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HomeMy WebLinkAboutRS- Traffic Study Waiver RequestRenton
(PRE17-000459)
WEATHERLY INN ASSISTED/MEMORY CARE
TRAFFIC IMPACT ANALYSIS - REVISED
March 2, 2018
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JTE . Jake Traffic Engineering, Inc.
Mark J. Jacobs, PE (OR and WA), PTOE, President
2614 39th Ave. SW - Seattle, WA 98116 - 2503
Tel. 206.762.1978 - Cell 206.799.5692
E-mail iaketraffic@comcast.net
RENTON. AHEAD OF THE cuR
City of 4enton
Public Works Department
JTE . Jake Traffic Engineering, Inc. .
m
hark J. Jacobs, PE, PTOE
President
2614 39th Ave. $W - Seattle, WA 98116 - 2503
Tel. 206.762.1978 - Cell 206.799.5692
E-mail jaketraffic@comcast.net
March 2, 2018
RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
401 Central St SE
Olympia, WA 98501
Re: Weatherly Inn Assisted/Memory Care - Renton (PRE17 - 000459)
Traffic Impact Analysis - Revised
Dear Mr. Durocher.
I am pleased to present this Traffic Impact Analysis - Revised for the proposed 156
unit/beds (116 Assisted Living units including 10 - two bedroom units and 30 Memory Care
beds) Assisted/Memory Care Facility. The site is located at 4500 Talbot Road South in
Renton, WA. Access to the site is via a driveway on Talbot Road S. aligned with S. 45th Place.
The refined project adds four units and is now named Weatherly Inn to what I had analyzed in
Talbot Road Assisted Memory Care Traffic Impact Analysis dated December 1, 2017. In
addition I have incorporated City comments contained in an internal City e-mail dated
January 25, 2018, copy attached.
A Pre-Application Meeting for the project was conducted August 10, 2017. Attached in the
appendix are the Transportation comments that included the requirement to conduct a
Traffic Impact Analysis. The study scope was determined pursuant my recent Renton project
experience and review of the City’s TIA Guidelines for new developments. The City peak hour
trip threshold is 20 trips. The site is projected to generate over 20 AM and PM peak hour
trips. Peak hour traffic data collected at the Talbot Rd. S. at S. 43rd St - S. Carr Rd showed
the AM peak traffic as only 65% of the PM peak traffic, thus the focus of this report is the PM
peak hour. The following intersections are studied in this report:
1. SW 43rd St-SE Carr Rd./Talbot Rd. S.
2. Site Access - S. 45th PI./Talbot Road South
I have reviewed the site and surrounding street system. The general format of this report is
to describe the proposed project, identify existing traffic conditions (baseline), project future
traffic conditions and identify Agency street/road improvements (future baseline), calculate
the traffic that would be generated by the project and then add it to the future baseline traffic
volumes. Operational analyses are used to determine the specific project traffic impact and
appropriate traffic mitigation measures to reduce the impact.
The summary, conclusions and recommendations begin on page 10 of this report.
\Vt€_*nc\C\-Project Files \20i? C?1 -Talbol Drive Assisted-Vemory Care - RJ Dcvecpmenl - Renlor \la bolRoed-AssiS’edMetnoryCare TlA-Rl.doc
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PROJECT INFORMATION
Figure 1 is a vicinity map which shows the location of the site and the surrounding street
system.
Figure 2 shows the preliminary site prepared by SCJ Alliance dated February 2018. The site
plan shows the proposed 156 room/beds Assisted/Memory Care Facility, 87 parking stalls
(including six accessible), internal circulation and access to Talbot Road South via the future
4th leg of the existing intersection at S. 45th Place.
Full development and occupancy of the proposed Weatherly Inn Assisted/Memory Care
project is anticipated to occur by 2018/2019, presuming the permits are issued in a timely
manner. However, to ensure a conservative analysis 2022 has been used as the horizon
year.
EXISTING ENVIRONMENT
Project Site
An aerial image of the project site obtained from King County IMap is depicted below.
RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -2-
Weatherly Inn Assisted/Memory Care
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The project site is currently not developed, however an existing gravel driveway exists at the
proposed site access.
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RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -3-
Street System
Figure 3 provides information on the number of travel lanes, speed limits and traffic control
on the primary streets in the site vicinity.
