transportation impact study proposed riverfront …• trip generation of the proposed development...

November 2016

TRANSPORTATION IMPACT STUDY

PROPOSED RIVERFRONT 47 MIXED USE DEVELOPMENT

Freeport Road & Main Street (SR 1001) Aspinwall Borough, Sharpsburg Borough & O’Hara Township,

Allegheny County, Pennsylvania

Prepared for: Riverfront 47 LP 535 Smithfield Street Henry Oliver Building, Suite 2425 Pittsburgh, Pennsylvania 15222

Prepared by: Trans Associates Engineering Consultants, Inc. Robert E. Goetz, P.E. 4955 Steubenville Pike, Suite 400 Pittsburgh, Pennsylvania 15205

TABLE OF CONTENTS

EXECUTIVE SUMMARY _____________________________________________________________________________ i PROJECT DESCRIPTION / DATA COLLECTION / EXISTING ROADWAY DESCRIPTION _____________ 1

Project Description ______________________________________________________________________________ 1 Data Collection __________________________________________________________________________________ 2 Existing Conditions ______________________________________________________________________________ 3

SITE TRAFFIC GENERATION AND DISTRIBUTION __________________________________________________ 6 Vehicular Trip Generation _______________________________________________________________________ 6 Site Traffic Distribution __________________________________________________________________________ 6

PROJECTED OPENING YEAR 2017 CONDITIONS __________________________________________________ 7 2017 No Build (Base) Conditions ________________________________________________________________ 7 2017 Build (Combined) Conditions ______________________________________________________________ 8

PROJECTED HORIZON YEAR 2026 CONDITIONS __________________________________________________ 9 2026 No Build (Base) Conditions ________________________________________________________________ 9 2026 Build (Combined) Conditions ____________________________________________________________ 10

ADDITIONAL ANALYSIS __________________________________________________________________________ 11 Turn Lane Warrant and Storage Length Evaluation ___________________________________________ 11 Signal Warrant Evaluation _____________________________________________________________________ 12 Queuing Analysis ______________________________________________________________________________ 13 Left Turn Phasing Evaluation __________________________________________________________________ 13 Sight Distance Evaluation-Site Access Intersections ___________________________________________ 14

CONCLUSIONS/RECOMMENDATIONS __________________________________________________________ 14

TABLES Capacity Analysis Summary ________________________________________________________________________ 1 Trip Generation Summary _________________________________________________________________________ 2 Queue Analysis Summary __________________________________________________________________________ 3 Sight Distance at Proposed Eastern Avenue Site Access ___________________________________________ 4

FIGURES Site Location _______________________________________________________________________________________ 1 Site Plan ____________________________________________________________________________________________ 2 Study Intersections ________________________________________________________________________________ 3 2016 Existing Conditions Peak Hour Volumes _____________________________________________________ 4 Phase 1 Primary Trip Distribution (Eastern Avenue Access) ______________________________________ 5A Phase 1 Primary Trip Distribution (Brilliant Avenue Access) _____________________________________ 5B Full Development Primary Trip Distribution (Eastern Avenue Access) ___________________________ 6A Full Development Primary Trip Distribution (Brilliant Avenue Access) ___________________________ 6B Phase 1 Pass-by Trip Distribution (Eastern Avenue Access)______________________________________ 7A Phase 1 Pass-by Trip Distribution (Brilliant Avenue Access) _____________________________________ 7B Full Development Pass-by Trip Distribution (Eastern Avenue Access)____________________________8A Full Development Pass-by Trip Distribution (Brilliant Avenue Access)____________________________8B Phase 1 Primary Peak Hour Traffic Volumes (Eastern Avenue Access) ___________________________ 9A Phase 1 Primary Peak Hour Traffic Volumes (Brilliant Avenue Access) ___________________________ 9B Phase 1 Pass-by Peak Hour Traffic Volumes (Eastern Avenue Access)__________________________10A Phase 1 Pass-by Peak Hour Traffic Volumes (Brilliant Avenue Access)__________________________10B

FIGURES (cont’d)

Phase 1 Total Site Peak Hour Traffic Volumes (Eastern Avenue Access)________________________11A Phase 1 Total Site Peak Hour Traffic Volumes (Brilliant Avenue Access)________________________11B Full Development Primary Peak Hour Traffic Volumes (Eastern Avenue Access)_______________12A Full Development Primary Peak Hour Traffic Volumes (Brilliant Avenue Access)_______________12B Full Development Pass-by Peak Hour Traffic Volumes (Eastern Avenue Access)_______________13A Full Development Pass-by Peak Hour Traffic Volumes (Brilliant Avenue Access)_______________13B Full Development Total Site Peak Hour Traffic Volumes (Eastern Avenue Access)______________14A Full Development Total Site Peak Hour Traffic Volumes (Brilliant Avenue Access)______________14B 2017 Opening Year No Build Conditions Peak Hour Traffic Volumes____________________________15 Rerouted River Avenue to Eastern Avenue Access Peak Hour Traffic Volumes __________________ 16 Elimination of Sunoco Peak Hour Traffic Volumes _______________________________________________ 17 Rerouted River Avenue to Brilliant Avenue Access Peak Hour Traffic Volumes __________________ 18 2017 Opening Year Build Conditions Peak Hour Traffic Volumes (Eastern Avenue Access) _____ 19 2017 Opening Year Build Conditions Peak Hour Traffic Volumes (Brilliant Avenue Access) _____ 20 2026 Horizon Year No Build Conditions Peak Hour Traffic Volumes ____________________________ 21 2026 Horizon Year Build Conditions Peak Hour Traffic Volumes (Eastern Avenue Access) ______ 22 2026 Horizon Year Build Conditions Peak Hour Traffic Volumes (Brilliant Avenue Access) ______ 23 Phase 1 Recommendations Eastern Avenue Access _____________________________________________ 24 Phase 1 Recommendations Brilliant Avenue Access _____________________________________________ 25 Full Development Recommendations 19th Street Access________________________________________ 26 Other Recommended Mitigation________________________________________________________________ 27

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TRANSPORTATION IMPACT STUDY FOR THE PROPOSED RIVERFRONT 47 MIXED USE DEVELOPMENT

Aspinwall Borough, Sharpsburg Borough & O’Hara Township Allegheny County, Pennsylvania

EXECUTIVE SUMMARY General Overview of the Development

• The 1.5 mile long, 47-acre site is located along the southern side of the Norfolk Southern railway and Main Street/Freeport Road (SR 1001), and the northern bank of the Allegheny River, between 13th Street in Sharpsburg and River Avenue in Aspinwall, Allegheny County, Pennsylvania. The site currently includes Aspinwall’s Riverfront Park, a marina and a former industrial area.

• Proposed development to occur in three phases consisting of a 14 acre park, 35 berth marina, 329 apartments, 192 townhouse /condominiums, 50,946 square feet of general office, 15,000 square feet of specialty retail, 5,000 square feet of high turnover (sit-down) restaurants and 186,000 square feet of research and development.

• Site access proposed from Freeport Road (SR 1001) via a new at-grade crossing of the Norfolk Southern opposite Eastern Avenue in Aspinwall and via an existing underpass of the Norfolk Southern at 19th Street from Main Street (SR 1001) in Sharpsburg. As an alternative access to that proposed opposite Eastern Avenue, a new at-grade crossing of the Norfolk Southern was also studied along Freeport Road (SR 1001) opposite Brilliant Avenue in Aspinwall.

List of Study Intersections

• Main Street (SR 1001) / 8th Street / Ali Street*

• Main Street (SR 1001) / 13th Street*

• Main Street (SR 1001) / 16th Street



• Main Street (SR 1001) / 21st Street*

• Freeport Road (SR 1001) / Southbound Highland Park Bridge Ramps (SR 8082)

• Freeport Road (SR 1001) / Northbound Highland Park Bridge Ramps (SR 8082)

• Freeport Road (SR 1001) / Western Avenue*

• Freeport Road (SR 1001) / Center Avenue*

• Freeport Road (SR 1001) / Eastern Avenue / Proposed Site Access (Existing Sunoco)

• Freeport Road (SR 1001) / Brilliant Avenue / River Avenue*

• Freeport Road (SR 1001) / Delafield Avenue*

• Delafield Avenue / 2nd Street

* Indicates existing signalized intersection

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Trip Generation and Distribution

• Trip generation of the proposed development determined using rates and equations contained in the Institute of Transportation Engineers (ITE) publication Trip Generation Manual, Ninth Edition, 2012 for Land Use 220, Apartments, Land Use 230, Townhouse, Land Use 411, Public Park, Land Use 420, Marina, Land Use 710, General Office, Land Use 760, Research & Development, Land Use 826, Specialty Retail and Land Use 932, High-Turnover, Sit-Down Restaurant.

• Pass-by trip generation for the proposed high-turnover, sit-down restaurants determined using the PM peak hour rate contained in the ITE publication Trip Generation Handbook, Third Edition, 2014. A pass-by rate of 43 percent was used for the PM peak hour and a rate 10 percent less than the PM peak hour rate (33 percent) was used for the AM peak hour and the Saturday peak hour was used as no data for these peak hours is included in the Trip Generation Handbook, Third Edition.

• Anticipated Trip Generation of Full Development:

Average Weekday: 7,830 Trip Ends

AM Peak Hour: Entering – 424 Primary / 10 Pass-By / 434 Total Exiting – 365 Primary / 8 Pass-By / 373 Total Total – 789 Primary / 18 Pass-By / 807 Total PM Peak Hour: Entering – 343 Primary / 12 Pass-By / 355 Total Exiting – 443 Primary / 8 Pass-By / 451 Total Total – 786 Primary / 20 Pass-By / 806 Total

Saturday Peak Hour: Entering – 293 Primary / 12 Pass-By / 305 Total Exiting – 277 Primary / 10 Pass-By / 287 Total Total – 570 Primary / 22 Pass-By / 592 Total

• Primary trip distribution based on volumes at study intersections.

• Pass-by trip distribution based on individual observed peak hour volumes along Freeport Road/Main Street (SR 1001) at the site access intersections.

Mitigation Measures to be Completed Concurrent with Development

Phase 1 – Preferred Eastern Avenue Access (See Figure 24)

• Construct a high volume local road crossing the Norfolk Southern at-grade to serve the site along Freeport Road (SR 1001) opposite Eastern Avenue providing a left turn and through/right egress lane and a single ingress lane. This access is projected to serve approximately 3,000 trips per day. Note: The existing River Avenue access and at-grade crossing to be eliminated.

• Restripe Freeport Road (SR 1001) at the access opposite Eastern Avenue to create a westbound left turn lane providing 170 feet of storage exclusive of taper.

• Widen Freeport Road (SR 1001) at the access opposite Eastern Avenue to provide a right turn lane in the eastbound direction. The right turn lane should provide 220 feet of storage exclusive of taper. Note: The existing parking in this area to be relocated to an area within

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the Sunoco station lot. Right-of-way will be needed from Norfolk Southern to construct this turn lane.

• Install a fully actuated traffic signal at the Freeport Road (SR 1001) / Eastern Avenue / site access intersection. This signal should be coordinated with the adjacent signals along Freeport Road (SR 1001) and provide protected/permitted left turn phases for the eastbound/westbound SR 1001 approaches and train preemption.

Phase 1 – Alternate Brilliant Avenue Access (See Figure 25)

• Construct a high volume local road crossing the Norfolk Southern at-grade to serve the site along Freeport Road (SR 1001) opposite Brilliant Avenue providing a left turn and through/right egress lane and a single ingress lane. This access is projected to serve approximately 3,000 trips per day. Note: The existing River Avenue access and at-grade crossing to be eliminated.

• Restripe Freeport Road (SR 1001) at the access opposite Brilliant Avenue to lengthen the westbound left turn lane to provide 150 feet of storage exclusive of taper.

• Widen Freeport Road (SR 1001) at the access opposite Brilliant Avenue to provide a longer right turn lane in the eastbound direction. The right turn lane should provide 225 feet of storage exclusive of taper.

• Replace the signal at the Freeport Road (SR 1001) and Brilliant Avenue intersection with a fully actuated traffic signal. This signal should be coordinated with the adjacent signals along Freeport Road (SR 1001) and provide protected/permitted left turn phases for the eastbound/westbound SR 1001 approaches and train preemption.

Phase 1 – Either Eastern Avenue or Brilliant Avenue Access

• Optimize the signal timings along Freeport Road (SR 1001) at the Delafield Avenue, Brilliant Avenue, Eastern Avenue, Center Avenue and Western Avenue intersections.

Phase 2 and 3 – Either Eastern Avenue or Brilliant Avenue Access (See Figure 26)

• Stripe the 19th Street underpass access at Main Street (SR 1001) to provide left turn and right turn egress lanes back to the pier supporting the railroad overpass, and a single ingress lane. This access is projected to serve approximately 4,800 trips per day.

• Restripe Main Street (SR 1001) at the 19th Street access to create a westbound left turn lane providing 275 feet of storage exclusive of taper.

• Install a semi actuated traffic signal at the Main Street (SR 1001) and 19th Street access intersection. This signal should provide a protected/permitted left turn phase for the westbound SR 1001 approach and a right turn overlap for the 19th Street approach.


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Other Mitigation Needed (See Figure 27)

• Install a semi actuated two-phase traffic signal at the Main Street (SR 1001) and 16th Street intersection. Note: This intersection satisfies warrants for the installation of a signal in the 2026 No Build condition.

• Install a fully actuated two-phase traffic signal at the Freeport Road (SR 1001) and Southbound Highland Park Bridge Ramps intersection. Coordinate with signals along Freeport Road (SR 1001) in Aspinwall. Note: This intersection satisfies warrants for the installation of a signal in 2016 existing conditions. PennDOT is currently performing a study of the Highland Park Bridge interchange at Freeport Road to determine if signals are needed.

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TRANSPORTATION IMPACT STUDY

FOR THE PROPOSED RIVERFRONT 47 MIXED USE DEVELOPMENT Aspinwall Borough, Sharpsburg Borough & O’Hara Township

Allegheny County, Pennsylvania

Trans Associates (TA) has completed this transportation impact study (TIS) for the proposed Riverfront 47 mixed use development to be constructed on a 1.5 mile long, 47-acre site located along the southern side of the Norfolk Southern railway and Main Street/Freeport Road (SR 1001), and the northern bank of the Allegheny River, between 13th Street in Sharpsburg and River Avenue in Aspinwall, Allegheny County, Pennsylvania.

The following sections of this report contain a: project description / data collection / existing roadway description; site traffic generation and distribution; projected opening year 2017 conditions; projected horizon year 2026 conditions; additional analysis; and conclusions and recommendations.

PROJECT DESCRIPTION / DATA COLLECTION / EXISTING ROADWAY DESCRIPTION

Project Description

As shown in Figure 1, the proposed development is to be constructed between the Allegheny River and the Norfolk Southern railway, which is situated parallel to Main Street/Freeport Road (SR 1001), and extending from 13th Street in Sharpsburg to River Avenue in Aspinwall. A portion of the ±47 acre site is presently occupied by Aspinwall’s Riverfront Park and a marina. The park and marina are accessed via River Avenue, which intersects with Freeport Road (SR 1001) at an unsignalized intersection located 140 feet west of the Brilliant Avenue intersection. There is a second access to the site via 19th Street in Sharpsburg, which intersects Main Street (SR 1001) and is grade separated with the Norfolk Southern through an underpass. The majority of the site was previously used for industrial purposes, which have been largely removed.

The development is proposed to occur in three phases. Phase 1 will contain the 14 acre park, a 35-berth marina, 49 apartment units, 175 townhouse/condominiums, 23,506 square feet of general office, 7,500 square feet of retail and a 2,500 square foot high-turnover sit-down restaurant at the eastern end of the site. Phases 2 and 3 will complete the site development and result in the following overall buildout: a 14 acre park, 35 berth marina, 329 apartments, 192 townhouse /condominiums, 50,946 square feet of general office, 15,000 square feet of specialty retail, 5,000 square feet of high turnover (sit-down) restaurants and 186,000 square feet of research and development.

The site is zoned I-Industrial with a Riverfront Overlay in Sharpsburg, SM-Suburban Manufacturing in O’Hara Township and AI-1-Limited Industrial / A-CD-Conservation in Aspinwall. Site access is proposed from Freeport Road (SR 1001) via a new at-grade crossing of the Norfolk Southern opposite Eastern Avenue in Aspinwall and via an existing underpass of the Norfolk Southern at 19th Street from Main Street (SR 1001) in Sharpsburg. As an alternative access to that proposed opposite Eastern Avenue, a new at-grade crossing of the Norfolk Southern was also studied along Freeport Road (SR 1001) opposite Brilliant Avenue in Aspinwall. The external access points would be connected internally via on-site roadways. A site plan that also identifies the phases of the proposed development is presented on Figure 2.

