Proposed

EAST POINT CANCER CENTER

Manchester, CT

Planning and Zoning Meeting July 20, 2015

East Point Cancer Center | Tolland Turnpike | Manchester, CT

Civil and Site

| Generator Screening

| Retaining Wall example

Traffic Study

Current Street System Characteristics

1

F2

Frederick P. Clark Associates, Inc.

2014 Existing Traffic Volumes

2

Weekday Morning Peak Hour (7:15 8:15 A.M.) F3

Note: 1- Manual Turning Movement Counts conducted by Frederick P. Clark Associates, Inc. on Wednesday , November 5, 2014 from 7:00 A.M. to 9:00 A.M. 2- Manual Turning Movement Counts were compared and adjusted to ConnDOT ATR data from January 2012.

2014 Existing Traffic Volumes

3

Weekday Afternoon Peak Hour (4:15 5:15 P.M.) F4

Note: 1- Manual Turning Movement Counts conducted by Frederick P. Clark Associates, Inc. on Wednesday, November 5, 2014 from 4:00 P.M. to 6:00 P.M. 2- Manual Turning Movement Counts were compared and adjusted to ConnDOT ATR data from January 2012.

Accident Experience Summary

4

T2

Source: Connecticut Department of Transportation Notes: The latest accident data available is from January 1, 2011 to December 31, 2013.

Frederick P. Clark Associates, Inc.

Collision Diagram State Route 30 at Tolland Turnpike

5 FA-1

Site Traffic Generation Peak Hours

6

T4

Proposed Site Access

7

F12

Frederick P. Clark Associates, Inc.

8

F13 Site Traffic Distribution

9

F15

Site Traffic Generation And Assignment Weekday Afternoon Peak Hour

Capacity Analysis Results Measure of Effectiveness (MOE) And Impact Assessment

Peak Hours

10

T5

Note: Synchro 8.0 is used for capacity analysis.

Frederick P. Clark Associates, Inc.

Architecture

| View from Parking Lot

| View from Tolland Turnpike

| Exterior Materials

Alucobond Insulated Metal Panel Silver Metallic

Exterior Glazing Vision and Spandrel

Units with blue tint Iron Spot Velour thin brick

| Proposed First Floor

| Proposed Second Floor

| Proposed Third Floor

QUESTIONS ?

Planning and Zoning Meeting July 20, 2015

Slide Number 1Slide Number 2Slide Number 3Slide Number 4Slide Number 5Slide Number 6Slide Number 7Slide Number 8Slide Number 9Slide Number 10Slide Number 11Slide Number 12Slide Number 13Slide Number 14Current Street System Characteristics2014 Existing Traffic Volumes2014 Existing Traffic VolumesAccident Experience SummaryCollision Diagram State Route 30 at Tolland TurnpikeSite Traffic Generation Peak HoursProposed Site AccessSite Traffic DistributionSite Traffic Generation And Assignment Weekday Afternoon Peak HourCapacity Analysis Results Measure of Effectiveness (MOE) And Impact Assessment Peak HoursSlide Number 25Slide Number 26Slide Number 27Slide Number 28Slide Number 29Slide Number 30Slide Number 31Slide Number 32Slide Number 33Slide Number 34