The primary streets within the study area and their classifications per the City of Renton
Arterial Streets per Resolution 4222 August 4, 2014 is depicted below.
---------------------------:
IRJ DEVELOPMENT
Principal Arterial
Collector
Arterial Streets
Adopted August 4, 2014
Resolution 4222
Traffic Volumes
The City of Renton Traffic Flow Mao. 2010
shows 14,400 vehicles per day (ADT) use
Talbot Road in the site vicinity; see graphic
to the right.
Figure 4 shows the existing PM peak hour
traffic volumes at the analysis streets and
intersections. Traffic Count Consultants, a
firm specializing in the collection of traffic
data, conducted PM peak period turning
movement counts at the study
intersection. The count data sheets are
attached in the appendix.
I also included data from a TMC
conducted in 2014 (Informational) on
Figure 4 at the S. 43rd. St. - S. Carr Rd. at
Talbot Road South.
CITY OF RENTON
2010
TRAFFIC FLOW MAP
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(T2,800} fV.QO
43RD ST OKR
1RJ DEVELOPMENT
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JTE, Inc.
Mark A. Sandler, President
BENCHMARK DEVELOPMENT COMPANY
March 2, 2018
Page -4-
I also had an AM peak period TMC conducted at the Talbot Rd. S. at S. 43rd St - S. Carr Road
intersection. The AM peak traffic entering the intersection is 2,552 vehicles as compared to
3,933 during the PM peak hour. The AM peak traffic is about 65% of the PM, thus this traffic
report is focused on the higher volume PM peak hour.
Alternative Transportation
I have reviewed the Metro Transit website for bus services in the vicinity of the proposed
development. The map below is taken from Metro Transit System Map. Bus route JJsJs] runs
along Talbot Rd. S. and S. Carr Rd. and route serves the S. 43rd. St. - S. Carr Road
corridor. These routes can be accessed in the vicinity of the S. 43rd. St. - S. Carr Rd. at
Talbot Rd. S. intersection within a Va mile of the site.. Further information on these routes
can be obtained from the website, http://metro.kingcountv.gov/schedules/.
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Pedestrian Facilities
Pedestrian sidewalks exist on the streets in the site vicinity.
Intersection Operations
Traffic engineers have developed criteria for intersection operations called level of service
(LOS). The LOS’s are A to F with A and B being very good and E and F being more congested.
LOS C and D correlate to busy traffic conditions with some restrictions to the ability to choose
travel speed, change lanes and the general convenience comfort and safety.
\Vte_ifK\c\-Pr».ect Fnes\2017 07* - T=Drive Assuied-Merrory Ca-e RJ Development Remon\T3ibo:Ro3<1-Assi5tedMemoiyCareTIA Rl doc
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RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -5-
The procedures in the Transportation Research Board Highway Capacity Manual. 2010 were
used to calculate the level of service at the study intersections. The following table depicts
the LOS and corresponding average delay in seconds at signalized and stop control
intersections:
Intersection
Type
Level of Service
A B C D E F
Signalized <10 >10 and <20 >20 and <35 >35 and <55 >55 and <80 >80
Stop Control <10 >10 and <15 >15 and <25 >25 and <35 >35 and <50 >50
LOS Criteria
The Transportation Element - City of
Renton Comprehensive Plan Amended
06.22.2015 identifies the City’s Level of
Service Policy, Policy T-48. The City’s
Operational LOS is depicted to the right:
LOS Analysis Software
The LOS of the study intersections were
calculated using the Synchro software
program. Table 1, located at the end of
text of the report and prior to graphics,
shows the existing LOS operations of the
study intersections. The study
intersections are operating at LOS ‘D’ and
better that meet City criteria.
Incident History
C. Operational LOS: Though the SEPA review
process, apply the following operational LOS
standard at intersections that could be
impacted by a proposed development:
1. Arterials and Collectors: Except as listed in
C.2, apply a standard of LOS D.
2. Alternative Arterial and State Route LOS:
Apply a standard of Level of Service E
Mitigated for the following:
• Specific Corridors: Carr Road, Logan
Avenue, Rainier Avenue, Grady Way,
SR 900 and SR 515.
