parking spaces may need to be provided through the use of the City’s
other public parking garages (e.g., Tioga Street and Green Street) or available on-
street parking. It should be noted that other parking adjustment factors may be
considered to reduce the total demand for parking. Factors such as carsharing,
demographics, nearby land use mix, employment density, transit accessibility, et al
have the ability to affect parking demand and optimal parking supply.
10. Truck deliveries are planned on-site during off-peak hours.
XI. FIGURES
Figures 1 through 8 are included on the following pages.
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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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
7:00 AM0000008000000662076
7:15 AM0000001100000010220115
7:30 AM0000001900000014250166
7:45 AM0000001900000015790185542
8:00 AM00000018000000161110190656
8:15 AM00000015000000162190196737
8:30 AM00000023000000162170202773
8:45 AM00000047000000169210237825
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles000000188000000676840 948
Heavy Trucks000 0012 000 04012 64
Pedestrians 124 176 32 112 444
Bicycles000 000 000 000 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AM
000
00103
0
0
0 0
654
68
0
103
0
722
68
0
0
757
0.87
0.00.00.0
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
000
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
4:00 PM0000003800000022090267
4:15 PM00000047100000209150272
4:30 PM00000058000000242120312
4:45 PM000000490000002261102861137
5:00 PM000000480000002191002771147
5:15 PM00000044000000163902161091
5:30 PM000000300000001841602301009
5:45 PM00000042000000194100246969
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles000000232000000968480 1248
Heavy Trucks000 004 000 0528 64
Pedestrians 180 204 48 216 648
Bicycles000 001 000 000 1
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:15 PM -- 5:15 PM
Peak 15-Min: 4:30 PM -- 4:45 PM
000
10202
0
0
0 0
896
48
0
203
0
944
49
0
0
1098
0.92
0.00.00.0
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
000
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
7:00 AM002001129000893200000181
7:15 AM003701556000992100000228
7:30 AM0062021550001223200000292
7:45 AM00700286500013531000003291030
8:00 AM00510327200016132000003481197
8:15 AM00670347300012438000003361305
8:30 AM00530305700013434000003081321
8:45 AM0042047650009547000002961288
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles00204012828800064412800000 1392
Heavy Trucks000 040 0644 000 72
Pedestrians 56 16 52 108 232
Bicycles000 000 000 000 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 7:45 AM -- 8:45 AM
Peak 15-Min: 8:00 AM -- 8:15 AM
00241
1242670
0
554
135 0
0
0
241
391
689
0
0
402
919
0
0.95
0.00.02.5
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
000
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
4:00 PM0059040770001191900000314
4:15 PM00540411030001091200000319
4:30 PM00530471230001341500000372
4:45 PM005805611200012912000003671372
5:00 PM007205410300010423000003561414
5:15 PM006005011100014319000003831478
5:30 PM00620499900013119000003601466
5:45 PM005604910300011419000003411440
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles0024002004440005727600000 1532
Heavy Trucks000 440 0320 000 40
Pedestrians 172 36 48 128 384
Bicycles000 010 020 000 3
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:30 PM -- 5:30 PM
Peak 15-Min: 5:15 PM -- 5:30 PM
00243
2074490
0
510
69 0
0
0
243
656
579
0
0
518
960
0
0.96
0.00.00.8
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
012
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
7:00 AM00000319000001775160148
7:15 AM0000050700000147660153
7:30 AM000006712000001790120198
7:45 AM000006090000026115250235734
8:00 AM0000079160000024121170257843
8:15 AM0000083110000026107290256946
8:30 AM00000951900000301153302921040
8:45 AM00000861700000421312002961101
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles000003446800000168524800 1184
Heavy Trucks000 02812 000 83612 96
Pedestrians 28 88 64 72 252
Bicycles000 030 000 100 4
Railroad
Stopped Buses
Comments:
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AM
000
034363
0
0
0 122
474
99
0
406
0
695
99
465
0
537
0.93
0.00.00.0
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
000
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
4:00 PM0000079130000049187180346
4:15 PM000009890000047199250378
4:30 PM0000097170000066202340416
4:45 PM00000961600000662112004091549
5:00 PM00000831000000632063303951598
5:15 PM000001001600000572002403971617
5:30 PM00000113900000471602203511552
5:45 PM00000791000000621682603451488
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles0000038868000002648081360 1664
Heavy Trucks000 0020 000 16328 76
Pedestrians 88 84 76 192 440
Bicycles000 020 000 100 3
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:30 PM -- 5:30 PM
Peak 15-Min: 4:30 PM -- 4:45 PM
000
037659
0
0
0 252
819
111
0
435
0
1182
111
628
0
878
0.97
0.00.00.0
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
000
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
7:00 AM25400000000000066130144
7:15 AM39510000000000072150177
7:30 AM38690000000000088280223
7:45 AM359100000000000131240281825
8:00 AM447900000000000128330284965
8:15 AM3387000000000001423202941082
8:30 AM4278000000000001493303021161
8:45 AM4382000000000001423603031183
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles172328000000000005681440 1212
Heavy Trucks8120 000 000 0240 44
Pedestrians 40 116 92 56 304
Bicycles000 000 000 000 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AM
1623260
000
0
0
0 0
561
134
488
0
0
695
460
0
0
723
0.98
8.04.60.0
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
030