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In accordance with a scope of study developed through discussions with representatives of the Pennsylvania Department of Transportation (PennDOT) Engineering District 11-0 at a scoping meeting held on September 26, 2016, the following intersections were selected for study:

• Main Street (SR 1001) / 8th Street / Ali Street*

• Main Street (SR 1001) / 13th Street*




• Main Street (SR 1001) / 21st Street*

• Freeport Road (SR 1001) / Southbound Highland Park Bridge Ramps (SR 8082)

• Freeport Road (SR 1001) / Northbound Highland Park Bridge Ramps (SR 8082)

• Freeport Road (SR 1001) / Western Avenue*

• Freeport Road (SR 1001) / Center Avenue*

• Freeport Road (SR 1001) / Eastern Avenue / Proposed Site Access (Existing Sunoco)

• Freeport Road (SR 1001) / Brilliant Avenue / River Avenue*

• Freeport Road (SR 1001) / Delafield Avenue*

• Delafield Avenue / 2nd Street

* Indicates existing signalized intersection

A total of fourteen (14) intersections were studied. The study intersections with respect to the site are illustrated in Figure 3. The signed Transportation Impact Study Scoping Meeting Application is included in the Appendix.

Data Collection

Manual turning movement counts were performed by TA at each of the existing study intersections / driveways from 7:00 AM to 9:00 AM and from 4:00 PM to 6:00 PM, and on Saturday 3/12/16 from 11:00 AM to 2:00 PM, in May, June and October 2016. The weekday counts were performed when school was in session. The overall peak hours determined from these counts are as follows:

• AM Peak Hour – 7:15 AM to 8:15 AM

• PM Peak Hour – 4:30 PM to 5:30 PM

• Saturday Peak Hour – 12:00 Noon to 1:00 PM

The 2016 existing peak hour volumes determined from the turning movement counts are presented in Figure 4. Summaries of the data collected during the manual turning movement counts at each of the study intersections has been included in the Appendix to this report.

TA also observed signal cycle lengths and phase split times at the study intersections during the peak hours. The observed signal cycle lengths and green times are included in the Appendix.

Crash data for the study area was requested from the PennDOT Bureau of Highway Safety and Traffic Engineering and are included in a separately bound Crash Data Appendix.

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Existing Conditions

A field reconnaissance of the study area was conducted by TA to obtain information on roadway widths, roadway grades, and posted speed limits within the environs of each of the study intersections. The following provides a description of the study roadways. Unless otherwise identified, all roads are municipally owned.

Freeport Road/Main Street (SR 1001) – Within the study area, SR 1001 is known as Main Street west of the Highland Park Bridge and Freeport Road east of the Highland Park Bridge. SR 1001 is a PennDOT minor arterial within the study area consisting of an 11 to 13 foot wide through lane in either direction. The cartway is predominantly curbed with a variable width from 32 feet in the Sharpsburg and Aspinwall business districts to 50 feet in the Highland Park interchange area. From 8th Street to 10th Street in Sharpsburg there is parallel parking on both sides of the street and 9.5 foot wide lanes. From 10th Street to 23rd Street there is parking along the southern side of Main Street. There is no parking within the Highland Park interchange area and an eastbound left turn lane for the northbound on ramp and a westbound right turn lane for the southbound on ramp to the Highland Park Bridge. There are also eastbound left turn lanes for the Western Avenue, Center Avenue, Eastern Avenue, Brilliant Avenue and Delafield Avenue intersections. There is limited parallel parking along the northern side of Freeport Road near the Brilliant Avenue intersection and angle parking along the southern side of Freeport Road between Center Avenue and River Avenue.

The following provides the type of signal control by location, type of detection, number of phases and cycle length.

Intersection Detection No. of Phases Cycle Length Main Street / 8th Street / Ali Street Semi-Actuated 3 Phase Variable Main Street / 18th Street Semi-Actuated 2 Phase Variable Main Street / 21st Street Semi-Actuated 2 Phase Variable Freeport Road / Western Avenue Fully Actuated 3 Phase AM/PM-90 Sat-100 Freeport Road / Center Avenue Fully Actuated 3 Phase AM/PM-90 Sat-100 Freeport Road / Brilliant Avenue Fully Actuated 2 Phase AM/PM-90 Sat-100 Freeport Road / Delafield Avenue Fully Actuated 3 Phase AM/PM-90 Sat-100

The four signals along Freeport Road in Aspinwall are currently operating in coordination while the signals in Sharpsburg operate in free mode.

The posted speed limit of SR 1001 west of the Highland Park Bridge is 25 miles per hour (mph) and the posted speed limit east of the Highland Park Bridge is 35 miles per hour.

There are three Port Authority of Allegheny County bus routes that serve the study corridor as follows:

• Main Street/Freeport Road (SR 1001): Route 1 – Freeport Road and Route 91 – Butler Street

• Freeport Road (SR 1001) east of Highland Park Bridge: Route 75 – Ellsworth

There are between one and five buses on each route in each direction during the peak hours of study. The locations of bus stops and shelters are provided in the following descriptions.

Ali Street/8th Street – Ali Street is offset from 8th Street at Main Street (SR 1001) by 50 feet. Ali Street is a dead-end street that provides an 11 foot wide approach lane to Main Street, an 11 foot wide receiving lane and 90 degree head-in parking along its eastern side. Eighth Street is one way southbound with a 10 foot wide approach lane to Main Street and parallel parking along both sides.

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The signal at Main Street / 8th Street / Ali Street provides separate phases for Ali Street and 8th Street and a phase for Main Street. Neither Ali Street nor 8th Street have a posted speed. There is a bus stop along Main Street at 8th Street.

13th Street – 13th Street provides a 24 foot wide cartway north of Main Street and parallel parking along the eastern side, and a 20 foot wide cartway south of Main Street with parallel parking along its eastern side. The approaches to Main Street are controlled with stop signs. There is a grade separated underpass of the Norfolk Southern south of Main Street that provides access to the Sharpsburg Islands Marina. There is no posted speed on 13th Street. There is a bus stop along Main Street at 13th Street.

16th Street – 16th Street intersects the northern side of Main Street at a “T” intersection controlled with a stop sign. Sixteenth Street provides a 24 foot wide cartway and parallel parking along the eastern side. There is no posted speed on 16th Street. There is a bus stop and shelter along Main Street at 16th Street.

18th Street – 18th Street is one way southbound and intersects the northern side of Main Street at a “T” intersection controlled with a traffic signal. Eighteenth Street provides a 24 foot wide cartway and parallel parking along both sides. There is no posted speed on 18th Street. There is a bus stop along Main Street at 18th Street.

19th Street (south of Main Street) – 19th Street intersects the southern side of Main Street at a “T” intersection controlled with a stop sign. Between Main Street and the Norfolk Southern underpass, 19th Street provides a 43 foot wide cartway and parallel parking along the eastern side. The underpass of the Norfolk Southern is divided by piers and a median resulting in a single 19 foot wide northbound lane and a single 20 foot wide southbound lane. There is approximately 14 feet of overhead clearance under the underpass. There are sidewalks on both sides of 19th Street and no posted speed.

21st Street – 21st Street is one way southbound and intersects the northern side of Main Street at a “T” intersection controlled with a traffic signal. Twenty-first Street provides an 18 foot wide cartway and parallel parking along the western side. There is no posted speed on 21st Street. There is a bus stop along Main Street at 21st Street.

Highland Park Bridge Southbound Ramps (SR 8082) – Ramps to and from the southbound lanes of the Highland Park Bridge (SR 1005) intersect Freeport Road at a channelized intersection. Right turns from the off-ramp are controlled with a yield sign while left turns are controlled with a stop sign. Right turns from westbound Freeport Road to the on-ramp are free flow out of a dedicated lane. Right turns from eastbound Freeport Road enter the Highland Park Bridge on a separate ramp. There are no posted regulatory or advisory speed signs for the ramps except for the on-ramp from westbound Freeport Road which has a 15 mph advisory speed.

Highland Park Bridge Northbound Ramps (SR 8082) – Ramps to and from the northbound lanes of the Highland Park Bridge (SR 1005) intersect Freeport Road at a channelized intersection. Both right and left turns from the off-ramp are controlled with stop signs. Left turns from eastbound Freeport Road to the on-ramp have a dedicated lane. There is a separate ramp from the Highland Park Bridge to eastbound Freeport Road which is controlled with a yield sign. There are no posted regulatory or advisory speed signs for the ramps except for the on-ramp from the Highland Park Bridge to eastbound Freeport Road which has a 15 mph advisory speed.

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PennDOT will be studying the Highland Park Bridge interchange with Freeport Road as well as the Route 28 interchange as part of the proposed reconstruction of these ramps and will evaluate the need for signalization at the Highland Park Bridge Ramps and Freeport Road.

Western Avenue – Western Avenue intersects the northern side of Freeport Road at a “T” intersection controlled with a traffic signal. Western Avenue provides a 28 foot wide cartway and parallel parking along both sides. The posted speed limit is 15 mph. There is a bus stop and shelter along Freeport Road at Western Avenue.

Center Avenue – Center Avenue intersects the northern side of Freeport Road at a “T” intersection controlled with a traffic signal. Center Avenue provides a 28 foot wide cartway. No parking is permitted in the block closest to Freeport Road. The posted speed limit is 15 mph. There is a bus stop along Freeport Road at Center Avenue.

Eastern Avenue – Eastern Avenue intersects the northern side of Freeport Road at a “T” intersection controlled with a stop sign. Eastern Avenue provides a 28 foot wide cartway with parallel parking permitted along the western side in the block closest to Freeport Road. The posted speed limit is 15 mph. There is a bus stop along Freeport Road at Eastern Avenue.

River Avenue – River Avenue intersects the southern side of Freeport Road at a “T” intersection approximately 140 feet west of the Brilliant Avenue intersection. The River Avenue approach to Freeport Road is controlled with a stop sign. River Avenue provides a 16 to 20 foot wide cartway and crosses the Norfolk Southern at an at-grade crossing with flashing signals but no gates. River Avenue serves the Aspinwall Park and Marina, the Aspinwall Public Works facility and a Borough parking lot. There is no posted speed limit.

Brilliant Avenue – Brilliant Avenue intersects the northern side of Freeport Road at a “T” intersection controlled with a traffic signal. Brilliant Avenue provides a 48 foot wide cartway with angle parking along the western side and parallel parking along the eastern side. The posted speed limit is 15 mph. There is a bus stop along Freeport Road at Brilliant Avenue.

Delafield Avenue – Delafield Avenue intersects the northern side of Freeport Road at a “T” intersection controlled with a traffic signal. Delafield Avenue provides a 29 foot wide cartway with parallel parking along the western side. The posted speed limit is 25 mph. There is a bus stop and shelter along Freeport Road near Delafield Avenue.

2nd Street – 2nd Street in Aspinwall intersects the western side of Delafield Avenue at a “T” intersection controlled via a three-way stop. Second Street provides a 25 foot wide cartway with parallel parking along the northern side between Delafield Avenue and Brilliant Avenue. West of Brilliant Avenue, 2nd Street is one way eastbound with parallel parking along both sides. In addition to the intersection at Delafield Avenue, there is all-way stop sign control along 2nd Street at Western Avenue, Center Avenue, Eastern Avenue, Brilliant Avenue, Emerson Avenue, Virginia Avenue and Lexington Avenue. The posted speed limit is 15 mph.

Photographs of the study roadways and intersections, along with copies of the traffic signal permit drawings for the signalized study intersections and sketches of the unsignalized intersections have been included in the Appendix to this report.

Capacity calculations were performed for the existing study intersections using existing 2016 traffic volumes and conditions, and the observed signal timings for the weekday AM and PM peak hours, and the Saturday peak hour, using the methodologies published in the Highway Capacity Manual

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2010, by the Transportation Research Board. This methodology determines how well an intersection, approach to an intersection, or movement at an intersection operates, and assigns to it a level of service (LOS) A through F, with LOS A representing the best operating conditions and LOS F, the worst. Detailed definitions of LOS have been included in the Appendix to this report.

The results of the capacity calculations performed for existing conditions are summarized in Table 1. The results of the capacity analysis revealed that each of the study intersections currently operates at an overall intersection LOS D or better during each of the peak periods analyzed.

Copies of capacity analyses performed for 2016 existing conditions are included in the Appendix to this report.

SITE TRAFFIC GENERATION AND DISTRIBUTION

Vehicular Trip Generation

Vehicular trip generation for the proposed development was determined using the average rates and equations contained in the Institute of Transportation Engineers (ITE) publication Trip Generation Manual, 9th Edition, 2012 for Land Use 220 Apartments, Land Use 230, Townhouse, Land Use 411, Public Park, Land Use 420, Marina, Land Use 710, General Office, Land Use 760, Research & Development, Land Use 826, Specialty Retail and Land Use 932, High-Turnover, Sit-Down Restaurant. Although the mix of land uses could be expected to generate internal capture trips, that is, the interaction among land uses resulting in trips being made without using the off-site road system or by walking, this study conservatively did not assume any internal capture trips.

Pass-by trips for the proposed high-turnover, sit-down restaurants in the proposed development were determined using the PM peak hour rate contained in the ITE publication Trip Generation Handbook, Third Edition, 2014. A pass-by rate of 43 percent was used for the PM peak hour. Since no pass-by trip data exists for the AM or Saturday peak hours, a rate 10 percent less than the PM peak hour was used. Therefore, a rate of 33 percent was used for the AM and Saturday peak hours.

The total site generated trips for Phase 1 and the full development, including primary (new) and pass-by trips, are summarized in Table 2. Copies of the trip generation calculations are included in the Appendix to this report.

Site Traffic Distribution

The forecasted trips to be generated by the proposed development were then distributed through the study intersections. The overall distribution for primary trips was based on the volumes observed at the study intersections and major approach routes such as the Highland Park Bridge and Route 28 using PennDOT iTMS data. The distribution of pass-by trips for the restaurant portion of the development was based on the observed peak hour distribution of traffic on Main Street/Freeport Road (SR 1001). Since the Phase 1 development only assumes the access at Eastern Avenue or Brilliant Avenue, and the full development assumes both the Eastern Avenue/Brilliant Avenue and 19th Street accesses, separate distributions were developed for Phase 1 and the full development, as well as variations for the Eastern Avenue and Brilliant Avenue accesses. The following figures present the primary and pass-by trip distributions for the Phase 1 and full development:

• Figure 5A - Phase 1 Primary Trip Distribution (Eastern Avenue Access)

• Figure 5B - Phase 1 Primary Trip Distribution (Brilliant Avenue Access)

• Figure 6A - Full Development Primary Trip Distribution (Eastern Avenue Access)

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• Figure 6B - Full Development Primary Trip Distribution (Brilliant Avenue Access)

• Figure 7A - Phase 1 Pass-by Trip Distribution (Eastern Avenue Access)

• Figure 7B - Phase 1 Pass-by Trip Distribution (Brilliant Avenue Access)

• Figure 8A - Full Development Pass-by Trip Distribution (Eastern Avenue Access)

• Figure 8B - Full Development Pass-by Trip Distribution (Brilliant Avenue Access)

The aforementioned primary and pass-by distributions were applied to the Phase 1 and full development primary and pass-by trips in Table 2 to determine the forecasted primary and pass-by peak hour site traffic volumes for each access scenario. These volumes are shown as follows:

• Figure 9A - Phase 1 Primary Peak Hour Traffic Volumes (Eastern Avenue Access)

• Figure 9B - Phase 1 Primary Peak Hour Traffic Volumes (Brilliant Avenue Access)

• Figure 10A - Phase 1 Pass-by Peak Hour Traffic Volumes (Eastern Avenue Access)

• Figure 10B - Phase 1 Pass-by Peak Hour Traffic Volumes (Brilliant Avenue Access)

• Figure 11A - Phase 1 Total Site Peak Hour Traffic Volumes (Eastern Avenue Access)

• Figure 11B - Phase 1 Total Site Peak Hour Traffic Volumes (Brilliant Avenue Access)

• Figure 12A - Full Development Primary Peak Hour Traffic Volumes (Eastern Avenue Access)

• Figure 12B - Full Development Primary Peak Hour Traffic Volumes (Brilliant Avenue Access)

• Figure 13A - Full Development Pass-by Peak Hour Traffic Volumes (Eastern Avenue Access)

• Figure 13B - Full Development Pass-by Peak Hour Traffic Volumes (Brilliant Avenue Access)

• Figure 14A - Full Development Total Site Peak Hour Traffic Volumes (Eastern Avenue Access)

• Figure 14B - Full Development Total Site Peak Hour Traffic Volumes (Eastern Avenue Access)

PROJECTED OPENING YEAR 2017 CONDITIONS

The proposed Phase 1 development is anticipated to be initially completed in 2017 (“opening year”). Therefore, traffic volumes were projected for the study intersections for opening year 2017 conditions. 2017 No Build (Base) Conditions

Forecasted 2017 opening year no-build (base) traffic volumes for the weekday AM, weekday PM, and Saturday peak hours were determined by applying a background traffic growth rate of 1.05 percent per year, linear. This growth rate was obtained from the Southwestern Pennsylvania Commission (SPC) for Aspinwall Borough. It should be noted that of the three municipalities that the site is located in, Aspinwall has the highest traffic growth rate. Therefore, the background volumes may be considered to provide a conservative analysis. The 2017 peak hour background volumes are shown on Figure 15.

For the 2017 no build-on conditions, a two phase signal was assumed at the Freeport Road (SR 1001) and Southbound Highland Park Bridge ramps intersection.

Capacity calculations were performed for forecasted 2017 opening year no-build (base) condition traffic volumes for the weekday AM, weekday PM, and Saturday peak hours. The results of the capacity calculations performed using forecasted 2017 opening year no-build (base) condition traffic volumes are summarized in Table 1.