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
4:00 PM594900000000010153450307
4:15 PM595900000000000191320341
4:30 PM526700000000000232490400
4:45 PM4962000000000002014503571405
5:00 PM6172000000000002103903821480
5:15 PM4869000000000002081803431482
5:30 PM4860000000000001734003211403
5:45 PM4879000000000001603803251371
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles208268000000000009281960 1600
Heavy Trucks440 000 000 0520 60
Pedestrians 96 104 196 108 504
Bicycles200 000 000 000 2
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:30 PM -- 5:30 PM
Peak 15-Min: 4:30 PM -- 4:45 PM
2102700
000
0
0
0 0
851
151
480
0
0
1002
421
0
0
1061
0.93
1.41.10.0
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
300
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
7:00 AM1591200000001041130118
7:15 AM0833000000000038060157
7:30 AM01112700000000056040198
7:45 AM01202500000010068090223696
8:00 AM01142200000000063070206784
8:15 AM01181800000010070040211838
8:30 AM01132200000000079080222862
8:45 AM01163000000000093040243882
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles04641200000000003720160 972
Heavy Trucks0124 000 000 4000 56
Pedestrians 20 12 80 24 136
Bicycles000 000 000 000 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AM
046192
000
0
1
0 305
0
23
553
0
1
328
484
305
93
0
0.91
0.05.45.4
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
030
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
4:00 PM0932400000000089090215
4:15 PM010230000000000860130231
4:30 PM010431000000000811200237
4:45 PM010032000000000910100233916
5:00 PM010125000000000890250240941
5:15 PM010527000000000910190242952
5:30 PM19734000001200940110240955
5:45 PM09834000000000880160236958
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles04201080000000003640760 968
Heavy Trucks004 000 000 000 4
Pedestrians 72 64 196 52 384
Bicycles010 000 000 000 1
Railroad
Stopped Buses
Comments:
Peak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:15 PM -- 5:30 PM
1401120
000
1
2
0 362
0
71
522
0
3
433
473
362
122
1
0.99
100.01.22.5
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
050
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
7:00 AM1616000000011000310074
7:15 AM917000000231000330092
7:30 AM18260000002240004700117
7:45 AM27320000002260005500142425
8:00 AM22300000001240004600123474
8:15 AM15340000003160006000128510
8:30 AM29350000000220006000146539
8:45 AM25270000000270007200151548
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles100108000000010800028800 604
Heavy Trucks2000 000 040 0200 44
Pedestrians 32 20 4 0 56
Bicycles000 000 000 000 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 8:00 AM -- 9:00 AM
Peak 15-Min: 8:45 AM -- 9:00 AM
911260
000
4
89
0 0
238
0
217
0
93
238
130
0
89
329
0.91
19.83.20.0
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
010
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
4:00 PM26590000006240007400189
4:15 PM36530000006280006800191
4:30 PM33780000001300007310216
4:45 PM46520000006380006800210806
5:00 PM47780000003220006610217834
5:15 PM35610000005320007100204847
5:30 PM34520000003330007300195826
5:45 PM31340000002340006720170786
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles188312000000128800026440 868
Heavy Trucks440 000 000 040 12
Pedestrians 48 32 4 0 84
Bicycles000 000 000 000 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:30 PM -- 5:30 PM
Peak 15-Min: 5:00 PM -- 5:15 PM
1612690
000
15
122
0 0
278
2
430
0
137
280
286
0
122
439
0.98
3.12.20.0
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
010
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
7:00 AM00940000001100031550191
7:15 AM001120000003000033610236
7:30 AM001560000002400047860313
7:45 AM00160000000260005511603571097
8:00 AM00147000000240004612403411247
8:15 AM00131000000170006012403321343
8:30 AM00140000000230006012403471377
8:45 AM0097000000300007215003491369
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles006400000001040002204640 1428
Heavy Trucks0044 000 000 0864 116
Pedestrians 4 0 4 4 12
Bicycles000 000 000 000 0
Railroad
Stopped Buses
Comments:
Peak-Hour: 7:45 AM -- 8:45 AM
Peak 15-Min: 7:45 AM -- 8:00 AM
00578
000
0
90
0 0
221
488
578
0
90
709
488
0
668
221
0.96
0.00.08.7
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
000
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)
TotalHourly
Totals
LeftThruRightULeftThruRightULeftThruRightULeftThruRightU
4:00 PM0012800000023000751310357
4:15 PM0014800000031000671380384
4:30 PM0014500000032000711640412
4:45 PM00150000000360007115804151568
5:00 PM00145000000210006314203711582
5:15 PM00133000000320007414003791577
5:30 PM00139000000320007914303931558
5:45 PM00138000000360007213203781521
Peak 15-Min Northbound Southbound Eastbound Westbound
TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU
All Vehicles006000000001440002846320 1660
Heavy Trucks0036 000 000 01276 124
Pedestrians 40 0 8 4 52
Bicycles000 000 000 010 1
Railroad
Stopped Buses
Comments:
Peak-Hour: 4:15 PM -- 5:15 PM
Peak 15-Min: 4:45 PM -- 5:00 PM
00588
000
0
120
0 0
272
602
588
0
120
874
602
0
708
272
0.95
0.00.08.0
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
001
000
0
0
0 0
1
0
NA
NA
NA NA
NA
NA
NA NA
A2
Miscellaneous Traffic Data
and Calculations
Project Name:State Street Triangle
No:35027
Date:8/4/2015
City:Ithaca
State/Province:NY
Zip/Postal Code:
Country:
Client Name:CA
Analyst's Name:DLK
Edition:ITE‐TGM 9th Edition
Land Use Size
EntryExitEntryExit
9826 ‐ Specialty Retail 9.05 Sq Ft 821518
Reduction 0000
Internal 0000
Pass‐by 0000
Non‐pass‐by 821518
932 ‐ High‐Turnover (Sit‐Down) Restaurant 2.8 1000 Sq. Feet Gross Floor Area17131711
Reduction 0000
Internal 0000
Pass‐by 0000
Non‐pass‐by 17131711