8

The results of the capacity analysis performed using forecasted 2017 no-build (base) condition traffic volumes revealed that each of the study intersections are anticipated to operate at an overall intersection LOS D or better during each of the peak periods analyzed.

Copies of capacity analyses performed for 2017 no build conditions are included in the Appendix to this report. 2017 Build (Combined) Conditions

Forecasted 2017 opening year Phase 1 build (combined) traffic volumes for the weekday AM, weekday PM and Saturday peak hours were determined for preferred and alternative site access scenarios as follows:

• The preferred access scenario assumes a new at-grade crossing of the Norfolk Southern opposite Eastern Avenue in Aspinwall. This scenario assumes that the River Avenue access is eliminated and the Sunoco gas station along Freeport Road opposite Eastern Avenue is also eliminated. To adjust for the rerouting of existing River Avenue volumes to a proposed access opposite Eastern Avenue, the adjusted peak hour volumes shown in Figure 16 were applied to the background volumes. To account for the adjustments assuming the Sunoco was eliminated, see Figure 17.

• As an alternative access to that proposed opposite Eastern Avenue, a new at-grade crossing of the Norfolk Southern was also studied along Freeport Road (SR 1001) opposite Brilliant Avenue in Aspinwall. The adjusted volumes currently using River Avenue that would divert assuming an access opposite Brilliant Avenue are shown in Figure 18.

Forecasted 2017 opening year Phase 1 build (combined) traffic volumes for the weekday AM, weekday PM and Saturday peak hours assuming the Eastern Avenue site access were derived by combining the 2017 peak hour background volumes shown on Figure 15 with the adjustments shown on Figures 16 and 17, and adding the Phase 1 total site volumes shown on Figure 11A. The 2017 opening year Phase 1 combined volumes assuming the Eastern Avenue site access are shown on Figure 19.

Forecasted 2017 opening year Phase 1 build (combined) traffic volumes for the weekday AM, weekday PM and Saturday peak hours assuming the Brilliant Avenue site access were derived by combining the 2017 peak hour background volumes shown on Figure 15 with the adjustments shown on Figure 18, and adding the Phase 1 total site volumes shown on Figure 11B. The 2017 opening year Phase 1 combined volumes assuming the Brilliant Avenue site access are shown on Figure 20.

Capacity calculations were performed for forecasted 2017 opening year build (combined) condition traffic volumes for the weekday AM, weekday PM and Saturday peak hours for both access scenarios. For the 2017 opening year build conditions, the following was assumed for each access scenario:

Eastern Avenue Access Scenario

• The River Avenue access is eliminated

• A westbound left turn lane is provided along Freeport Road (SR 1001) for the proposed Eastern Avenue access;

• An eastbound right turn lane is provided along Freeport Road (SR 1001) for the proposed Eastern Avenue access; and

9

• A fully actuated traffic signal coordinated with adjacent signals is installed at Freeport Road (SR 1001) and Eastern Avenue/proposed site access providing protected/permitted left turn phases for the eastbound/westbound Freeport Road (SR 1001) approaches.

Note: Turn lane and signal warrants are discussed in the Additional Analysis section.

Brilliant Avenue Access Scenario

• The River Avenue access is eliminated

• A westbound left turn lane is provided along Freeport Road (SR 1001) for the proposed Brilliant Avenue access;

• An eastbound right turn lane is provided along Freeport Road (SR 1001) for the proposed Brilliant Avenue access; and

• The traffic signal at Freeport Road (SR 1001) and Brilliant Avenue is modified/replaced with a signal providing protected/permitted left turn phases for the eastbound/westbound Freeport Road (SR 1001) approaches.


The results of the capacity calculations performed using forecasted 2017 opening year build (combined) condition traffic volumes are summarized in Table 1.

The results of the capacity analysis performed using forecasted 2017 build (combined) condition traffic volumes revealed that each of the study intersections are anticipated to continue to operate at an overall intersection LOS D or better during each of the peak periods analyzed with no intersection experiencing more than a 10 second overall increase in delay (not including unsignalized to signalized comparisons), provided that the following mitigation is implemented:


Copies of capacity analysis performed for 2017 build conditions are included in the Appendix to this report.

PROJECTED HORIZON YEAR 2026 CONDITIONS

In accordance with PennDOT policy and the TIS Scoping Meeting, conditions were analyzed for a future horizon year assuming full development. 2026 No Build (Base) Conditions

Forecasted 2026 horizon year no-build (base) traffic volumes for the weekday AM, weekday PM and Saturday peak hours were determined by applying the SPC background traffic growth rate of 1.05 percent per year, linear, to the existing 2016 traffic volumes (Figure 4) to determine the 2026 background traffic volumes shown on Figure 21.

Capacity calculations were performed for forecasted 2026 horizon year no-build (base) condition traffic volumes for the weekday AM, weekday PM and Saturday peak hours. The results of the capacity calculations performed using forecasted 2026 horizon year no-build (base) condition traffic volumes are summarized in Table 1.

10

The results of the capacity analysis performed using forecasted 2026 no-build (base) condition traffic volumes revealed that each of the study intersections are anticipated to operate at an overall intersection LOS D or better during each of the peak periods analyzed.

Copies of capacity analysis performed for 2026 no build conditions are included in the Appendix to this report.

2026 Build (Combined) Conditions

Forecasted 2026 horizon year build (combined) traffic volumes for the weekday AM, weekday PM, and Saturday peak hours were determined for both the Eastern Avenue access scenario and the Brilliant Avenue access scenario. To adjust for the rerouting of existing River Avenue volumes to a proposed access opposite Eastern Avenue, the adjusted peak hour volumes shown in Figure 16 were applied to the background volumes. The adjustments also included assuming the Sunoco was eliminated, by applying the adjustments shown in Figure 17.

Volumes for the alternative access scenario opposite Brilliant Avenue in Aspinwall were derived by applying the adjusted volumes currently using River Avenue that would divert assuming an access opposite Brilliant Avenue shown in Figure 18.

Forecasted 2026 full build (combined) traffic volumes for the weekday AM, weekday PM and Saturday peak hours assuming the Eastern Avenue site access were derived by combining the 2026 peak hour background volumes shown on Figure 21 with the adjustments shown on Figures 16 and 17, and adding the full development total site volumes shown on Figure 14A. The 2026 full build combined volumes assuming the Eastern Avenue site access are shown on Figure 22.

Forecasted 2026 full build (combined) traffic volumes for the weekday AM, weekday PM and Saturday peak hours assuming the Brilliant Avenue site access were derived by combining the 2026 peak hour background volumes shown on Figure 21 with the adjustments shown on Figure 18, and adding the full development total site volumes shown on Figure 14B. The 2026 full build combined volumes assuming the Brilliant Avenue site access are shown on Figure 23.

Capacity calculations were performed for forecasted 2026 horizon year build (combined) condition traffic volumes for the weekday AM, weekday PM and Saturday peak hours. In addition to the assumptions used in the 2017 Build conditions, the following additional assumptions are included in the 2026 Build analysis:

• For the Brilliant Avenue access scenario, a fully actuated traffic signal coordinated withadjacent signals is installed at Freeport Road (SR 1001) and Eastern Avenue providing twophase operation;

• A westbound left turn lane is provided on Main Street (SR 1001) at 19th Street and a threephase signal. A two lane approach is provided on 19th Street; and

• A two-phase signal is assumed at the intersection of Main Street (SR 1001) and 16th Street.


The results of the capacity calculations performed using forecasted 2026 horizon year build (combined) condition traffic volumes are summarized in Table 1.

The results of the capacity analysis performed using forecasted 2026 build (combined) condition traffic volumes revealed that each of the study intersections are anticipated to operate at an overall

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intersection LOS D or better during each of the peak periods analyzed with no intersection experiencing more than a 10 second overall increase in delay (not including unsignalized to signalized comparisons), provided that the following mitigation is implemented:


There is one exception to the 10 second overall increase. For the intersection of the Northbound Highland Park Bridge Ramp to eastbound Freeport Road (SR 1001) there is a greater than 10 second increase during the PM peak hour. The intersection operates at an overall LOS C. This greater than 10 second increase can be mitigated if this ramp were eliminated and the Northbound Highland Park Bridge Ramp intersection along the north side of Freeport Road (SR 1001) were signalized. This has not been assumed as PennDOT has undertaken a study of the Highland Park Bridge interchange and it is anticipated that the outcome of that study will be recommended mitigation for this ramp.

Copies of capacity analysis performed for 2026 build conditions are included in the Appendix to this report.

ADDITIONAL ANALYSIS

Additional analyses performed included turn lane warrant evaluations, signal warrant evaluations, queuing analysis, left turn phasing evaluations and a sight distance evaluation at the proposed site driveways. Turn Lane Warrant and Storage Length Evaluation An evaluation of the guidelines for auxiliary turn lanes and storage lengths was performed in accordance with PennDOT Publication 46, Traffic Engineering Manual. The evaluation was performed for the highest hourly volumes. The following table summarizes the results of this evaluation.

Condition Intersection/ Movements

Warranted – Storage Length (feet) Left Turn Lane Right Turn Lane

AM PM Sat AM PM Sat

2026 Build

Main St & 19th St/ WB Left & EB Right

Yes-275 Yes-200 Yes-175 Yes-100 Yes-100 No

Freeport Rd & Eastern Ave/ WB Left & EB Right

Yes-75 Yes-100 Yes-75 Yes-100 Yes-100 Yes-100

Freeport Rd & Brilliant Ave/ WB Left & EB Right

Yes-75 Yes-75 Yes-75 Yes-100 Yes-100 Yes-100

Although a right turn lane is shown being warranted on Main Street at 19th Street, this lane was not assumed in the analysis since the right turn movement is less than 100 vehicles per hour, the posted speed is 25 mph and acceptable LOS are attained without it.

For the turn movements at the Eastern Avenue access and alternate Brilliant Avenue access grade crossings, queue calculations were also performed to determine the storage length of left and right turn lanes to accommodate a queue that would be obstructed by train movements. For the purposes of these calculations, it was assumed that a 3 minute blockage of the grade crossings would occur. The highest hourly volumes were used for these calculations. Based on the projected turn movements and a peak factor of 1.5 times, the calculations determined the following storage lengths:

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Condition Intersection/ Movements

Storage Length Based on Crossing Obstruction (feet)

Left Turn Lane Right Turn Lane

2026 Build

Freeport Rd & Eastern Ave/WB Left & EB Right 170 220

Freeport Rd & Brilliant Ave/WB Left & EB Right 150 225

Note: Calculations rounded up to nearest 5 feet. Copies of the turn lane warrant evaluation worksheets and queue calculations assuming the crossing obstruction are included in the Appendix. Signal Warrant Evaluation An evaluation of applicable warrants for the installation of traffic signals at the following study intersections was performed in accordance with PennDOT Publication 212, Official Traffic Control Devices and the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition.

• Freeport Road (SR 1001) and Eastern Avenue • Freeport Road (SR 1001) and the northbound Highland Park Bridge ramps • Freeport Road (SR 1001) and the southbound Highland Park Bridge ramps • Main Street (SR 1001) and 19th Street • Main Street (SR 1001) and 16th Street • Main Street (SR 1001) and 13th Street

It was determined that the following warrants were met under the following conditions:

Condition / Intersection

MUTCD Warrant Satisfied? Warrant 2. Four-Hour Vehicular Volume

Warrant 3. Peak Hour

2016 Existing Conditions

Freeport Road (SR 1001) and the NB Highland Park Bridge ramps Yes Yes

Freeport Road (SR 1001) and the SB Highland Park Bridge ramps Yes Yes

2017 Opening Year Build Brilliant Avenue Access

Freeport Road (SR 1001) and Eastern Avenue No No

2017 Opening Year Build Eastern Avenue Access

Freeport Road (SR 1001) and Eastern Avenue Yes Yes

2017 Opening Year Build Either Access

Main Street (SR 1001) and 19th Street No No

Main Street (SR 1001) and 16th Street Yes No


2020 Horizon Year No Build Either Access

Main Street (SR 1001) and 16th Street Yes No

Condition / Intersection MUTCD Warrant Satisfied?

Warrant 2. Warrant 3.

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Four-Hour Vehicular Volume

Peak Hour

2026 Horizon Year Build Brilliant Avenue Access

Freeport Road (SR 1001) and Eastern Avenue Yes Yes

2026 Horizon Year Build Either Access

Main Street (SR 1001) and 19th Street Yes Yes


Signalized intersection control was assumed at the aforementioned intersections for the condition that they initially satisfy warrants with two exceptions. At Freeport Road (SR 1001) and the Northbound Highland Park Bridge Ramps, few vehicles turn left from the off-ramp and acceptable capacity is available for right turns from this ramp. Therefore, no signal was assumed in the analysis. At the intersection of Main Street (SR 1001) and 16th Street, acceptable capacity is available in the 2017 Build condition. A signal has been assumed in the 2026 No Build and 2026 Build conditions. Copies of the signal warrant evaluation worksheets are included in the Appendix.

Queuing Analysis

Traffic volumes at each of the study intersections were used to perform queuing analyses for each lane group, peak hour and scenario. These queuing analyses were performed using Synchro Traffic Signal Coordination Software by TrafficWare. No locations had Synchro queues reported with a “#” symbol in Synchro, indicating 95th percentile queue exceeds capacity and volume-to-capacity ratios are equal to or greater than 1.0. The queuing analysis is summarized in Table 3.

Generally, the most significant queuing occurs in the through lanes along Freeport Road (SR 1001) in Aspinwall. Several of these queues extend through adjacent intersections in both the no build and build conditions. In no case do the queues spill back onto the Highland Park Bridge on the ramps of the interchange.

Copies of the queuing analysis performed for existing 2016, 2017 opening year no build, 2017 opening year build, 2026 horizon year no build and 2026 horizon year build conditions have been included in the Appendix to this report.

Left Turn Phasing Evaluation

An evaluation of the type of left turn phasing for the aforementioned warranted signals was performed in accordance with the left turns per signal cycle and conflict factor thresholds in PennDOT Publication 149, Traffic Signal Design Handbook. Based on projected 2017 opening year build and 2026 design year build volumes, the left turns per signal cycle and conflict factor thresholds are met for protected/permitted left turn phases for Freeport Road (SR 1001) at the Brilliant Avenue/Brilliant Avenue access intersection and at the Eastern Avenue/Eastern Avenue access intersection. The left turns per signal cycle and conflict factor thresholds are also met for a protected/permitted left turn phase for westbound Main Street (SR 1001) at 19th Street.

Copies of the left turn phase calculations are included in the Appendix.

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Sight Distance Evaluation-Site Access Intersections

Sight distance measurements were performed at the proposed site access intersections opposite Eastern Avenue and Brilliant Avenue along Freeport Road (SR 1001), and at 19th Street along Main Street (SR 1001) using the methodologies published in PennDOT Publication 212, Official Traffic Control Devices, 2006. Available corner sight distance exceeds the safe stopping sight distance at all three site access locations. A summary of the available and the minimum corner sight distances at these locations is presented in Table 4. The worksheets used to verify the sight distance measurements have been included in the Appendix to this report.

CONCLUSIONS/RECOMMENDATIONS

This study concluded that the construction of the Riverfront 47 development will have minimal impact on the adjacent study roadways and intersections, provided that certain mitigation and site access is provided.

A review of the crash history within the study area revealed that a crash problem does not exist at any of the study intersections. Therefore, no improvements are recommended at the existing study intersections based on the crash data available. Crash data is provided in a separate Crash Data Appendix.

The results of the capacity analysis performed for each of the study intersections revealed that each intersection can be anticipated to continue to operate at either pre-development LOS under forecasted 2017 and forecasted 2026 build conditions, or within 10 seconds of overall delay, with the exception of the Northbound Highland Park Bridge Ramp to eastbound Freeport Road (SR 1001) during the PM peak hour. This intersection operates at an overall LOS C. This greater than 10 second increase can be mitigated if this ramp were eliminated and the Northbound Highland Park Bridge Ramp intersection along the north side of Freeport Road (SR 1001) were signalized. This has not been assumed as PennDOT has undertaken a study of the Highland Park Bridge interchange and it is anticipated that the outcome of that study will be recommended mitigation for this ramp.

Generally, the most significant queuing occurs in the through lanes along Freeport Road (SR 1001) in Aspinwall. Several of these queues extend through adjacent intersections in both the no build and build conditions. In no case do the queues spill back onto the Highland Park Bridge on the ramps of the interchange.

Available sight distance exceeds the safe stopping sight distance at the site access locations along Freeport Road (SR 1001) at Eastern Avenue and Brilliant Avenue and along Main Street (SR 1001) at 19th Street .

Based on the results of these analyses and evaluations, TA recommends the following:

Phase 1 – Preferred Eastern Avenue Access

• Construct a high volume local road crossing the Norfolk Southern at-grade to serve the sitealong Freeport Road (SR 1001) opposite Eastern Avenue providing a left turn andthrough/right egress lane and a single ingress lane. This access is projected to serveapproximately 3,000 trips per day. Note: The existing River Avenue access and at-grade crossing to be eliminated.

15

• Restripe Freeport Road (SR 1001) at the access opposite Eastern Avenue to create awestbound left turn lane providing 170 feet of storage exclusive of taper.