221 ‐ Low‐Rise Apartment 240 Occupied Dwelling Units 24 89 9551
Reduction 0000
Internal 0000
Pass‐by 0000
Non‐pass‐by 24899551
Total Unadjusted Trips 4910412780
Transit (10%)‐5 ‐10 ‐13 ‐8
Ped/Bike (15%)‐7 ‐16 ‐19 ‐12
Internal (5%)‐2 ‐5 ‐6 ‐4
Total New Trips 34738956
Project Information
AM Peak HourPM Peak Hour
PROPOSED STATE STREET TRIANGLE CAMPUS ADVANTAGE
CITY OF ITHACA, TOMPKINS COUNTY, NY
AM PEAK
Num of yrs
2
EnterExitTrips INTrips OUT
1.00%Dist. %Dist. %3473
1 State St (MLK Jr. St)/
Green St/
SR
ST
SL
WR52545395%22541
WT2653273273
WL
NR6251264935%2626675
NT
NL
ER
ET9596 96
EL
2 State St/
Seneca Way West
SR
ST
SL
WR
WT 265 3273 273
WL
NR
NT 12512 139 35%2626165
NL 6562697 97
ER
ET 95 96 96
EL 10 515 15
3 State St/
S. Aurora St
SR
ST
SL
WR 4511966 66
WT
WL 3004 310 310
NR 95 5102 102
NT 4457 460 460
NL
ER
ET
EL
Full Build
Volumes
LOCATION
NUMBER
INTERSECTION
DESCRIPTION
Existing
Volume
Bkgd
Volume
State Street Triangle Campus Advantage Total Site
Trips
Canopy
Ithaca
Hotel
Ithaca
Marriott
Num of yrs
2
EnterExitTrips INTrips OUT
1.00%Dist. %Dist. %3473
Full Build
Volumes
LOCATION
NUMBER
INTERSECTION
DESCRIPTION
Existing
Volume
Bkgd
Volume
State Street Triangle Campus Advantage Total Site
Trips
Canopy
Ithaca
Hotel
Ithaca
Marriott
4 E. Seneca St/
N. Aurora St
SR
ST
SL
WR13513715%1111148
WT5604558015%20%51520600
WL
NR
NT325331331
NL165719194194
ER
ET
EL
5 E. Seneca St/
Tioga St
SR103105105
ST
SL
WR6869 69
WT6541167815%20%51520698
WL
NR
NT
NL
ER
ET
EL
6 Seneca St/
N. Cayuga St
SR6566 66
ST3602237035%1212382
SL
WR100102102
WT60061220%1515627
WL2001121515%55220
NR
NT
NL
ER
ET
EL
7 Green St/
S. Cayuga St
SR
ST27528050%1717297
SL145132162162
WR
WT
WL
NR2506726770%5151318
NT
NL
ER555620%7763
ET5752217625625
EL
PROPOSED STATE STREET TRIANGLE CAMPUS ADVANTAGE
CITY OF ITHACA, TOMPKINS COUNTY, NY
PM PEAK
Num of yrs
2
EnterExitTrips INTrips OUT
1.00%Dist. %Dist. %8956
1 State St (MLK Jr. St)/
Green St/
SR
ST
SL
WR 6154 6315%4 4635
WT 390 4401 401
WL
NR 65014 677 35%2020697
NT
NL
ER
ET 130 132 132
EL
2 State St/
Seneca Way West
SR
ST
SL
WR
WT 390 4401 401
WL
NR
NT 26514 284 35%2020304
NL 150729189 189
ER
ET 130 132 132
EL 20 727 27
3 State St/
S. Aurora St
SR
ST
SL
WR 90229122 122
WT
WL 4755 489 489
NR 125 6133 133
NT 4306 444 444
NL
ER
ET
EL
Total Site
Trips
Full Build
Volumes
LOCATION
NUMBER
INTERSECTION
DESCRIPTION
Existing
Volume
Bkgd
Volume
State Street Triangle Campus AdvantageCanopy
Ithaca
Hotel
Ithaca
Marriott
Num of yrs
2
EnterExitTrips INTrips OUT
1.00%Dist. %Dist. %8956
Total Site
Trips
Full Build
Volumes
LOCATION
NUMBER
INTERSECTION
DESCRIPTION
Existing
Volume
Bkgd
Volume
State Street Triangle Campus AdvantageCanopy
Ithaca
Hotel
Ithaca
Marriott
4 E. Seneca St/
N. Aurora St
SR
ST
SL
WR20520915%88217
WT8254785215%20%131125877
WL
NR
NT300306306
NL215629254254
ER
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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
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12
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8
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B
L
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R
N
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n
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(
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5
Pr
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-
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M
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:
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r
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Id
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F
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w
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p
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19
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1
5
A5
Level of Service Calculations:
Background Conditions
Pr
o
p
o
s
e
d
S
t
a
t
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S
t
r
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T
r
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t
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r
S
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La
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h
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T
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La
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f
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Vo
l
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m
e
(
v
p
h
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31
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6
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Id
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(
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19
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h
(
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t
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13
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p
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D
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38
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r
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13
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h
(
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t
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r
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(
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p
h
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Tu
r
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e
Pr
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t