• Widen Freeport Road (SR 1001) at the access opposite Eastern Avenue to provide a right turnlane in the eastbound direction. The right turn lane should provide 220 feet of storageexclusive of taper. Note: The existing parking in this area to be relocated to an area within the Sunoco station lot. Right-of-way will be needed from Norfolk Southern to construct this turn lane.

• Install a fully actuated traffic signal at the Freeport Road (SR 1001) / Eastern Avenue / siteaccess intersection. This signal should be coordinated with the adjacent signals alongFreeport Road (SR 1001) and provide protected/permitted left turn phases for theeastbound/westbound SR 1001 approaches and train preemption.

These recommendations are presented graphically on Figure 24.

Phase 1 – Alternate Brilliant Avenue Access

• Construct a high volume local road crossing the Norfolk Southern at-grade to serve the sitealong Freeport Road (SR 1001) opposite Brilliant Avenue providing a left turn andthrough/right egress lane and a single ingress lane. This access is projected to serveapproximately 3,000 trips per day. Note: The existing River Avenue access and at-grade crossing to be eliminated.

• Restripe Freeport Road (SR 1001) at the access opposite Brilliant Avenue to lengthen thewestbound left turn lane to provide 150 feet of storage exclusive of taper.

• Widen Freeport Road (SR 1001) at the access opposite Brilliant Avenue to provide a longerright turn lane in the eastbound direction. The right turn lane should provide 225 feet ofstorage exclusive of taper.

• Replace the signal at the Freeport Road (SR 1001) and Brilliant Avenue intersection with afully actuated traffic signal. This signal should be coordinated with the adjacent signals alongFreeport Road (SR 1001) and provide protected/permitted left turn phases for theeastbound/westbound SR 1001 approaches and train preemption.


Phase 1 – Either Eastern Avenue or Brilliant Avenue Access

• Optimize the signal timings along Freeport Road (SR 1001) at the Delafield Avenue, BrilliantAvenue, Eastern Avenue, Center Avenue and Western Avenue intersections.

Phase 2 and 3 – Either Eastern Avenue or Brilliant Avenue Access

• Stripe the 19th Street underpass access at Main Street (SR 1001) to provide left turn and rightturn egress lanes back to the pier supporting the railroad overpass, and a single ingress lane.This access is projected to serve approximately 4,800 trips per day.

• Restripe Main Street (SR 1001) at the 19th Street access to create a westbound left turn laneproviding 275 feet of storage exclusive of taper.

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• Install a semi actuated traffic signal at the Main Street (SR 1001) and 19th Street accessintersection. This signal should provide a protected/permitted left turn phase for thewestbound SR 1001 approach and a right turn overlap for the 19th Street approach.

• Optimize the signal timings along Freeport Road (SR 1001) at the Delafield Avenue, BrilliantAvenue, Eastern Avenue, Center Avenue and Western Avenue intersections.


Other Mitigation Needed

• Install a semi actuated two-phase traffic signal at the Main Street (SR 1001) and 16th Streetintersection. Note: This intersection satisfies warrants for the installation of a signal in the 2026 No Build condition.

• Install a fully actuated two-phase traffic signal at the Freeport Road (SR 1001) andSouthbound Highland Park Bridge Ramps intersection. Coordinate with signals alongFreeport Road (SR 1001) in Aspinwall. Note: This intersection satisfies warrants for theinstallation of a signal in 2016 existing conditions. PennDOT is currently performing a study of the Highland Park Bridge interchange at Freeport Road to determine if signals are needed.

Due to the low volumes on the minor streets at several of the signalized intersections in Sharpsburg, i.e. 18th Street and 21st Street, the irregular spacing of existing and proposed signals, and the current semi-actuated signal detection, a coordinated signal system may be of limited benefit along Main Street (SR 1001).


This concludes TA’s transportation impact study for the proposed Riverfront 47 mixed use development to be constructed on a 1.5 mile long, 47-acre site located along the southern side of the Norfolk Southern railway and Main Street/Freeport Road (SR 1001), and the northern bank of the Allegheny River, between 13th Street in Sharpsburg and River Avenue in Aspinwall, Allegheny County, Pennsylvania.

Included with this report is a Technical Appendix containing all counts, analysis and calculations.

File: mosit00/15118/Reports/Riverfront 47 TIS DRAFT 2016-11-17

TABLES

2016 Existing

2017 No Build

2017 Build -

Brilliant

2017 Build - Eastern

2026 No Build

2026 Build -

Brilliant


INTERSECTION

MAIN STEastbound

Approach A (4.2) A (3.6) A (3.7) A (3.7) A (4.0) A (4.5) A (4.5)

MAIN STWestbound


ALI STNorthbound

Approach F (107.1) F (120.4) F (120.4) F (120.4) F (120.7) F (120.7) F (120.7)

8th STSouthbound

Approach E (57.4) E (75.5) E (75.5) E (75.5) E (79.0) E (79.0) E (79.0)

A (8.5) A (8.9) A (8.8) A (8.8) A (9.7) A (9.6) A (9.6)

INTERSECTION

MAIN STEastbound


MAIN STWestbound


13th STNorthbound

Approach C (17.4) C (18.1) C (19.7) C (19.7) C (20.3) D (25.8) D (25.8)

13th STSouthbound

Approach B (13.3) B (13.8) B (14.6) B (14.6) B (14.6) C (18.0) C (18.0)

A (1.2) A (1.3) A (1.3) A (1.3) A (1.3) A (1.5) A (1.5)

INTERSECTION

MAIN STEastbound


MAIN STWestbound

Approach A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) B (11.1) B (11.1)

16th STNorthbound

Approach A (9.7) A (9.8) B (10.0) B (10.0) B (10.0) C (27.9) C (27.9)

16th STSouthbound

Approach D (31.5) E (37.6) F (53.3) F (53.3) F (58.9) D (40.9) D (40.9)

A (7.4) A (8.6) B (11.8) B (11.8) B (13.4) B (13.9) B (13.9)

INTERSECTION

MAIN STEastbound


MAIN STWestbound


18th STSouthbound

Approach D (46.5) E (55.8) E (55.8) E (55.8) D (53.9) D (53.9) D (53.9)

A (5.4) A (5.7) A (5.6) A (5.6) A (5.9) A (5.9) A (5.9)

MAIN STREET (SR 1001) AND 13th STREET

OVERALL


OVERALL


OVERALL

AM PEAK HOUR (2)

MAIN STREET (SR 1001) AND 8th STREET/ALI STREET

OVERALL

TABLE 1CAPACITY ANALYSIS SUMMARY

Riverfront 47 Development Transportation Impact StudySharpsburg Borough/O'Hara Township/Aspinwall Borough, Allegheny County, Pennsylvania

DirectionApproach / Movement

Level of Service (Delay in Seconds) (1)

2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION

Through/Right N/A N/A N/A N/A N/A B (11.3) B (11.3)


Left N/A N/A N/A N/A N/A A (7.5) A (7.5)

Through N/A N/A N/A N/A N/A A (4.6) A (4.6)


Left N/A N/A N/A N/A N/A D (39.4) D (39.4)

Right N/A N/A N/A N/A N/A D (52.0) D (52.0)

Approach B (14.8) C (15.4) C (16.5) C (16.5) C (16.5) D (48.4) D (48.4)

A (0.3) A (0.3) A (0.3) A (0.3) A (0.3) B (14.2) B (14.2)

INTERSECTION

MAIN STEastbound


MAIN STWestbound


21st STSouthbound


A (3.2) A (3.2) A (3.2) A (3.2) A (3.4) A (4.2) A (4.2)

INTERSECTION

MAIN STEastbound


FREEPORT RDWestbound


HPB SB RAMPSSouthbound

Approach B (10.8) D (53.1) D (52.5) D (52.5) E (57.1) D (52.0) D (52.0)

A (3.1) B (11.0) B (11.1) B (11.1) B (12.0) B (10.5) B (10.5)

INTERSECTION

Left A (9.8) A (10.0) B (10.4) B (10.4) B (10.4) B (12.0) B (12.0)

Through A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) A (0.0)




HPB NB RAMPSSouthbound

Approach C (16.0) C (16.7) C (18.3) C (18.3) C (18.7) E (35.0) E (35.0)

A (1.9) A (1.9) A (1.9) A (1.9) A (2.1) A (3.6) A (3.6)

INTERSECTION

HPB NB OFF-RAMPNorthbound


A (2.6) A (2.8) A (2.9) A (2.9) A (3.0) A (3.3) A (3.3)OVERALL

FREEPORT ROAD (SR 1001) AND NORTHBOUND HIGHLAND PARK BRIDGE RAMP

TABLE 1 (CONT'D)




OVERALL

OVERALL

FREEPORT ROAD (SR 1001) AND SOUTHBOUND HIGHLAND PARK BRIDGE RAMPS

OVERALL

FREEPORT ROAD (SR 1001) AND NORTHBOUND HIGHLAND PARK BRIDGE RAMPS

OVERALL

MAIN STEastbound

MAIN STWestbound

19th STNorthbound

FREEPORT RDEastbound

AM PEAK HOUR (cont'd)

MAIN STREET (SR 1001) AND 21st STREET

CAPACITY ANALYSIS SUMMARYRiverfront 47 Development Transportation Impact Study

Sharpsburg Borough/O'Hara Township/Aspinwall Borough, Allegheny County, Pennsylvania

2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION

Left A (3.2) A (5.2) A (3.4) A (3.4) A (3.5) A (4.5) A (4.5)

Through A (3.5) A (3.7) A 4.1) A 4.1) A (4.3) A (5.9) A (5.9)




WESTERN AVESouthbound

Approach D (51.4) D (55.0) D (55.0) D (55.0) D (53.7) E (75.4) E (75.4)

A (5.6) A (8.4) A (5.9) A (5.9) A (6.2) A (8.7) A (8.7)

INTERSECTION

Left A (3.8) A (5.8) A (3.9) A (3.9) A (7.1) A (4.2) A (4.2)

Through A (4.7) A (5.0) A (5.4) A (5.4) A (5.8) A (7.1) A (7.1)



Approach A (1.6) A (9.1) A (2.4) A (2.0) B (10.8) A (4.1) A (4.2)

CENTER AVESouthbound


B (11.0) B (14.9) B (10.2) B (10.1) B (16.1) B (11.9) B (12.0)

INTERSECTION

Left A (8.9) A (9.1) A (9.4) A (6.0) A (9.3) A (1.8) A (3.6)

Through A (0.0) A (0.0) A (0.0) A (0.8) A (0.0) A (1.1) A (1.2)

Right N/A N/A N/A A (0.2) N/A N/A A (0.3)


Left N/A N/A N/A A (3.4) N/A N/A A (3.4)

Through/Right N/A N/A N/A B (14.1) N/A N/A A (1.7)

Approach A (0.0) A (0.0) A (0.0) B (12.8) A (0.0) A (2.2) A (1.9)

Left N/A N/A N/A D (45.4) N/A N/A D (45.4)

Through/Right N/A N/A N/A D (46.4) N/A N/A D (45.2)

Approach D (27.4) D (30.6) E (38.4) D (45.9) E (36.4) D (44.5) D (45.3)

EASTERN AVESouthbound

Approach B (14.3) C (15.9) C (20.3) D (43.0) C (17.2) D (50.2) D (43.0)

A (0.9) A (1.0) A (1.1) B (13.6) A (1.1) A (3.7) A (8.0)

FREEPORT ROAD (SR 1001) AND EASTERN AVENUE/SITE ACCESS DRIVEWAY


OVERALL


OVERALL

SUNOCO DWY/SITE ACCESS DWY

Northbound


OVERALL

FREEPORT ROAD (SR 1001) AND CENTER AVENUE


FREEPORT ROAD (SR 1001) AND WESTERN AVENUE


TABLE 1 (CONT'D)CAPACITY ANALYSIS SUMMARY




2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION


Approach A (0.0) A (0.0) N/A N/A A (0.0) N/A N/A



RIVER AVENorthbound

Approach C (16.5) C (20.7) N/A N/A C (23.2) N/A N/A

A (0.2) A (0.9) N/A N/A A (0.9) N/A N/A

INTERSECTION

Left A (0.1) A (1.7) A (4.6) A (2.5) A (0.1) A (5.2) A (3.0)

Through A (0.6) A (2.7) A (1.1) A (0.7) A (0.8) A (1.5) A (0.9)

Right N/A N/A A (0.3) N/A N/A A (0.3) N/A


Left N/A N/A A (4.4) N/A N/A A (4.9) N/A

Through/Right N/A N/A A (1.1) A (1.7) N/A A (1.8) N/A


Left N/A N/A D (43.8) N/A N/A D (43.5) N/A

Through/Right N/A N/A D (40.8) N/A N/A D (38.9) N/A

Approach N/A N/A D (42.5) N/A N/A D (41.6) N/A

BRILLIANT AVESouthbound

Approach E (61.6) E (61.5) D (41.0) E (59.8) E (60.0) D (40.7) E (79.3)

A (5.4) A (6.3) A (9.7) A (5.7) A (5.7) A (9.1) A (8.1)

INTERSECTION

Left A (5.1) A (5.2) A (5.8) A (5.8) A (6.1) A (9.7) A (9.7)

Through A (3.8) A (0.5) A (0.6) A (0.6) A (0.6) A (0.8) A (0.8)



Approach A (8.6) A (9.0) A (9.9) A (9.9) B (10.4) B (15.0) B (15.0)

DELAFIELD AVESouthbound

Approach E (64.9) D (53.9) D (54.9) D (54.9) E (57.4) E (60.5) E (60.5)

B (14.8) B (12.2) B (12.3) B (12.3) B (13.5) B (15.1) B (15.1)

INTERSECTION

2nd STEastbound


DELAFIELD AVENorthbound




A (8.3) A (8.3) A (8.4) A (8.4) A (8.5) A (8.8) A (8.8)

FREEPORT ROAD (SR 1001) AND RIVER AVENUE

OVERALL






ARP ACCESS DWYNorthbound

OVERALL

FREEPORT ROAD (SR 1001) AND DELAFIELD AVENUE


OVERALL

FREEPORT ROAD (SR 1001) AND BRILLIANT AVENUE/ARP ACCESS DRIVEWAY



DELAFIELD AVENUE AND 2nd STREET

OVERALL

2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION

MAIN STEastbound


MAIN STWestbound


ALI STNorthbound


8th STSouthbound


A (9.4) A (9.5) A (9.4) A (9.4) A (9.4) A (9.3) A (9.3)

INTERSECTION

MAIN STEastbound


MAIN STWestbound


13th STNorthbound

Approach C (21.9) C (22.5) C (24.3) C (24.3) D (27.2) D (34.7) D (34.7)

13th STSouthbound

Approach C (17.5) C (18.1) C (19.9) C (19.9) C (20.7) C (28.1) C (28.1)

A (1.6) A (1.6) A (1.7) A (1.7) A (1.8) A (2.3) A (2.3)

INTERSECTION

MAIN STEastbound


MAIN STWestbound


16th STNorthbound

Approach C (23.5) C (24.4) D (26.2) D (26.2) D (28.1) D (36.8) D (36.8)

16th STSouthbound

Approach E (44.6) E (49.3) F (72.1) F (72.1) F (85.0) D (45.5) D (45.5)

A (5.6) A (6.1) A (9.1) A (9.1) B (10.4) A (9.0) A (9.0)

INTERSECTION

MAIN STEastbound


MAIN STWestbound


18th STSouthbound


A (6.6) A (6.4) A (6.3) A (6.3) A (6.7) A (6.6) A (6.6)


OVERALL

PM PEAK HOUR (3)


OVERALL


OVERALL






OVERALL

2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION



Left N/A N/A N/A N/A N/A B (16.8) B (16.8)



Left N/A N/A N/A N/A N/A C (34.8) C (34.8)

Right N/A N/A N/A N/A N/A D (54.7) D (54.7)


A (0.3) A (0.3) A (0.3) A (0.3) A (0.4) B (19.8) B (19.8)

INTERSECTION

MAIN STEastbound


MAIN STWestbound


21st STSouthbound

Approach E (62.5) E (66.6) C (66.6) E (66.6) E (69.4) E (56.1) E (56.1)

A (4.0) A (4.1) A (4.1) A (4.1) A (4.5) A (4.4) A (4.4)

INTERSECTION

MAIN STEastbound





Approach E (38.6) D (53.0) D (52.4) D (52.4) D (52.1) D (52.7) D (52.7)

B (10.2) B (15.4) B (15.6) B (15.6) B (16.0) B (16.3) B (16.3)

INTERSECTION

Left B (11.2) B (11.4) B (11.9) B (11.9) B (12.3) B (14.6) B (14.6)

Through A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) A (0.0)





Approach C (19.0) C (19.8) C (21.6) C (21.6) C (23.5) E (39.8) E (39.8)

A (2.7) A (2.7) A (2.7) A (2.7) A (3.1) A (4.4) A (4.4)

INTERSECTION

HPB NB RAMPSNorthbound

Approach D (25.8) D (28.4) E (39.1) E (39.1) E (42.3) F (144.1) F (144.1)