NA
Pr
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e
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t
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d
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h
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r
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36
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(
%
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45
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32
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r
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2
La
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e
G
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p
W
B
L
W
B
R
N
B
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i
o
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n
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y
28
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y
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To
t
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e
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a
y
29
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p
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y
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n
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Ar
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8
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7
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(
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R
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f
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12
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40
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B
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(
v
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0
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Id
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19
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19
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17
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5
A6
Level of Service Calculations:
Full Development Conditions
Pr
o
p
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d
S
t
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Vo
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31
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Id
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e
Pr
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t
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Pr
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h
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r
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L
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B
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o
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n
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y
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Ap
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In
t
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c
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n
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Ar
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:
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8
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12
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5
State Street Apartments
Ithaca, NY
Site Logistics
The site logistics plan for the construction and pedestrian traffic on the State Street project, which will
be executed with the safety of the surrounding community as our primary goal. We plan to achieve this
through a number of methods that will be implemented from the start of the construction phase,
including:
• Utilizing the proposed grading cut along the East Green Street as our primary means of servicing
the project site. Having this loading / unloading zone will allow us to get construction traffic off
of the primary roadway so that we can safely service the construction site without having to
impede the public traffic with a lane closure along this route. This also allows for easier access
to and from the construction site along Rt. 79 reducing the traffic flow in and around the
Commons.
• The parking lane along State Street will need to be utilized for the construction project;
elimination of these meters will lessen the impact of having motorists parking along the
construction site without a sidewalk immediately adjacent to the parking meter. Compensation
for the meter revenue will be paid for through the project while meters are out of service.
• Concrete traffic barriers and construction fencing will be utilized around the entire perimeter of
the site to protect from vehicle traffic and promote site security.
• Construction signs will be placed along South Aurora Street alerting motorists of changing traffic
patterns due to the turning lane closure between South Aurora and State Street. A new
pedestrian crosswalk will be installed to allow pedestrian traffic to the utilize the existing
stairwell between South Aurora and East Green Street
• Construction Signs will be placed along all surrounding roadways alerting motorists of flagmen
and construction traffic entering the roadway
• Flagmen will be employed to facilitate safe entry of construction vehicles to and from the jobsite
onto the main roadways
• Stabilized construction entrances will be utilized to minimize the impact of construction
activities on the surrounding streets and community.