A (5.7) A (6.2) A (8.5) A (8.5) A (9.3) D (27.8) D (27.8)OVERALL




OVERALL

OVERALL


OVERALL


OVERALL


MAIN STEastbound

MAIN STWestbound

19th STNorthbound

CAPACITY ANALYSIS SUMMARYRiverfront 47 Development Transportation Impact Study




TABLE 1 (CONT'D)

PM PEAK HOUR (cont'd)

2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION

Left A (1.9) A (2.0) A (2.0) A (2.0) A (2.1) A (2.2) A (2.2)

Through A (3.7) A (3.8) A (4.4) A (4.4) A (4.6) A (8.1) A (8.1)






A (4.5) A (4.6) A (4.8) A (4.8) A (5.0) A (7.4) A (7.4)

INTERSECTION

Left A (2.7) A (2.8) A (2.7) A (2.7) A (8.8) A (2.8) A (2.8)

Through A (3.8) A (3.9) A (4.3) A (4.3) A (4.4) A (6.0) A (6.0)



Approach A (2.1) A (2.6) A (2.8) A (2.8) B (11.2) A (3.3) A (3.5)


Approach D (54.7) E (70.0) E (70.0) E (70.0) E (73.2) E (78.5) E (78.5)

A (6.0) A (7.2) A (7.1) A (6.8) B (11.9) A (8.2) A (8.3)

INTERSECTION

Left A (9.3) A (9.4) A (9.6) A (3.8) A (9.7) A (2.0) A (3.9)

Through A (0.0) A (0.0) A (0.0) A (1.8) A (0.0) B (16.8) A (3.5)


Approach A (0.4) A (0.4) A (0.4) A (1.7) A (0.5) B (16.1) A (3.2)


Through/Right N/A N/A N/A A (1.4) N/A N/A A (0.3)




Approach B (14.1) B (14.4) C (15.4) D (51.3) C (15.3) D (47.4) D (49.2)


Approach D (26.7) D (29.8) E (45.6) D (48.2) E (40.7) E (61.8) D (48.0)

A (1.5) A (1.6) A (2.3) A (8.7) A (2.2) B (11.8) A (7.9)


Northbound

OVERALL


OVERALL







OVERALL






2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION





RIVER AVENorthbound

Approach D (28.2) E (36.9) N/A N/A E (48.5) N/A N/A

A (0.5) A (1.6) N/A N/A A (1.9) N/A N/A

INTERSECTION

Left A (0.3) A (0.3) A (4.4) A (2.4) A (0.4) A (4.4) A (2.7)

Through A (1.0) A (1.2) A (1.8) A (0.9) A (1.4) A (0.6) A (0.9)




Through/Right N/A N/A A (2.2) N/A N/A A (2.9) B (13.6)

Approach A (2.0) A (2.1) A (2.4) A (4.3) A (2.4) A (3.0) B (13.6)





Approach F (80.1) F (80.3) D (47.7) F (123.2) F (81.3) D (50.8) F (138.4)

A (5.6) A (5.5) A (8.6) A (9.0) A (5.8) A (8.0) B (14.3)

INTERSECTION

Left A (9.6) B (12.4) B (14.8) B (14.7) B (17.3) C (28.4) C (28.3)

Through A (0.8) A (0.9) A (1.0) A (0.9) A (1.0) A (1.3) A (1.0)



Approach B (14.4) B (16.6) B (19.1) B (19.0) C (22.1) D (36.4) D (36.4)


Approach F (127.6) E (70.6) E (71.5) E (74.2) E (73.9) E (76.4) E (76.4)

C (24.1) B (17.9) B (19.1) B (19.3) C (21.2) C (27.8) C (27.7)

INTERSECTION

2nd STEastbound






A (8.3) A (8.4) A (8.5) A (8.5) A (8.6) A (8.9) A (8.9)



OVERALL


OVERALL





OVERALL






OVERALL


Riverfront 47 Development Transportation Impact Study

2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION

MAIN STEastbound


MAIN STWestbound


ALI STNorthbound


8th STSouthbound


A (5.5) A (5.6) A (5.5) A (5.5) A (5.8) A (5.7) A (5.7)

INTERSECTION

MAIN STEastbound


MAIN STWestbound


13th STNorthbound

Approach B (14.4) B (14.8) C (15.7) C (15.7) C (15.7) C (18.1) C (18.1)

13th STSouthbound

Approach B (12.0) B (12.2) B (12.9) B (12.9) B (12.8) B (14.4) B (14.4)

A (1.5) A (1.5) A (1.6) A (1.6) A (1.6) A (1.7) A (1.7)

INTERSECTION

MAIN STEastbound


MAIN STWestbound


16th STNorthbound


16th STSouthbound

Approach C (19.7) C (21.3) D (25.2) D (25.2) D (25.5) D (52.8) D (52.8)

A (3.9) A (4.2) A (4.8) A (4.8) A (5.0) B (12.7) B (12.7)

INTERSECTION

MAIN STEastbound


MAIN STWestbound


18th STSouthbound


A (6.0) A (5.8) A (5.6) A (5.6) A (5.9) A (5.7) A (5.7)


OVERALL

OVERALL


OVERALL


OVERALL



SATURDAY PEAK HOUR (4)




2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION



Left N/A N/A N/A N/A N/A A (7.1) A (7.1)



Left N/A N/A N/A N/A N/A B (19.8) B (19.8)

Right N/A N/A N/A N/A N/A B (17.8) B (17.8)

Approach B (12.2) B (12.5) B (13.2) B (13.2) B (13.3) B (18.4) B (18.4)

A (0.4) A (0.4) A (0.4) A (0.4) A (0.4) A (9.0) A (9.0)

INTERSECTION

MAIN STEastbound


MAIN STWestbound


21st STSouthbound


A (5.3) A (5.2) A (5.1) A (5.1) A (5.3) A (5.2) A (5.2)

INTERSECTION

MAIN STEastbound





Approach B (12.9) E (56.7) E (56.2) E (56.2) E (56.0) E (55.7) E (55.7)

A (3.3) B (12.7) B (12.6) B (12.6) B (13.0) B (11.8) B (11.8)

INTERSECTION

Left B (10.7) B (10.9) B (11.3) B (11.3) B (11.5) B (12.8) B (12.8)

Through A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) A (0.0) A (0.0)





Approach C (20.2) C (21.1) C (23.3) C (23.3) D (25.2) E (40.4) E (40.4)

A (2.1) A (2.1) A (2.1) A (2.1) A (2.4) A (3.6) A (3.6)

INTERSECTION

HPB NB RAMPSNorthbound

Approach C (19.2) C (21.1) D (26.6) D (26.6) D (27.5) F (54.5) F (54.5)

A (4.8) A (5.2) A (6.4) A (6.4) A (6.8) B (12.2) B (12.2)OVERALL



OVERALL


OVERALL


OVERALL



MAIN STEastbound

MAIN STWestbound

19th STNorthbound

OVERALL




SATURDAY PEAK HOUR (cont'd)



2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION

Left A (1.9) A (1.9) A (2.0) A (2.0) A (2.1) A (2.5) A (2.5)

Through A (3.2) A (3.4) A (3.8) A (3.8) A (4.0) A (5.6) A (5.6)






A (4.0) A (4.1) A (4.4) A (4.4) A (4.7) A (5.9) A (5.9)

INTERSECTION

Left A (3.9) A (4.1) A (4.3) A (4.3) A (4.5) A (4.5) A (4.5)

Through A (4.1) A (4.3) A (4.6) A (4.6) A (4.9) A (5.9) A (5.9)





Approach D (54.6) E (71.8) E (77.6) E (77.6) E (75.1) E (75.1) E (75.1)

A (6.8) A (8.0) A (8.8) A (8.2) A (9.2) A (9.6) A (9.7)

INTERSECTION

Left A (9.7) A (9.8) B (10.2) A (4.1) A (9.8) A (2.0) A (4.1)

Through A (0.0) A (0.0) A (0.0) A (1.4) A (0.0) A (4.5) A (2.0)




Through/Right N/A N/A N/A A (2.0) N/A N/A A (2.6)




Approach E (46.3) F (51.7) F (66.9) D (49.1) F (52.9) D (47.6) D (48.6)


Approach E (37.8) E (44.8) F (74.9) D (46.9) E (47.8) E (57.1) D (47.2)

A (2.1) A (2.3) A (3.6) A (8.4) A (2.6) A (6.0) A (8.2)OVERALL

OVERALL





Northbound



OVERALL









2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION





RIVER AVENorthbound

Approach C (24.6) D (33.6) N/A N/A E (43.0) N/A N/A

A (0.1) A (1.3) N/A N/A A (1.5) N/A N/A

INTERSECTION

Left A (0.2) A (0.2) A (4.4) A (1.9) A (0.3) A (4.1) A (2.3)

Through A (1.0) A (1.1) A (1.9) A (1.1) A (1.3) A (1.3) A (1.3)




Through/Right N/A N/A A (1.7) N/A N/A A (1.9) N/A






Approach E (67.6) E (68.4) D (46.2) E (77.4) F (81.3) D (49.9) E (78.1)

A (4.2) A (4.2) A (8.5) A (5.3) A (5.0) A (8.4) A (6.3)

INTERSECTION

Left A (8.1) A (8.9) B (10.2) B (10.2) B (11.9) B (17.6) B (17.6)

Through A (0.8) B (12.8) A (1.0) A (0.9) A (6.0) A (1.2) A (1.1)

Approach A (1.1) B (12.6) A (1.4) A (1.4) A (6.3) A (2.1) A (2.1)





B (14.7) B (18.2) B (14.7) B (14.7) B (17.9) B (19.2) B (19.2)

INTERSECTION

2nd STEastbound






A (8.6) A (8.7) A (8.8) A (8.8) A (9.0) A (9.3) A (9.3)


OVERALL


OVERALL






OVERALL







OVERALL

(2) 7:15 AM to 8:15 AM

(3) 4:30 PM to 5:30 PM

(4) 12:00 PM to 1:00 PM

Note: Inputs shaded green indicates a proposed traffic signal at that location.

Source: Analysis by Trans Associates.

(1) Level of service and vehicular delay calculated using methodologies published in Highway Capacity Manual 2010, published by the Transportation Research Board, 2010.



Enter Exit Total Enter Exit Total Enter Exit Total

Public Riverfront Park 14.3 Acres 411 486 Primary 36 28 64 29 21 50 32 32 64-- 486 Primary 36 28 64 29 21 50 32 32 64

Marina 35 Berths 420 104 Primary 1 2 3 4 3 7 4 5 9-- 104 Primary 1 2 3 4 3 7 4 5 9

Apartment 49 Units 220 421 Primary 6 22 28 29 16 45 20 19 39Townhouse/Condominium 175 Units 230 1,047 Primary 14 67 81 64 31 95 50 43 93General Office 23,506 SF 710 259 Primary 33 4 37 6 29 35 5 5 10Specialty Retail 7,500 SF 826 332 Primary 24 27 51 9 11 20 10 10 20

Primary 10 8 18 9 6 15 13 11 24Pass-By 5 4 9 6 4 10 6 5 11

Total 15 12 27 15 10 25 19 16 35Primary 87 128 215 117 93 210 98 88 186Pass-By 5 4 9 6 4 10 6 5 11


Total 129 162 291 156 121 277 140 130 270

318

ZONE 6 TOTAL -- 2,377

TOTAL PHASE 1SITE GENERATED TRAFFIC VOLUMES 2,967

June 6, 2016 - Development Program A

Phase 1

Zone 8ZONE 8 TOTAL

Zone 7ZONE 7 TOTAL

Zone 6 High Turnover (Sit-Down) Restaurant 2,500 SF 932

WeekdayAverage

DailyTraffic(1)

TripType

Vehicle Trips Generated (1)

A.M. Peak Hour P.M. Peak Hour Saturday Peak Hour

TABLE 2TRIP GENERATION SUMMARY


Phase Zone Development Component Size ITE LandUse Code


Apartment 219 Units 220 1,451 Primary 22 89 111 90 48 138 55 54 109Townhouse/Condominium 17 Units 230 138 Primary 2 11 13 9 5 14 26 22 48

1,589 Primary 24 100 124 99 53 152 81 76 157Apartment 61 Units 220 493 Primary 7 27 34 33 18 51 22 22 44Specialty Retail 7,500 SF 826 332 Primary 24 27 51 9 11 20 10 10 20General Office 27,440 SF 710 303 Primary 38 5 43 7 34 41 6 6 12

Primary 10 8 18 9 6 15 13 11 24Pass-By 5 4 9 6 4 10 6 5 11



Total 108 171 279 163 126 289 138 130 268

2,500 SF 932 318

ZONE 4 TOTAL 1446

TOTAL PHASE 2SITE GENERATED TRAFFIC VOLUMES 3,035




Phase 2

Zone 5ZONE 5 TOTAL

Zone 4 High Turnover (Sit-Down) Res



WeekdayAverage

DailyTraffic(1)

TripType

TABLE 2 (CONT'D)TRIP GENERATION SUMMARY


Empty N/A -- 0 Primary 0 0 0 0 0 0 0 0 00 Primary 0 0 0 0 0 0 0 0 0

Research and Development 154,000 SF 760 1,438 Primary 157 32 189 28 161 189 18 18 361,438 Primary 157 32 189 28 161 189 18 18 36

Research and Development 32,000 SF 760 390 Primary 40 8 48 8 43 51 9 9 18390 Primary 40 8 48 8 43 51 9 9 18

Primary 197 40 237 36 204 240 27 27 54Pass-By 0 0 0 0 0 0 0 0 0

Total 197 40 237 36 204 240 27 27 541,828

Phase 3

Zone 3ZONE 3 TOTAL

Zone 2ZONE 2 TOTAL

Zone 1ZONE 1 TOTAL

TOTAL PHASE 3SITE GENERATED TRAFFIC VOLUMES

WeekdayAverage

DailyTraffic(1)

TripType







Primary 124 158 282 150 117 267 134 125 259Pass-By 5 4 9 6 4 10 6 5 11




Total 434 373 807 355 451 806 305 287 592

(1)


TOTAL FULL BUILDOUTSITE GENERATED TRAFFIC VOLUMES 7,830

Total number of vehicle trips generated determined through the use of methodologies presented in Trip Generation, Ninth Edition published by the Institute of Transportation Engineers (ITE).

Phase 2 TOTAL PHASE 2SITE GENERATED TRAFFIC VOLUMES 3,035







WeekdayAverage

DailyTraffic(1)

TripType




2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTIONMAIN ST

EastboundThrough/Right 300 117 224 245 245 119 158 158

MAIN STWestbound

Left/Through 500 304 123 132 132 320 407 407

ALI STNorthbound

Left/Through/Right 220 8 0 0 0 9 9 9

8th STSouthbound


INTERSECTIONMAIN ST

EastboundLeft/Through/Right 730 0 0 0 0 0 0 0

MAIN STWestbound


13th STNorthbound


13th STSouthbound


INTERSECTIONMAIN ST


MAIN STWestbound


16th STNorthbound


16th STSouthbound


INTERSECTIONMAIN ST

EastboundThrough 900 105 176 201 201 130 190 190

MAIN STWestbound

Through 975 133 145 159 159 161 217 217

18th STSouthbound

Left/Right 210 56 93 93 93 66 66 66

INTERSECTIONMAIN ST

EastboundThrough/Right 1,125 0 0 0 0 0 375 375

Left 275 N/A N/A N/A N/A N/A 68 68

Through 415 0 0 0 0 0 159 159

Left/Right 75 3 5 5 5 3 N/A N/A


Right 300 N/A N/A N/A N/A N/A 183 183


AM PEAK HOUR (3)




TABLE 3QUEUE ANALYSIS SUMMARY


Direction Approach / Movement

95th Percentile Queue Length (ft) (1)

Available Capacity(2) (ft) (Exist/Prop )

MAIN STWestbound


19th STNorthbound

2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTIONMAIN ST


MAIN STWestbound

Through 345 90 123 147 147 137 312 312

21st STSouthbound

Left/Right 230 39 56 56 56 40 40 40

INTERSECTIONMAIN ST


Through 825 0 157 238 157 228 197 246

Right 825 0 0 0 0 0 0 0HPB SB RAMPS

SouthboundLeft/Right 640 33 303 310 311 269 349 349

INTERSECTION

Left 850 8 25 28 28 10 15 15

Through 850 0 0 0 0 0 0 0FREEPORT RDWestbound

Through/Right 365 0 0 0 0 0 0 0


Left/Right 915 23 38 43 43 30 85 85

INTERSECTIONHPB NB OFF-RAMP

NorthboundRight 645 43 163 218 218 60 93 93

INTERSECTION

Left 95 4 16 26 16 4 3 5


Through/Right 565 102 47 47 67 140 829 829


Left/Right 215 96 88 88 88 108 153 153

INTERSECTION

Left 150 12 29 25 35 10 12 10


Approach 490 318 585 446 141 235 723 193


Approach 245 76 86 86 86 80 80 80







TABLE 3 (CONT'D)QUEUE ANALYSIS SUMMARY


Direction Approach / MovementAvailable

Capacity(2) (ft) (Exist/Prop )


AM PEAK HOUR (3)