State
Street
Triangle
Project
–
Transportation
&
Parking
Summary
The
State
Street
Triangle
Project
is
a
Pedestrian
Oriented
Development
following
smart
growth
urban
design
standards.
Consistent
with
the
new
2013
zoning
by
the
City
of
Ithaca,
the
building
will
encourage
the
use
of
public
transit
and
alternative
modes
of
transportation.
Only
a
limited
number
of
on-‐site
parking
spaces
will
be
available
including
handicap
access.
Residents
of
the
project
will
be
encouraged
that
a
private
vehicle
is
not
necessary
to
live
in
Ithaca.
For
those
residents
that
choose
to
have
a
private
vehicle,
several
options
exist
for
long
term
and
overnight
parking,
including
City
of
Ithaca
owned
and
managed
garages
as
well
as
other
private
options.
The
project
team
will
work
with
the
City,
County,
TCAT,
universities,
and
the
Downtown
Ithaca
Alliance
on
Transportation
Demand
Management,
including
the
potential
for
park
and
ride
and
rapid
transit,
consistent
with
each
organizations
comprehensive
plan.
The
site
has
a
WalkScore.com
rating
of
96,
meaning
that
a
car
is
not
necessary
to
perform
daily
errands
(Ithaca’s
average
score
is
65).
Provisions
will
also
be
made
at
the
site
for
tenant
service
pick-‐ups
and
deliveries
including
dry
cleaning
and
groceries.
This
is
consistent
with
national
trends
toward
urban
car-‐
free
living,
with
Ithaca’s
Mayor
Myrick
even
forgoing
a
personal
vehicle.
Public
Transit
Options
It
is
anticipated
that
the
project
will
be
attractive
to
Ithacans
seeking
a
downtown
living
experience,
as
well
as
Cornell
and
Ithaca
College
students.
For
those
not
living
and
working
downtown,
the
site
provides
excellent
access
to
TCAT.
For
students
in
particular,
the
#10
and
#11
TCAT
Bus
routes
provide
quick,
efficient
direct
routes
to
campus
within
a
2
minute
walk
from
the
site.
According
to
TCAT
staff,
the
site
is
the
best
location
in
downtown
for
access
to
public
transit.
Bike
Share
The
developer,
Campus
Advantage,
is
exploring
options
to
provide
a
bike
share
program
at
the
property
for
residents.
Additionally,
a
public
bike
share
program
is
being
contemplated
as
part
of
the
sidewalk
expansion
that
is
envisioned
along
State
Street.
Car
Share
Campus
Advantage
is
hoping
to
team
up
with
Ithaca
Carshare
for
a
location
at
the
project.
Ithaca
Carshare
is
an
increasingly
popular
alternative
to
owning
a
private
vehicle.
According
to
the
Ithaca
Carshare
website,
for
each
Ithaca
Carshare
car
in
the
fleet,
15.4
fewer
personal
cars
are
owned!
Carsharing
shifts
habits
to
reduce
car
use,
a
major
source
of
greenhouse
gas
emissions.
It
also
saves
the
tenant
over
$8,600,
the
average
cost
to
own
and
operate
a
vehicle
(AAA,
2015).
Parking
A
four-‐point
parking
program
is
being
created
for
residents
with
private
vehicles.
The
plan
is
being
created
in
conjunction
with
the
City
of
Ithaca’s
parking
facilities
and
will
utilize
vacant
parking
spaces
in
existing
City
garages
and
surface
lots.
It
is
conservatively
anticipated
that
up
to
40%
of
the
residents
may
have
personal
vehicles
which
equates
to
approximately
250
spaces.
• Cayuga
Garage
-‐
Campus
Advantage
is
in
the
process
of
seeking
a
parking
agreement
with
the
non-‐profit
ownership
entity
for
Cayuga
Garage
to
utilize
vacant
spaces
in
the
upper
levels
of
the
garage.
There
are
over
300
vacant
parking
spaces
in
the
garage
and
parking
revenues
from
residents
of
the
project
will
help
reduce
the
$960,000
in
annual
public
subsidies
currently
needed
to
fund
the
garage
debt.
• Seneca
Garage
–
Approximately
100
vacant
spaces
have
been
identified
by
City
parking
officials
that
could
be
reserved
by
residents
of
the
State
Street
Triangle
Project.
• Green
Street
Garage
–
There
are
approximately
75
underutilized
spaces
in
the
Green
Street
Garage
which
is
within
a
2-‐3
minute
walk
from
the
site.
• Satellite
Lots
–
Surface
parking
lots
near
the
Cornell
campus
and
others
that
are
in
the
planning
stage
elsewhere
throughout
the
City
will
be
available
for
those
residents
that
primarily
use
their
vehicles
on
weekends
and
holidays.