2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION

Left 125 3 3 5 9 3 1 7

Through 510 0 0 0 289 0 10 99

Right 150 N/A N/A N/A 31 N/A N/A 25

Left 150 N/A N/A N/A 6 N/A N/A 21

Through/Right 500 0 0 0 103 0 260 258

Left/Through/Right 25 3 0 0 N/A 3 13 N/A

Left -- N/A N/A N/A 150 N/A N/A 133

Through/Right -- N/A N/A N/A 134 N/A N/A 105EASTERN AVESouthbound


INTERSECTIONFREEPORT RD

EastboundThrough/Right 515 0 0 N/A N/A 0 N/A N/A


Left/Through 75 0 3 N/A N/A 3 N/A N/A

RIVER AVENorthbound

Left/Right 300 3 40 N/A N/A 15 N/A N/A

INTERSECTION

Left 35 18 14 10 10 3 6 8

Through 65/635 214 377 225 171 30 278 104

Right 150 N/A N/A 27 N/A N/A 30 N/A

Left 150 N/A N/A 25 N/A N/A 20 N/A

Through/Right 950 74 102 513 164 207 192 185

Left 225 N/A N/A 143 N/A N/A 149 N/A

Through/Right -- N/A N/A 122 N/A N/A 94 N/A

Left/Right 290 57 72 N/A 172 60 N/A 177

Left/Through/Right 290 N/A N/A 126 N/A N/A 129 N/A

INTERSECTION

Left 105 11 20 16 26 5 41 40


Approach 525 219 617 702 681 292 452 452


Approach 665 117 209 214 233 127 132 132








Northbound






AM PEAK HOUR (3)






2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION2nd ST

EastboundApproach 205 5 8 8 8 8 10 10


Approach 665 18 18 20 20 20 23 23


Approach 145 20 23 23 25 25 30 30





AM PEAK HOUR (3)



2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTIONMAIN ST


MAIN STWestbound

Left/Through 500 123 267 295 295 144 185 185

ALI STNorthbound


8th STSouthbound


INTERSECTIONMAIN ST


MAIN STWestbound


13th STNorthbound


13th STSouthbound


INTERSECTIONMAIN ST


MAIN STWestbound


16th STNorthbound


16th STSouthbound


INTERSECTIONMAIN ST


MAIN STWestbound

Through 975 136 140 160 160 172 240 240

18th STSouthbound

Left/Right 210 96 62 62 62 101 101 101

INTERSECTIONMAIN ST



Through 415 0 0 0 0 0 216 216






MAIN STWestbound

19th STNorthbound







PM PEAK HOUR (4)



2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTIONMAIN ST


MAIN STWestbound

Through 345 128 117 132 132 160 265 265

21st STSouthbound

Left/Right 230 53 37 37 37 61 65 65

INTERSECTIONMAIN ST


Through 825 0 97 76 91 145 294 260



INTERSECTION

Left 850 25 8 8 8 33 48 48


Through/Right 365 0 0 0 0 0 0 0


Left/Right 915 38 25 28 28 53 103 103



INTERSECTION

Left 95 23 3 2 2 26 22 22


Through/Right 565 119 345 79 108 52 62 50


Left/Right 215 85 101 101 101 94 118 118

INTERSECTION

Left 150 18 12 16 11 35 25 25


Approach 490 424 288 313 100 653 321 124


Approach 245 80 81 76 76 96 97 97






PM PEAK HOUR (4)











2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION

Left 125 3 3 3 3 5 8 7

Through 510 0 0 0 130 0 1.063 913



Through/Right 500 0 0 0 60 0 230 128









RIVER AVENorthbound


INTERSECTION

Left 35 8 10 12 12 19 11 16

Through 65/635 105 122 126 108 560 296 316



Through/Right 950 176 111 164 188 153 415 1,062

Left 225 N/A N/A 134 N/A N/A 159 N/A


Left/Right 290 122 57 N/A 104 76 N/A 201


INTERSECTION

Left 105 18 12 26 31 25 39 23


Approach 525 494 245 283 283 799 1,012 1,012


Approach 665 267 115 116 116 250 266 266









Approach / MovementAvailable



PM PEAK HOUR (4)





Northbound



Direction


2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION2nd ST



Approach 665 18 18 20 20 20 23 23


Approach 145 23 23 23 23 28 30 30




PM PEAK HOUR (4)




2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTIONMAIN ST


MAIN STWestbound

Left/Through 500 128 125 135 135 141 166 166

ALI STNorthbound


8th STSouthbound


INTERSECTIONMAIN ST


MAIN STWestbound


13th STNorthbound


13th STSouthbound


INTERSECTIONMAIN ST


MAIN STWestbound


16th STNorthbound


16th STSouthbound


INTERSECTIONMAIN ST


MAIN STWestbound

Through 975 128 133 148 148 157 194 194

18th STSouthbound

Left/Right 210 79 77 77 77 82 82 82

INTERSECTIONMAIN ST



Through 415 0 0 0 0 0 91 91







MAIN STWestbound

19th STNorthbound









2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTIONMAIN ST


MAIN STWestbound

Through 345 128 135 149 149 159 242 242

21st STSouthbound

Left/Right 230 67 69 69 69 74 75 75

INTERSECTIONMAIN ST


Through 825 0 206 86 209 235 155 113



INTERSECTION

Left 850 10 10 13 13 13 18 18


Through/Right 365 0 0 0 0 0 0 0


Left/Right 915 35 38 43 43 50 93 93



INTERSECTION

Left 95 9 6 6 5 8 11 7


Through/Right 565 162 75 88 116 91 1,043 1,043


Left/Right 215 73 75 76 76 86 98 98

INTERSECTION

Left 150 11 16 14 11 13 10 17


Approach 490 469 132 603 184 188 966 275


Approach 245 78 82 84 84 93 93 93

















2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION

Left 125 3 3 3 5 3 5 4

Through 510 0 0 0 182 0 100 307



Through/Right 500 0 0 0 142 0 328 322









RIVER AVENorthbound


INTERSECTION

Left 35 13 9 6 11 10 6 15

Through 65/635 218 132 362 166 152 332 334



Through/Right 950 371 21 699 64 34 71 869

Left 225 N/A N/A 126 N/A N/A 171 N/A


Left/Right 290 60 60 N/A 64 64 N/A 70


INTERSECTION

Left 105 3 13 7 15 11 15 13


Approach 525 459 546 596 596 643 917 917


Approach 665 222 189 196 196 224 251 251

















Northbound



2016 Existing

2017 No Build

2017 Build -

Brilliant


2026 No Build

2026 Build -

Brilliant


INTERSECTION2nd ST



Approach 665 20 20 23 23 23 25 25


Approach 145 28 30 33 33 35 40 40

(2) Existing available queue capacity obtained through Google Earth, rounded to the nearest 5 feet.

(3) 7:15 AM to 8:15 AM

(4) 4:30 PM to 5:30 PM

(5) 12:00 PM to 1:00 PM

Note: Inputs shaded green indicates a proposed traffic signal at that location.


(1) 95th percentile queue lengths were calculated utilizing Synchro Traffic Signal Coordination Software, Version 8.0.806.77.

QUEUE ANALYSIS SUMMARYRiverfront 47 Development Transportation Impact Study







TABLE 3 (CONT'D)

LocationMeasured Corner Sight Distance (ft)

Speed LimitApproaching

Roadway GradeSafe Stopping

Sight Distance (ft)Sight Distance

Acceptable?

Proposed Driveway Looking Left +500 35 mph -0.6% 251 YESProposed Driveway Looking Right +500 35 mph 0.1% 249 YESApproaching From Rear on Major Street +500 35 mph 0.1% 249 YESApproaching From Opposite Direction +500 35 mph -0.6% 251 YES

Proposed Driveway Looking Left +500 35 mph -0.2% 249 YESProposed Driveway Looking Right +500 35 mph 0.1% 249 YESApproaching From Rear on Major Street +500 35 mph 0.1% 249 YESApproaching From Opposite Direction +500 35 mph -0.2% 249 YES

Proposed Driveway Looking Left 317 25 mph -0.5% 148 YESProposed Driveway Looking Right 384 25 mph 0.2% 147 YESApproaching From Rear on Major Street +500 25 mph 0.2% 147 YESApproaching From Opposite Direction +500 25 mph -0.5% 148 YES

Source: Analysis by Trans Associates determined in accordance with PennDOT Chapter 212, Official Traffic Control Devices, 2006.

MAIN STREET (SR 1001) AND 19th STREET ACCESS DRIVEWAY

TABLE 4SIGHT DISTANCE AT PROPOSED SITE DRIVEWAY


FREEPORT ROAD (SR 1001) AND EASTERN AVENUE ACCESS DRIVEWAY

FREEPORT ROAD (SR 1001) AND BRILLIANT AVENUE ACCESS DRIVEWAY

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CZ/MY

A SS O C IA T ES

TranSmall Firm Client Experience, Big Firm Capabilities

s

Pittsburgh, Pennsylvania 15205, 412-490-0630

4955 Steubenville Pike, Twin Towers Suite 400

SITE

Eastern A

ve

Brilliant

Ave19th St

13th St 16th St

18th St

8th St

Ali St

21st St

Center

Ave

Freeport Rd

Transportation Impact Study

Riverfront 47 Development

Site Location

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2A SS O C IA T ES


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4955 Steubenville Pike, Twin Towers Suite 400Site Plan



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Study Intersections

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

- Signalized Intersection

- Unsignalized Intersection

Legend

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Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

[411] (3

79) 269

[113] (134) 205

[292] (486) 251

346 (387) [339]

391 (413) [415]

[136] (1

38) 144

[8] (8) 3

River

Ave

Sunoco D

wy

MJY

MDS

MOSIT00 - 15118123

(123)

[123] - Saturday Peak Hour Traffic Volumes

- P.M. Peak Hour Traffic Volumes

- A.M. Peak Hour Traffic Volumes

Legend

[4] (0) 2

[326] (510) 265

17 (19) [1

2]

1 (0) [0]

35 (24) [1

4]

1 (1) [2]

501 (339) [378]

[1] (2) 0

[1] (2) 2

14 (29) [2

2]

1 (1) [4]

35 (27) [1

6]

3 (7) [10]

401 (306) [221]

0 (14) [6]

[5] (1

3) 3

[1] (0) 0

[10] (6) 4

[22] (16) 1

[218] (563) 223

[3] (4) 3

160 (103) [1

22]

0 (1) [2]

32 (32) [1

8]

2 (0) [0]

380 (497) [341]

15 (44) [22]

[0] (1) 2

[0] (0) 0

[1] (4) 0

[0] (1) 1

[224] (436) 235

[14] (26) 17 [357] (508) 401

472 (506) [480]

39 (43) [3

5]

16 (25) [1

7]

7 (5) [12]

378 (538) [319]

[9] (1

2) 5

[5] (7) 7[10] (5) 1

[341] (545) 394

9 (17) [3

3]

11 (15) [1

2]

[292] (486) 251

115 (228) [1

42]

128 (85) [7

5]

[354] (525) 299

[80] (181) 71

1 (1) [0]

99 (121) [1

05]

639 (668) [684]

82 (143) [199] 9 (9) [1

5]

70 (52) [3

2]

640 (741) [817]

10 (12) [12]

[746] (792) 541

[31] (97) 8

23 (38) [3

6]

139 (59) [6

1]

523 (685) [764]

14 (38) [34]

[690] (669) 508

[71] (122) 40

4 (15) [1

9]

1 (0) [2]

40 (58) [4

2]

2 (2) [4]

512 (657) [685]

12 (21) [30]

[2] (1) 0

[0] (0) 0

[4] (0) 4

[19] (20) 7

[594] (717) 456

[27] (37) 25

19 (30) [2

4]

1 (0) [0]

56 (51) [3

9]

8 (5) [2]

443 (823) [670]

25 (26) [31]

[4] (1

1) 2

[0] (0) 0

[4] (1

2) 4

[8] (3) 11

[594] (623) 412

[38] (50) 30

[576] (580) 368

[27] (63) 69

55 (109) [1

13]

92 (109) [5

9]

382 (737) [679]

55 (101) [100]

[27] (28) 8

[37] (42) 41

149 (162) [1

80]

19 (25) [2

1]

464 (456) [451]

[338] (483) 378

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

4

Peak Hour Traffic Volumes

2016 Existing Conditions

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Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

17%

2%

8%

8%

15%

3%

34%

9%

35%

[81] (183) 7227%

27%27%

(34%)

(9%)

9%

(9%)

50%

(50%)

50%

(50%)

50%

(27%)

(15%)

(42%)

(8%)

27%

(27%)

(27%)

27%

(27%)

(19%)

(8%)

19%

(17%)

(2%)

17%

(17%)

(47

%)

(3%)

(50

%)

47%

(43%)

(4%)

4%

43%

5A

(Eastern Access)

Phase 1 Primary Trip Distribution

- Departure Distribution

- Arrival Distribution

Legend

12%

(12%)

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NA SS O C IA T ES


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Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

AR

P A

ccess

Sunoco D

wy

17%

2%

8%

8%

15%

3%

4%

34%

9%

35%

[81] (183) 7227%

27%27%

(43

%)

(4%)

(53

%) (34%)

(9%)

43%

53%

9%

(9%)

(50%)

(3%)

50%

(50%)

50%

(50%)

50%

(27%)

(15%)

(42%)

(8%)

27%

(27%)

(27%)

27%

(27%)

(19%)

(8%)

19%

(17%)

(2%)

17%

(17%)

5B

(Brilliant Access)

Phase 1 Primary Trip Distribution



Legend

12%

(12%)

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Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

17% 27%

17%

10%

6%

3%

5%

1 (1) [0]

9%

(45

%)

(17

%)

(45%) + 10%

(9%)

(36%) + 10% (36%) + 10%

(31%) + 13%

(5%)

(34%)

(9%)

(27%)

9%

(9%)

34%31% + (19%)

(31%) + 19%

31% + (19%)

(31%) + 19%

31% + (16%)

(3%)

40% + (10%)

(6%)

45% + (10%)45%

(10%)(17%) 2%

17%

(17%)

(2%)

(19%)

(8%)

8%

19%

9%

Site A

ccess

(18

%)

(1%)

(19

%)

19%

(29%)

(2%)

(43%)

(4%)

4%

43%18%

29%1%



Legend

12%

(12%)

6A

(Eastern Avenue Access)

Full Development Primary Trip Distribution

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Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

AR

P A

ccess

Sunoco D

wy

17% 27%

17%

10%

6%

16%

27%3%

5%

1 (1) [0]

9%

(45

%)

(17

%)

(45%) + 10%

(9%)

(36%) + 10% (36%) + 10%

(31%) + 13%

(5%)

20%

(27%)

(2%)

(34%)

(9%)

(27%)

(16

%)

(2%)

(20

%)

9%

(9%)

2%

2%

29% + (19%)

(1%)

(29%) 19%

(2%)

1%

2%

31% + (19%)

(31%) + 19%

31% + (19%)

(31%) + 19%

31% + (16%)

(3%)

40% + (10%)

(6%)

45% + (10%)45%

(10%)(17%) 2%

17%

(17%)

(2%)

(19%)

(8%)

8%

19%

9%

34%



Legend

12%

(12%)

6B

(Brilliant Avenue Access)

Full Development Primary Trip Distribution

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Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

Sunoco D

wy

47

%)

47

%] (

47

%[

53

%)

43

%] (

53

%[

[47%] (47%) 47%

[-47%] (-47%) -47%

53% (53%) [53%]

-53% (-53%) [-53%]

12%

(12%)

[12%]

12%

)12%(

]12%[ - Saturday Departure Distribution

- P.M. Departure Distribution

- A.M. Departure Distribution

- Saturday Arrival Distribution

- P.M. Arrival Distribution

- A.M. Arrival Distribution

Legend

7A


Phase 1 Pass-By Distribution

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

AR

P A

ccess

Sunoco D

wy

[47%] (43%) 48%

[-47%] (-43%) -48%

52% (57%) [53%]

-52% (-57%) [-53%]

48

%)

43

%] (

47

%[

52

%)

47

%] (

53

%[

12%

(12%)

[12%]

12%

)12%(







Legend


Phase 1 Pass-By Distribution

7B

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

48% (50%) [51%]

-48% (-50%) [-51%]

[49%] (50%) 52%

[-49%] (-50%) -52%

47

%)

47

%] (

47

%[

53

%)

53

%] (

53

%[

53% (53%) [53%]

-53% (-53%) [-53%]

[47%] (47%) 47%

[-47%] (-47%) -47%

Site A

ccess

12%

(12%)

[12%]

12%

)12%(







Legend


Full Development Pass-By Distribution

8A

52

%)

50

%] (

49

%[

48

%)

50

%] (

51

%[

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

AR

P A

ccess

Sunoco D

wy

52% (57%) [53%]

-52% (-57%) [-53%]

[47%] (43%) 48%

[-47%] (-43%) -48%

48

%)

43

%] (

47

%[

52

%)

47

%] (

53

%[

48% (50%) [51%]

-48% (-50%) [-51%]

[49%] (50%) 52%

[-49%] (-50%) -52%

12%

(12%)

[12%]

12%

)12%(







Legend

8B

52

%)

50

%] (

49

%[

48

%)

50

% (

51

%]

[


Full Development Pass-By Distribution

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118123

(123)




Legend

[23] (26) 21

27 (20) [21] 2 (3) [3]

27 (20) [21]

3 (2) [2]

[23] (26) 21 [26] (29) 23

10 (12) [1

1]

30 (22) [23]

13 (9) [10]

[37] (41) 33

43 (31) [33]

[37] (41) 33 [37] (41) 33

[37] (41) 33

43 (31) [33]

43 (31) [33]

[37] (41) 33

10 (12) [1

0]

43 (31) [33]

24 (17) [19]

[47] (53) 43

67 (48) [52]

12 (9) [10]

[20] (22

) 19[67] (75) 62

79 (57) [62]

[67] (75) 62

79 (57) [62]

[67] (75) 62

55 (65) [59]

7 (10) [8]

[56] (5

3) 70

[7] (7) 9

[62] (5

7) 79 [47] (44) 59

[9] (9) 11

9 (9) [9]

46 (56) [50]

[43] (40) 54

[4] (4) 5

4 (5) [4]

42 (51) [46]

[4] (4) 5

[4] (4) 5

4 (5) [4]

4 (4) [4]

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

Site A

ccess

MA

TC

H LIN

EM

AT

CH LIN

E

9A



Phase 1 Primary

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

AR

P A

ccess

Sunoco D

wy

123

(123)




Legend

[23] (26) 21

27 (20) [21]

[23] (26) 21

2 (3) [3]

27 (20) [21]

3 (2) [2]

[26] (29) 23

10 (12) [1

1]

30 (22) [23]

13 (9) [10]

[37] (41) 33

43 (31) [33]

[37] (41) 33

43 (31) [33]

[37] (41) 33

43 (31) [33]

[37] (41) 33 [37] (41) 33

10 (12) [1

0]

43 (31) [33]

24 (17) [19]

[47] (53) 43

67 (48) [52]

12 (9) [10]

[20] (22

) 19[67] (75) 62

79 (57) [62]

[67] (75) 62

79 (57) [62]

[67] (75) 62

79 (57) [62]

5 (4) [4]

4 (5) [4]

[71] (80) 66

12 (14) [1

3]

46 (56) [50]

[47] (4

4) 59

[12] (1

2) 15

[66] (6

1) 84 [43] (40) 54

[4] (4) 5

4 (5) [4]

42 (51) [46]

[4] (4) 5

[4] (4) 5

4 (5) [4]

4 (4) [4]

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

9B



Phase 1 Primary

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118123

(123)




Legend

-1 (-1) [0] -1 (-1) [0] -1 (-1) [0]

-1 (-1) [0]

-1 (-1) [0]

-1 (-1) [0]

-1 (-1) [0] -1 (-1) [0] -1 (-1) [0] -1 (-1) [0]

[3] (3) 2

[-3] (-3) -2

3 (3) [3]

-3 (-3) [-3]

[2] (2) 2

[3] (2) 2 [-1] (-1) 0 [-1] (-1) 0

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

Site A

ccess

MA

TC

H LIN

EM

AT

CH LIN

E

10A



Phase 1 Pass-By

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

AR

P A

ccess

Sunoco D

wy

123

(123)




Legend

-1 (-1) [0] -1 (-1) [0] -1 (-1) [0]

-1 (-1) [0]

-1 (-1) [0]

-1 (-1) [0]

-1 (-1) [0]

-1 (-1) [0] -1 (-1) [0] -1 (-1) [0] -1 (-1) [0]

[3] (3) 2

[-3] (-3) -2

3 (3) [3]

-3 (-3) [-3]

[2] (2) 2

[3] (2) 2 [-1] (-1) 0

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

10B



Phase 1 Pass-By

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118123

(123)




Legend

[23] (26) 21

26 (19) [21]

[23] (26) 21

2 (3) [3]

26 (19) [21]

3 (2) [2]

[26] (29) 23

10 (12) [1

1]

29 (21) [23]

13 (9) [10]

[37] (41) 33 [37] (41) 33 [37] (41) 33

[37] (41) 33

42 (30) [33]

42 (30) [33]

42 (30) [33]

[37] (41) 33

10 (12) [1

0]

42 (30) [33]

24 (17) [19]

[47] (53) 43

66 (47) [52]

12 (9) [10]

[20] (22

) 19[67] (75) 62

78 (56) [62] 78 (56) [62]

[67] (75) 62

7 (10) [8]

[70] (78) 64

[-3] (-3) -2

58 (68) [62]

-3 (-3) [-3]

[58] (5

5) 72

[7] (7) 9

[65] (5

9) 81 [46] (43) 59

[9] (9) 11

9 (9) [9]

46 (56) [50]

[44] (39) 54

[4] (4) 5

42 (51) [46]

4 (5) [4]

[4] (4) 5

[4] (4) 5

4 (5) [4]

4 (4) [4]

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

Site A

ccess

MA

TC

H LIN

EM

AT

CH LIN

E

11A



Phase 1 Total

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

AR

P A

ccess

Sunoco D

wy

123

(123)




Legend

[23] (26) 21

26 (19) [21] 2 (3) [3]

[23] (26) 21

0 (0) [0]

26 (19) [21]

3 (2) [2]

10 (12) [1

1]

29 (21) [23]

13 (9) [10]

[26] (29) 23

[37] (41) 33

42 (30) [33]

[37] (41) 33 [37] (41) 33

42 (30) [33]

42 (30) [33]

[37] (41) 33 [37] (41) 33

10 (12) [1

0]

42 (30) [33]

24 (17) [19]

[47] (53) 43

66 (47) [52]

12 (9) [10]

[20] (22

) 19[67] (75) 62

78 (56) [62]

[67] (75) 62 [67] (75) 62

4 (5) [4]

78 (56) [62]

5 (4) [4]

12 (14) [1

3]

49 (59) [53]

-3 (-3) [-3]

[74] (83) 68

[-3] (-3) -2

[49] (4

6) 61

[12] (1

2) 15

[69] (6

3) 86 [42] (39) 54

[4] (4) 5

4 (5) [4]

42 (51) [46]

[4] (4) 5

[4] (4) 5

4 (5) [4]

4 (4) [4]

78 (56) [62]

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

11B



Phase 1 Total

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

123

(123)




Legend

62 (76) [47] 8 (7) [7]

62 (76) [47]

7 (8) [5]

[50] (59) 72 [58] (66) 80

34 (28) [2

4]

69 (84) [52]

29 (35) [22]

[20] (22

) 19

[56] (5

3) 70

[7] (7) 9

[62] (5

7) 79

Site A

ccess



Full Development Primary

12A

[50] (59) 72

[44] (53) 81

[37] (41) 33 [148] (279) 185

262 (171) [148]

[23] (49) 32

[125] (230) 153 [125] (230) 153

10 (12) [1

0]

24 (16) [1

2]

238 (155) [136]

24 (17) [19] 45 (30) [2

4]

[123] (216) 147

[12] (26) 16

9 (5) [5]

220 (146) [136]

[138] (228) 160

[5] (10) 6

[138] (228) 160

220 (146) [136]

7 (10) [8]

9 (6) [5]

30 (21) [1

9]

[81] (94) 114

98 (119) [74]

[111] (2

38) 152

[41] (8

8) 55

219 (140) [115]

43 (31) [33]

166 (65) [65]

12 (9) [10]

55 (65) [59]

132 (83) [69]

[67] (75) 62

[67] (144) 92

[4] (9) 6

[104] (165) 136

[19] (32) 26

157 (127) [109]

13 (11) [9]

[95] (151) 125

[9] (14) 11

144 (116) [100]

[9] (14) 11

13 (11) [9]

13 (9) [9]

[9] (1

4) 11

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

62 (76) [47] 8 (7) [7]

62 (76) [47]

7 (8) [5]

[50] (59) 72 [58] (66) 80

34 (28) [2

4]

69 (84) [52]

29 (35) [22]

[20] (22

) 19

[50] (59) 72

[44] (53) 81

[37] (41) 33 [148] (279) 185

262 (171) [148]

[23] (49) 32

[125] (230) 153 [125] (230) 153

10 (12) [1

0]

24 (16) [1

2]

238 (155) [136]

24 (17) [19] 45 (30) [2

4]

[123] (216) 147

[12] (26) 16

9 (5) [5]

220 (146) [136]

[138] (228) 160

[5] (10) 6

[138] (228) 160

220 (146) [136]

[81] (94) 114

98 (119) [74]

[111] (2

38) 152

[41] (8

8) 55

219 (140) [115]

43 (31) [33]

166 (65) [65]

12 (9) [10] 13 (11) [9]

[95] (151) 125

[9] (14) 11

144 (116) [100]

[9] (14) 11

13 (11) [9]

13 (9) [9]

[9] (1

4) 11

123

(123)




Legend

12B



Full Development Primary

AR

P A

ccess

Sunoco D

wy

[47] (4

4) 59

[12] (1

2) 15

[66] (6

1) 84

4 (5) [4]

9 (6) [5]

211 (140) [131]

5 (4) [4]

[134] (219) 154

[4] (9) 6

[71] (80) 66

[57] (121) 77

[10] (23) 15

12 (14) [1

3]

21 (12) [1

0]

46 (56) [50]

111 (71) [59]

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

123

(123)




Legend

13A



Full Development Pass-By

-1 (-2) [0] -1 (-2) [0] -1 (-2) [0]

-1 (-2) [0] -1 (-1) [0]

-1 (-1) [0] -1 (-1) [0] -1 (-1) [0] -1 (-1) [0]

[3] (3) 2

[-4] (-4) -3

3 (3) [3]

-3 (-3) [-3]

[2] (2) 2

[3] (2) 2 [-2] (-2) -1 [-2] (-2) -1

Site A

ccess

[2] (2) 2

[3] (2) 2[3] (3) 3

[-3] (-3) -3

2 (3) [3]

-3 (-4) [-3]

[-1] (-1) -1

[-1] (-1) -1 [-1] (-1) -1

[-1] (-1) -1 [-1] (-1) -1 [-1] (-1) -1

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

AR

P A

ccess

Sunoco D

wy

-1 (-1) [0]

[3] (3) 2

[-4] (-4) -3

3 (3) [3]

-3 (-3) [-3]

[2] (2) 2

[3] (2) 2

13B[123]

123

(123)

- Saturday Peak Hour Traffic Volumes



Legend



Full Development Pass-By

-1 (-2) [0] -1 (-2) [0] -1 (-2) [0]

-1 (-2) [0] -1 (-1) [0]

-1 (-1) [0] -1 (-1) [0] -1 (-1) [0] -1 (-1) [0]

[-2] (-2) -1

[2] (2) 2

[3] (2) 2[3] (3) 3

[-3] (-3) -3

2 (3) [3]

-3 (-4) [-3]

[-1] (-1) -1

[-1] (-1) -1 [-1] (-1) -1

[-1] (-1) -1 [-1] (-1) -1 [-1] (-1) -1 [-1] (-1) -1

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118123

(123)




Legend

[124] (229) 152

[23] (49) 32

[124] (229) 152

10 (12) [1

0]

24 (16) [1

2]

237 (154) [136]

24 (17) [19]

[122] (215) 146

[12] (26) 16

45 (30) [2

4]

216 (141) [131]

12 (9) [10]

[20] (22

) 19

9 (5) [5]

[137] (227) 159

[5] (10) 6

219 (145) [136]

[137] (227) 159

219 (145) [136]

[147] (278) 184

261 (170) [148]

[50] (59) 72

61 (74) [47]

[50] (59) 72

8 (7) [7]

61 (74) [47]

7 (8) [5]

[57] (66) 80

34 (28) [2

4]

68 (82) [52]

29 (35) [22]

[81] (94) 114

97 (117) [74]

[47] (56) 84

[34] (38) 30

221 (143) [118]

40 (27) [30]

[113] (2

40) 154

[44] (9

0) 57

7 (10) [8]

9 (6) [5]

58 (68) [62]

129 (80) [66]

[58] (5

5) 72

[7] (7) 9

[65] (5

9) 81

[70] (78) 64

[63] (140) 89

[4] (9) 6

[102] (163) 135

[19] (32) 26

30 (21) [1

9]

157 (127) [109]

[95] (149) 124

[9] (14) 11

13 (11) [9]

144 (116) [100]

[9] (1

4) 11

[9] (14) 11

13 (11) [9]

13 (9) [9]

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

Site A

ccess

MA

TC

H LIN

EM

AT

CH LIN

E

14A



Full Development Total Site

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

[124] (229) 152

AR

P A

ccess

Sunoco D

wy

[147] (278) 184

261 (170) [148]

123

(123)




Legend

[50] (59) 72

61 (74) [47]

[50] (59) 72

8 (7) [7]

61 (74) [47]

7 (8) [5]

[57] (66) 80

34 (28) [2

4]

68 (82) [52]

29 (35) [22]

[81] (94) 114

97 (117) [74]

[47] (56) 84

[34] (38) 30

221 (143) [118]

40 (27) [30]

[113] (2

40) 154

[44] (9

0) 57

[23] (49) 32

[124] (229) 152

10 (12) [1

0]

24 (16) [1

2]

237 (154) [136]

24 (17) [19]

[122] (215) 146

[12] (26) 16

45 (30) [2

4]

216 (141) [131]

12 (9) [10]

[20] (22

) 19

9 (5) [5]

[137] (227) 159

[5] (10) 6

219 (145) [136]

[137] (227) 159

219 (145) [136]

[133] (218) 153

[4] (9) 6

4 (5) [4]

9 (6) [5]

210 (139) [131]

5 (4) [4]

[74] (83) 68

[53] (117) 74

[10] (23) 15

12 (14) [1

3]

21 (12) [1

0]

49 (59) [53]

108 (68) [56]

[49] (4

6) 61

[12] (1

2) 15

[69] (6

3) 86 [93] (149) 124

[9] (14) 11

144 (116) [100]

13 (11) [9]

[9] (1

4) 11

[9] (14) 11

13 (11) [9]

13 (9) [9]

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

14B



Full Development Total Site

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

[423] (3

88) 284

[114] (135) 207

[311] (499) 276 [311] (499) 276

364 (400) [355]

403 (422) [425]

[142] (1

44) 147

[8] (8) 3

River

Ave

Sunoco D

wy

123

(123)




Legend

[377] (521) 427

491 (520) [497]483 (470) [468]

[358] (496) 404

17 (19) [1

2]

1 (0) [0]

35 (24) [1

4]

1 (1) [2]

515 (349) [390]

[1] (2) 0

[1] (2) 2[4] (0) 2

[340] (520) 282

16 (30) [2

3]

1 (1) [4]

35 (27) [1

6]

3 (7) [10]

414 (315) [231]

1 (15) [7]

[5] (1

3) 3

[1] (0) 0

[10] (6) 4

[22] (16) 1

[231] (574) 239

[3] (4) 3

168 (106) [1

27]

0 (1) [2]

32 (32) [1

8]

2 (0) [0]

394 (509) [354]

19 (46) [25]

[0] (1) 2

[0] (0) 0

[1] (4) 0

[0] (1) 1

[238] (447) 253

[14] (26) 17

39 (43) [3

5]

16 (25) [1

7]

[10] (5) 1

[361] (559) 420

[9] (1

2) 5

[5] (7) 7

7 (5) [12]

396 (553) [334] 9 (17) [3

3]

11 (15) [1

2]

120 (232) [1

46]

129 (86) [7

6]

[377] (541) 328

[81] (183) 72

1 (1) [0]

100 (122) [1

06]

668 (689) [709]

86 (147) [203] 9 (9) [1

5]

71 (53) [3

2]

672 (765) [846]

10 (12) [12]

[781] (815) 585

[31] (98) 8

23 (38) [3

6]

140 (60) [6

2]

553 (708) [792]

14 (38) [34]

[724] (691) 551

[72] (123) 40

6 (16) [2

0]

1 (0) [2]

40 (59) [4

2]

2 (2) [4]

542 (680) [712]

13 (22) [31]

[2] (1) 0

[0] (0) 0

[4] (0) 4

[19] (20) 7

[627] (740) 499

[27] (37) 25

19 (30) [2

4]

1 (0) [0]

57 (52) [3

9]

19 (21) [11]

448 (832) [677]

25 (26) [31]

[30] (3

7) 6

[0] (0) 0

[25] (2

9) 30

56 (110) [1

14]

95 (113) [6

2]

395 (758) [693]

56 (102) [101]

[603] (607) 375

[32] (69) 71

[27] (28) 8

[37] (42) 41

153 (167) [1

84]

19 (25) [2

1]

[36] (19) 51

[600] (630) 416

[38] (51) 30

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E


2017 Opening Year No Build Conditions

15

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

River

Ave

123

(123)




Legend

-1 (0) [0]

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

Site A

ccess

MA

TC

H LIN

EM

AT

CH LIN

E

Access Peak Hour Traffic Volumes

Rerouted River Avenue to Eastern Avenue

16

-19 (-21) [-11]

19 (21) [11]

[-30] (-37) -6

[0] (0) 0

[-25] (-29) -3

0

[-36] (-19) -51

[34] (38) 6

19 (21) [11]

-30 (-29) [-25]

-1 (-1) [-1]

-2 (-1) [-1]

3 (1) [1]

[32] (19) 51

[-32] (-19) -51

[30] (3

7) 6

[1] (1) 1

[25] (2

9) 30

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

River

Ave

Sunoco D

wy

123

(123)