The
lots
can
be
easily
accessed
via
public
transit.
Page 1 of 6
City of Ithaca
FULL ENVIRONMENTAL ASSESSMENT FORM (FEAF) ― Part III
Project Name: Educational Building ― 209‐215 Dryden Road
Date Created: 7/15/15, Updated 8‐13‐15 and 8‐20‐15
PROJECT DESCRIPTION
The applicant proposes to build a six‐story/80‐foot tall education and office building on the 12,301‐
SF project site. The building will have a footprint of 10,180 SF and a GFA of 76,210. The building will
house the Cornell Johnson School of Management Executive Education Program, which will be a
tenant of the building; so the building and site will therefore remain a taxable property. The
building will include classrooms, meeting rooms, staff and faculty offices, and a large atrium for
public assembly and to provide street‐level active use. The project site consists of four tax parcels
(#64.‐10‐3, #64.‐10‐4, #64.‐10‐5, and #64.‐10‐6) and will require consolidation. The building is in the
MU‐2 Zoning District and requires variances to be incompliance with district regulations. The
project has received Design Review. This project is a Type I Action under the City of Ithaca
Environmental Quality Review Ordinance (“CEQRO”), §176‐4 B. (1)(n), and the State Environmental
Quality Review Act (“SEQRA), §617.4 (6.)(11), and is subject to environmental review.
IMPACT ON LAND
The project site is in a densely developed area and the site itself is a redevelopment site.
Construction is expected to last approximately 18 months. The applicant has submitted a
Geotechnical Engineering Evaluation, dated July 16, 2015 and prepared by John P. Stopen
Engineering, LLP. The following conclusions were made:
“Our evaluations determined that the building should be constructed with a combination of
conventional footings bearing on rock on the east side and drilled piers bearing on rock sockets on
the middle and west side of the site where rock is deeper. The dividing line between the two
systems needs further evaluation.
The test boring results indicated that bedrock surface slopes down from northeast to southwest.
Conventional foundations can bear on rock on the east side and part of north side. Drilled piers
socketed into the rock should be used where bedrock is deeper. Figure 5 shows depth of bedrock
and depth of basement level from ground surface.” (pg. 3 of 7)
“Temporary support of excavation is needed on the north, east and west sides of the building.
Open excavation can be performed on the south side of the site with IV:2H slope The east side of
the proposed building will be adjacent to Linden Ave. Support of excavation with toe pins or toe
tie anchors and tieback anchors should be considered. Sheet piling, drilled‐in soldier piles, or soil
nailing should be considered, but permission will be required from the City for anchors to extend
onto their property.” (pg. 4 of 7)
The applicant is working with City staff and the adjacent property owner to coordinate the
installation of temporary support.
No impact anticipated.
Page 2 of 6
IMPACT ON WATER
No impact anticipated.
IMPACT ON DRAINAGE
The City of Ithaca will require a ‘basic’ Stormwater Pollution and Prevention Plan (SWPPP). The
basic SWPPP will include an erosion and sediment control plan with temporary measures to be
installed and maintained during construction. The temporary measures will be designed in
accordance with current NYSDEC standards.
No impact anticipated.
IMPACT ON AIR
Construction is projected to last approximately 18 months and will be concurrent with several other
construction projects in the Collegetown area. Approximately 8,000 CY or materials will be removed
from the site during foundation work.
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
dust‐control measures as appropriate:
• Maintaining crushed stone tracking pads at all entrances to the construction site.
• Re‐seeding 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.
No impact anticipated.
IMPACT ON PLANTS & ANIMALS
No impact anticipated.
IMPACT ON AESTHETIC RESOURCES
The highly visible corner project site is in the MU‐2 (Mixed Use) zone. Its east and south boundaries
(immediately across Linden Avenue and abutting the south property line of this building) transition
to the lower density CR‐4 (Residential) zone. Its high visibility and location on the edge of a
residential zone require that the building embrace to the mixed‐use urban character of central
Collegetown while being sensitive to the adjacent smaller‐scale residential neighbors.
The proposed building is designed to the new height limit of 80 feet. It is a combination of clear and
patterned glass, with a rhythmic arrangement of angled and straight projecting mullion‐fins, colored
compatibly with the salmon‐orange brick of its neighbors, and with punctuations of black and white.
Page 3 of 6
The applicant proposes that the architectural features respond to the urban mixed use and
residential context in the following ways:
• The urban connection is reflected in the openness of the lower three stories of the
building—emphasized by the angular, glass‐prism‐like inflections of those lower walls—
facilitating an awareness of the entry and activity within the building.