Legend

1 (0) [2]

-1 (0) [-2]

-2 (-2) [-4]

6 (2) [16]

[-1] (-1) 0

[0] (0) 0

[-4] (0) -4

[-19] (-20) -7

[19] (20) 7

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E


Elimination of Sunoco

17

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

River

Ave

-19 (-21) [-11]

30 (29) [25]

AR

P A

ccess

Sunoco D

wy

19 (21) [11]

-19 (-21) [-11]

[30] (3

7) 6

[0] (0) 0

[25] (2

9) 30

[36] (19) 51

[-30] -37) -6[-36] (-19) -51

[36] (19) 51

[-30] (-37) -6

[-25] (-29) -3

0

18

Access Peak Hour Traffic Volumes

Rerouted River Avenue to Brilliant Avenue

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

[146] (1

48) 152

[8] (8) 3

123

(123)




Legend

[848] (890) 647

[31] (98) 8

9 (9) [1

5]

71 (53) [3

2]

750 (821) [908]

10 (12) [12]

[791] (766) 613

[72] (123) 40

23 (38) [3

6]

140 (60) [6

2]

631 (764) [854]

14 (38) [34]

[443] (4

10) 303

[114] (135) 207

[348] (540) 309 [348] (540) 309

406 (430) [388]

427 (439) [444]130 (244) [1

56]

129 (86) [7

6]

[424] (594) 371

[81] (183) 72

1 (1) [0]

100 (122) [1

06]

734 (736) [761]

98 (156) [213]

[414] (562) 460

533 (550) [530]525 (500) [501]

[395] (537) 437

17 (19) [1

2]

1 (0) [0]

35 (24) [1

4]

1 (1) [2]

541 (368) [411]

[1] (2) 0

[1] (2) 2[4] (0) 2

[363] (546) 303

18 (33) [2

6]

1 (1) [4]

35 (27) [1

6]

3 (7) [10]

440 (334) [252]

4 (17) [9]

[5] (1

3) 3

[1] (0) 0

[10] (6) 4

[22] (16) 1

[254] (600) 260

[3] (4) 3

178 (118) [1

38]

0 (1) [2]

32 (32) [1

8]

2 (0) [0]

423 (530) [377]

32 (55) [35]

[0] (1) 2

[0] (0) 0

[1] (4) 0

[0] (1) 1

[264] (476) 276

[14] (26) 17

39 (43) [3

5]

16 (25) [1

7]

[10] (5) 1

[398] (600) 453

7 (5) [12]

438 (583) [367]

[9] (1

2) 5

[5] (7) 7

9 (17) [3

3]

11 (15) [1

2]

5 (15) [2

1]

10 (11) [9]

40 (59) [4

2]

77 (89) [73]

515 (650) [700]

12 (21) [30]

[89] (9

2) 78

[8] (8) 10

[90] (8

8) 111

[106] (97) 115

[607] (738) 453

[27] (37) 25

[680] (711) 481

[47] (60) 41

19 (30) [2

4]

66 (61) [4

8]

513 (909) [738]

25 (26) [31]

[647] (646) 429

[36] (73) 76

56 (110) [1

14]

99 (118) [6

6]

437 (809) [739]

56 (102) [101]

[27] (28) 8

[41] (46) 46

157 (172) [1

88]

23 (29) [2

5]

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

Site A

ccess

MA

TC

H LIN

EM

AT

CH LIN

E



2017 Opening Year Build Conditions

19

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

[443] (4

10) 303

[114] (135) 207

[348] (540) 309 [348] (540) 309

406 (430) [388]

427 (439) [444]

AR

P A

ccess

Sunoco D

wy

123

(123)




Legend

[414] (562) 460

533 (550) [530]525 (500) [501]

[395] (537) 437

17 (19) [1

2]

1 (0) [0]

35 (24) [1

4]

1 (1) [2]

541 (368) [411]

[1] (2) 0

[1] (2) 2[4] (0) 2

[363] (546) 303

18 (33) [2

6]

1 (1) [4]

35 (27) [1

6]

3 (7) [10]

440 (334) [252]

4 (17) [9]

[5] (1

3) 3

[1] (0) 0

[10] (6) 4

[22] (16) 1

[254] (600) 260

[3] (4) 3

178 (118) [1

38]

0 (1) [2]

32 (32) [1

8]

2 (0) [0]

423 (530) [377]

32 (55) [35]

[0] (1) 2

[0] (0) 0

[1] (4) 0

[0] (1) 1

[264] (476) 276

[14] (26) 17

39 (43) [3

5]

16 (25) [1

7]

[10] (5) 1

[398] (600) 453

7 (5) [12]

438 (583) [367]

[9] (1

2) 5

[5] (7) 7

9 (17) [3

3]

11 (15) [1

2]

130 (244) [1

56]

129 (86) [7

6]

[424] (594) 371

[81] (183) 72

1 (1) [0]

100 (122) [1

06]

734 (736) [761]

98 (156) [213]

[848] (890) 647

[31] (98) 8

9 (9) [1

5]

71 (53) [3

2]

750 (821) [908]

10 (12) [12]

[791] (766) 613

[72] (123) 40

23 (38) [3

6]

140 (60) [6

2]

631 (764) [854]

14 (38) [34] 10 (21) [2

4]

1 (0) [2]

40 (59) [4

2]

2 (2) [4]

620 (736) [774]

18 (26) [35]

[2] (1) 0

[0] (0) 0

[4] (0) 4

[19] (20) 7

[694] (815) 561

[27] (37) 25

19 (30) [2

4]

13 (14) [1

3]

57 (52) [3

9]

68 (80) [64]

445 (829) [674]

25 (26) [31]

[79] (8

3) 67

[12] (1

2) 15

[94] (9

2) 116

[110] (102) 119

[597] (627) 414

[38] (51) 30

[645] (646) 429

[36] (73) 76

437 (809) [739]

56 (102) [101]56 (110) [1

14]

99 (118) [6

6] [1

46] (1

48) 152

[8] (8) 3[27] (28) 8

[41] (46) 46

157 (172) [1

88]

23 (29) [2

5]

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

20



2017 Opening Year Build Conditions

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

[462] (4

24) 309

[125] (148) 227

[339] (545) 299 [339] (545) 299

396 (437) [387]

440 (461) [465]

[155] (1

57) 160

[9] (9) 3

River

Ave

Sunoco D

wy

123

(123)




Legend

[410] (569) 465

536 (568) [542]527 (513) [510]

[389] (542) 440

19 (21) [1

3]

1 (0) [0]

39 (27) [1

5]

1 (1) [2]

563 (381) [426]

[1] (2) 0

[1] (2) 2[4] (0) 2

[371] (569) 307

17 (33) [2

5]

1 (1) [4]

39 (30) [1

8]

3 (8) [11]

452 (344) [252]

1 (16) [8]

[6] (1

4) 3

[1] (0) 0

[11] (7) 4

[24] (18) 1

[252] (627) 260

[3] (4) 3

183 (116) [1

39]

0 (1) [2]

35 (35) [2

0]

2 (0) [0]

430 (556) [386]

21 (51) [27]

[0] (1) 2

[0] (0) 0

[1] (4) 0

[0] (1) 1

[260] (488) 276

[15] (29) 19

43 (48) [3

9]

18 (28) [1

9]

[11] (6) 1

[393] (610) 457

[10] (1

3) 6

[6] (8) 8

8 (6) [13]

432 (603) [364] 10 (19) [3

6]

12 (17) [1

3]

131 (254) [1

60]

141 (94) [8

3]

1 (1) [0]

109 (134) [1

16]

728 (752) [774]

94 (160) [222] 10 (10) [1

7]

77 (57) [3

5]

732 (835) [923]

11 (13) [13]

[851] (890) 636

[34] (107) 9

25 (42) [4

0]

154 (65) [6

7]

603 (773) [864]

15 (42) [38]

[789] (754) 599

[78] (135) 44

6 (18) [2

2]

1 (0) [2]

44 (64) [4

6]

2 (2) [4]

591 (742) [777]

14 (24) [34]

[2] (1) 0

[0] (0) 0

[4] (0) 4

[19] (20) 7

[683] (807) 542

[30] (41) 28

21 (33) [2

7]

1 (0) [0]

62 (56) [4

3]

19 (21) [11]

490 (909) [740]

28 (29) [34]

[30] (3

7) 6

[0] (0) 0

[25] (2

9) 30

[36] (19) 51

[656] (688) 455

[42] (55) 33

61 (120) [1

25]

104 (123) [6

7]

431 (827) [757]

61 (112) [111]

[657] (662) 410

[35] (75) 77

167 (182) [2

01]

21 (28) [2

3]

[30] (31) 9

[41] (46) 45

[410] (590) 356

[88] (200) 78

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E


2026 Horizon Year No Build Conditions

21

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118123

(123)




Legend

[482] (4

46) 328

[148] (197) 259

[463] (774) 451 [463] (774) 451

633 (591) [523]

464 (478) [484]

944 (893) [905]

106 (169) [232]141 (266) [1

70]

165 (110) [9

5]

[532] (805) 502

[100] (226) 94

1 (1) [0]

154 (164) [1

40]

[988] (1117) 795

[39] (117) 15

10 (10) [1

7]

86 (62) [4

0]

951 (980) [1059]

11 (13) [13]

[926] (981) 758

[78] (135) 44

25 (42) [4

0]

154 (65) [6

7]

822 (918) [1000]

15 (42) [38]

229 (149) [131]

472 (630) [394]

[557] (847) 649

797 (738) [690]624 (630) [584]

[470] (636) 554

19 (21) [1

3]

1 (0) [0]

39 (27) [1

5]

1 (1) [2]

624 (455) [473]

[1] (2) 0

[1] (2) 2[4] (0) 2

[421] (628) 379

25 (40) [3

2]

1 (1) [4]

39 (30) [1

8]

3 (8) [11]

513 (418) [299]

8 (24) [13]

[6] (1

4) 3

[1] (0) 0

[11] (7) 4

[24] (18) 1

[302] (686) 332

[3] (4) 3

217 (144) [1

63]

0 (1) [2]

35 (35) [2

0]

2 (0) [0]

498 (638) [438]

50 (86) [49]

[0] (1) 2

[0] (0) 0

[1] (4) 0

[0] (1) 1

[317] (554) 356

[15] (29) 19

43 (48) [3

9]

18 (28) [1

9]

[58] (62) 85

[427] (648) 487

[123] (2

53) 160

[50] (9

8) 65

10 (19) [3

6]

12 (17) [1

3]

5 (17) [2

3]

10 (11) [9]

53 (70) [5

1]

77 (89) [73]

696 (795) [834]

13 (23) [33]

[89] (9

2) 78

[8] (8) 10

[90] (8

8) 111

[106] (97) 115

[729] (948) 587

[34] (50) 34

[792] (889) 596

[61] (87) 59

21 (33) [2

7]

92 (77) [6

2]

666 (1057) [860]

28 (29) [34]

[752] (811) 534

[44] (89) 88

61 (120) [1

25]

117 (134) [7

6]

575 (943) [857]

61 (112) [111]

[30] (31) 9

[50] (60) 56

180 (193) [2

10]

34 (37) [3

2]

[164] (1

71) 171

[9] (9) 3

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

Site A

ccess

MA

TC

H LIN

EM

AT

CH LIN

E



2026 Horizon Year Build Conditions

22

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

[482] (4

46) 328

[148] (197) 259

[463] (774) 451 [463] (774) 451

633 (591) [523]

464 (478) [484]

944 (893) [905]

106 (169) [232]

229 (149) [131]

472 (630) [394]

[164] (1

71) 171

[9] (9) 3

AR

P A

ccess

Sunoco D

wy

123

(123)




Legend

[557] (847) 649

797 (738) [690]624 (630) [584]

[470] (636) 554

19 (21) [1

3]

1 (0) [0]

39 (27) [1

5]

1 (1) [2]

624 (455) [473]

[1] (2) 0

[1] (2) 2[4] (0) 2

[421] (628) 379

25 (40) [3

2]

1 (1) [4]

39 (30) [1

8]

3 (8) [11]

513 (418) [299]

8 (24) [13]

[6] (1

4) 3

[1] (0) 0

[11] (7) 4

[24] (18) 1

[302] (686) 332

[3] (4) 3

217 (144) [1

63]

0 (1) [2]

35 (35) [2

0]

2 (0) [0]

498 (638) [438]

50 (86) [49]

[0] (1) 2

[0] (0) 0

[1] (4) 0

[0] (1) 1

[317] (554) 356

[15] (29) 19

43 (48) [3

9]

18 (28) [1

9]

[58] (62) 85

[427] (648) 487

[123] (2

53) 160

[50] (9

8) 65

10 (19) [3

6]

12 (17) [1

3]

141 (266) [1

70]

165 (110) [9

5]

[532] (805) 502

[100] (226) 94

1 (1) [0]

154 (164) [1

40]

[988] (1117) 795

[39] (117) 15

10 (10) [1

7]

86 (62) [4

0]

951 (980) [1059]

11 (13) [13]

[926] (981) 758

[78] (135) 44

25 (42) [4

0]

154 (65) [6

7]

822 (918) [1000]

15 (42) [38] 10 (23) [2

6]

1 (0) [2]

53 (70) [5

1]

2 (2) [4]

801 (881) [908]

19 (28) [38]

[2] (1) 0

[0] (0) 0

[4] (0) 4

[19] (20) 7

[816] (1025) 695

[34] (50) 34

21 (33) [2

7]

13 (14) [1

3]

83 (68) [5

3]

68 (80) [64]

598 (977) [796]

28 (29) [34]

[79] (8

3) 67

[12] (1

2) 15

[94] (9

2) 116

[110] (102) 119

[709] (805) 529

[52] (78) 48

[750] (811) 534

[44] (89) 88

61 (120) [1

25]

117 (134) [7

6]

575 (943) [857]

61 (112) [111]

[30] (31) 9

[50] (60) 56

180 (193) [2

10]

34 (37) [3

2]

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

23



2026 Horizon Year Build Conditions

MIOST00 - 15118

SCALE: 1" = 50'

24

CTZ

MDS

7/15/16

EA

ST

ER

N

AV

EN

UE

N

FREEPORT ROAD

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Freeport Eastern.d

gn

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

FREEPORT ROAD

A SS O C IA T ES


s



LEGAL RIGHT-OF-WAY LINE


44'



Eastern Avenue Access

Phase 1 Recommendations

TURN LANE

ADD 170' LEFT

TO EXISTING PAINT

MATCH PAINT LINES

LEFT TURN LANE

MAINTAIN EXISTING

TURN LANE

ADD 220' RIGHT

(COORDINATE)

WITH TRAIN PREEMPTION

3 PHASE SIGNAL

PROPOSED

SCALE: 1" = 50'

N

MIOST00 - 15118

25

JAB

CAJ

6/28/16

FREEPORT STREET

BRI

LLI

AN

T

AV

EN

UE



44'



Brilliant Avenue Access

Phase 1 Recommendations

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Freeport Brilliant.d

gn

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

A SS O C IA T ES


s



35'TO 225'

TURN LANE FROM

LENGTHEN RIGHT

25'TO 150'

TURN LANE FROM

LENGTHEN LEFT

/RIGHT TURN LANE

ADD 225' THROUGH

TURN LANE

ADD 225'LEFT

TURN LANE

MAINTAIN LEFT

(COORDINATE)

WITH TRAiN PREEMPTION

3 PHASE SIGNAL

PROPOSED

26

MIOST00 - 15118

KBZ

SCALE: 1" = 50'

MAIN STREET

MAIN STREET

19

TH S

TR

EE

T

CAJ

6/28/16



19th Street Access

Full Development Recommendations

PL

OT

TE

D:

11/17/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Main - 19th

Concept Pla

n.d

gn

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



275' TAPER275' TAPER

CENTER SUPPORT COLUMNS

APPROX. 4' WIDE

EXISTING TUNNEL WITH

275' TAPER275' TAPER

TURN LANE

ADD 80' LEFT

TURN LANE

ADD 275' LEFT

3 PHASE SIGNAL

PROPOSED

PL

OT

TE

D:

11/18/2

016

FIL

E

NA

ME:P:\

MO

SIT

00\

15

118

47

Acre Site\

Fig

ures\

Nove

mber 2016

Fig

ures\

11-03-2016

Fig

ures.d

gn

SCALE: N.T.S.

PROJECT NO.

PROJECT:

TITLE:

FIGURE

D.B.

REV.

C.B.

NA SS O C IA T ES


s



Sharpsburg

O'Hara/Aspinwall

2nd Street

Western A

ve

Eastern A

ve

8th St

Ali St

13th St

13th St

16th St

16th St

18th St

19th St

21st St

Hig

hla

nd P

ark Bridge

Center

Ave

Brillia

nt

Ave

Delafield A

ve

MJY

MDS

MOSIT00 - 15118

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Main Street

(SR 1001)

Freeport Road

(SR 1001)

Freeport Road



SB Ramps

NB Ramps

MA

TC

H LIN

EM

AT

CH LIN

E

27

Other Recommended Mitigation

Signal By 2026

Semi-Actuated

Install 2-Phase

(Currently Warranted)

Fully Actuated Signal

Install 2-Phase

transportation impact study proposed riverfront …• trip generation of the proposed development...

Documents