• Along Dryden Road, the street level frontage is emphasized strongly by a, projecting,
identifying canopy and a setback glass street wall (both permitted at 2 feet), as part of the
dramatic representation of the glazed three‐story atrium.
• At the Dryden‐Linden corner, a transitional emphasis between Dryden and Linden is
achieved with a glazed corner embracing ground and second floor levels.
• On the Linden Avenue façade, the size of the building is reduced visually by variegated
patterns that serve to reduce the scale of the building, and the setback upper floors along
Linden Avenue are of dark metal to differentiate upper from lower and facilitate a
relationship with the smaller scale of adjacent buildings.
Some concern has been expressed about a potential impact to adjacent neighbors of light spillage
for the building. The applicant has provided the following response:
In the southern two thirds of the building, the upper five of the six floors are classrooms
and offices, both having limited occupancy and use at night. The ground floor is a
communal use; it is quite low compared to the elevated residences opposite. The lighting
there will be limited to downward oriented lighting with no direct illumination of the
exterior; the space will glow warmly within.
The office windows in the upper three stories (occupied during typical office hours) are
slender and intermittent. The projecting fin‐mullions at the two classroom floors are quite
close together and, significantly, are angled toward the northeast, presenting their broad
side to the residences and minimizing the amount of light spillage. The view from further
south on Linden Avenue makes the building appear to be almost solid.
The northeast corner of the building, at Dryden and Linden, will be illuminated within and
for people walking or driving down the hill toward College Avenue, the corner will, in
essence, serve as a gateway threshold into Collegetown. Immediately beyond the corner
along Dryden Road, the fins of the upper stories turn to orient to College Avenue and will
be significantly darker, further emphasizing the three story atrium and further reducing
the apparent size of the building.
No impact anticipated.
IMPACT ON HISTORIC RESOURCES
No impact anticipated.
IMPACT ON OPEN SPACE AREA
No impact anticipated.
Page 4 of 6
IMPACT ON TRANSPORTATION
The applicant does not anticipate the project will significantly impact transportation patterns. The
application states:
The building will include space for approximately 150 administrative seats. When the building
initially opens, approximately 75‐80 of the seats will be utilized. The classrooms include
approximately 400 seats. Over the course of the day, the average number of persons utilizing the
classrooms at opening is expected to be 150 – 200 persons. These numbers represent an initial
average and are expected to grow over time. The heaviest concentration will occur in
January/February and June/July when the course offerings are the greatest.
Cornell faculty and staff in the existing Executive Education Program currently park at A‐Lot and
in campus parking garages and then take the bus to their office. Attendees of the Executive
Education Program travel to Cornell from out of town and stay at the Statler Hotel. Most do not
have a car while in Ithaca. Attendees take the bus or walk to class at Sage Hall. Relocating the
program to the Collegetown location is not expected to have any impact on transportation and
travel patterns. Faculty, staff and attendees will continue to take the bus or walk to the facility.
While it is reasonable to assume that single‐occupancy vehicle traffic will not increase, the number
of pedestrians would increase significantly in an area where pedestrian facilities are already
strained.
Mitigations proposed by applicant:
The applicant showed a conceptual image titled “Site Details” that was part of the July 28, 2015
presentation to the Planning Board. The image shows a proposed improved streetscape wrapping
the project site that provides a generous pedestrian zone and includes seating, landscaping, and
bike racks. The drawing illustrates a 14’10” sidewalk ― eight feet of which is continuously
unobstructed and seven of which incorporates planters with seating and bike racks. This width is
achieved by removing on‐street parking, bumping out the existing curb, and setting the ground floor
of the building back seven feet from the property line (two additional feet than required by zoning).
Construction Impacts: The applicant is working with the City Transportation Engineer and others to
address construction impacts. The applicant is proposing the following:
1. The developer of 209‐215 Dryden Road also owns the parcel of land immediately adjacent
to and south of the proposed redevelopment parcel. This adjacent parcel (#238) has
frontage on Linden Avenue and will be used for construction staging by the developer. In
addition, the developer will purchase the parking spaces along Dryden Road and Linden
Avenue immediately adjacent to the project, and will occupy the sidewalk and on‐street
parking lane within the public ROW for construction staging. The attached diagram titled
“Construction Staging” illustrates these zones.
2. The sidewalk along the south side of Dryden Road that is adjacent to the project, and along
the west side of Linden Avenue adjacent to the project, will be closed during certain periods
of construction. The developer will work with the City to coordinate sidewalk closings, and
Page 5 of 6
will provide the City with Maintenance and Protection of Traffic Plans to document how
pedestrians will be handled during the sidewalk closing.
3. Construction deliveries will enter the site via Dryden Road and Linden Avenue. It is
expected most construction traffic will arrive and depart along one of the following routes:
• Route 366 to Dryden Road to Linden Avenue
• Route 13 through the City to College Avenue to Dryden Road to Linden Avenue
Note that while Linden Avenue is a one‐way street heading south, it is anticipated that
construction vehicles departing the site will exit the staging area on Linden Avenue and
head north to travel the short distance to Dryden Road ― flagmen will be required. This is
the route used for deconstruction of the buildings on the site, and it operated adequately
and without incident.
An existing fire hydrant at the southwest corner of Dryden Road and Linden Avenue will need to be
relocated to allow construction vehicles to make the turn from Dryden Road to Linden Avenue.
4. The developer will designate a remote parking location for construction workers.
Construction workers will be required to park remotely and the contractor will be required
to bus workers to the site. Once the remote site has been identified, the City will be
informed of the location.
No impact anticipated.
IMPACT ON ENERGY
No impact anticipated.
IMPACT ON NOISE & ODORS
The project is in a densely developed area in close proximity to residential and commercial
development. Construction activities, including foundation work, will temporarily produce noise
that will affect residents and businesses in the immediate area. The Lead Agency requires the
applicant to limit noise‐producing construction activities to Monday‐Saturday from 7:30 a.m. to 7:30
p.m.
IMPACT ON PUBLIC HEALTH
The applicant has submitted a Phase 1 Environmental Site Assessment (ESA), dated April 19, 2013,
and updated on July 20, 2015, prepared by Resource Associates, and which documents Recognized
Environmental Conditions related to the properties.
IMPACT ON GROWTH & CHARACTER OF COMMUNITY OR NEIGHBORHOOD
The City and the developer agree it would be highly desirable if the existing overhead electric wires
on Dryden Road and Linden Avenue (for the length of the project) were buried underground. It was
agreed that a joint meeting will be scheduled between the City and the developer to coordinate this
issue, followed by a subsequent meeting between the City, the developer, and NYSEG.
Page 6 of 6
The current proposal is for an underground vault and transformer to be located near the corner of
Dryden Road and Linden Avenue ― OH electric to the east would tie into the transformer/vault and
the new building would be serviced from this underground vault.
The Lead Agency hopes that the burial of underground utilities and rebuilding of the sidewalk will be
an opportunity to implement streetscape improvements as recommended in the Collegetown Urban
Plan and Conceptual Design Guidelines, 2009 which states:
Given heavy existing Dryden Road pedestrian traffic and the major development potential on the
south side of Dryden Road between College and Linden Avenues, which could substantially
boost this pedestrian traffic, it is also imperative that the sidewalks on both sides of the 200
block of Dryden Road be widened substantially. These sidewalks are already too constricted and
crowded for pedestrian comfort. It appears that it will not be possible to provide the essential
substantial additional unobstructed sidewalk width, plus strips to accommodate street trees as
well as street lights and other street furniture, without removing at least one lane of on-street
parking from this block.
Frank Santelli of T.G. Miller, P.E. reported he has spoken with Matt Sledjeski from the City Water &
Sewer Division regarding access, and capacity related to water and sewer. It was agreed the water
system is more than sufficient for domestic water demands. A flow test will be conducted next
week. The City Water & Sewer Division is reviewing the project.
The project may require variance to be in conformance with regulations in the MU‐2 Zoning District.
The Lead Agency feels that the project meets all the objectives that the district regulations were
intended to accomplish.
Prepared by: Lisa Nicholas, Senior Planner
Planning Board DRAFT Recommendations on Sept. 2015 BZA Appeals
#2993
The Board does not identify any long term planning issues with this appeal and supports granting it. The
proposal is in character with the surrounding neighborhood.
#2996
The Design Review Committee of the Planning Board reviewed this proposal in February 2015.
Comments from Committee member, John Schroeder, were distributed with other materials for this
appeal.
The Board‘s primary concern with this proposal is the that interval at which the image on the signs
changes is not too short. The Board feels that a 2‐3 minute interval would be appropriate.
A secondary concern is the graphic quality of the sign. The Board understands that the content of the
sign cannot be dictated by a governing body. However‐ in keeping with the vibrant and unique quality
of the Commons‐ and regardless of what the sign is prompting ‐ signs appearing on the marquee should
be specifically and thoughtfully designed and should not be generic commercial graphics.
The Board urges the BZA to require that the City receive a formal, written assurance from the applicant
that the LED programming will address these concerns.
#2998
The Board does not identify any long term planning issues with this appeal and supports granting it.
The proposal transforms a garage that is currently not in character with the historic district into a
beautiful and historically compatible building.
#3001
The Board does not identify any long term planning issues with this appeal and supports granting it.
#3002
The Board does not identify any long term planning issues with this appeal and supports granting it.