• Centers: Renton Urban Center and
Center Village
• For the above Corridors and Centers,
Congestion should be mitigated (such
as increasing transit or other modes)
when the p.m. peak hour LOS falls
below LOS "E."
Incident data was reviewed using the WSDOT accident data portal available online at
https://remoteapps.wsdot.wa.gov/highwavsafetv/collision/data/portal/public/. This portal
was used to review incidents in the site vicinity for the years 2014 to 2016. The WSDOT
data is attached.
The arterial intersection of Talbot Road S. atS. 43rd St. - S. Carr Rd. incurred 15 incidents in
the three year time period reviewed, 2014, to 2016. One of the 2016 incidents involved a
minor injury, 8 - were possible injury and the other 6 property damage only. The calculated
accident rate at this intersection is 0.4 incidents per million entering vehicles. The rate was
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determined per million entering vehicles using a “k” factor of 10 that is that about 10% of
the daily traffic occurs during the PM peak hour.
No recorded incidents occurred at the S. 45lh PI. at Talbot Rd. S. intersection in the three
year time period reviewed.
The WSDOT 2015 Washington State Collision Data Summary identifies a collision rate of
2.481 incidents per million vehicle miles in King County. The WSDOT accident rate is per
million vehicle miles. The rates I calculated at the intersections are per million entering
vehicles.
Accident rates of less than 1 per million entering vehicles at intersections typically indicate
that the intersection is operating satisfactorily. The study intersections operate satisfactorily
with no apparent issue.
STREET IMPROVEMENT PROJECTS
The City of Renton 6 year Transportation Improvement Program. 2017 to 2022, Resolution
4293 Adopted September 12, 2016 was reviewed. A portion of TIP Map from the program is
depicted below. TIP #11, Carr Road Improvements, is noted in the vicinity of the project site.
The City description of this project is included in the Appendix of this report.
RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -6-
34
10
1'
1RJ DEVELOPMENT
HORIZON YEAR CONDITIONS “WITHOUT” THE PROJECT
Figure 5 shows the projected 2022 PM peak hour traffic volumes “without” the project.
\Vte inc\c\~PfOjcd ftes\20l7 071 - *3 bet Drive Assisted-Memory Care Rj Development - Renton\Ta;to;Road-AssistedMemoryCareTlAR3 doc
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These volumes include the existing traffic volume counts plus background growth. Figure 4
depicts a TMC conducted in 2014 (Informational) at the S. 43rd. St. - S. Carr Rd. at Talbot
Road South. Comparison of the 2014 data (3,803 entering vehicles) to the 2017 data
(3,933) indicates about a 1.2% per year growth rate.
The actual traffic growth per historical City of Renton Traffic Flow Map 2000 and 2010
indicates that traffic volumes on streets on the immediate site area are relatively stable,
Talbot Rd. S and SE Carr Road. A 2% per year growth factor is used for analysis that I believe
to be reasonably conservative based on my knowledge of the area.
TRIP GENERATION AND DISTRIBUTION
Definitions
RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -7-
A vehicle trip is defined as a single or one direction vehicle movement with either the origin
or destination (exiting or entering) inside the proposed development.
Traffic generated by development projects consists of the following types:
Pass-By Trips:
Diverted Link Trips:
Captured Trips:
Primary (New) Trips:
Trips made as intermediate stops on the way from an origin to
a primary trip destination.
Trips attracted from the traffic volume on a roadway within
the vicinity of the generator but which require a diversion from
that roadway to another roadway in order to gain access to
the site.
Site trips shared by more than one land use in a multi-use
development.
Trips made for the specific purpose of using the services of
the project.
Trio Generation
The proposed Talbot Road Assisted/Memory Care project is expected to generate the
vehicular trips during the average weekday, street traffic AM and PM street peak hours as
shown in Table 2. The trip generation for the project is calculated using trip rates from the
Institute of Transportation Engineers (ITE) Trip Generation. 10th Edition, for Assisted Living
(ITE Land Use Code 254). All site trips made by all vehicles for all purposes, including
commuter, visitor, and service and delivery vehicle trips are included in the trip generation
values.
National ITE data projects that the Weatherly Inn project would generate 30 to 41 trips
during the AM and PM street peak hours, respectively. On a daily basis about 406 net new
trips are projected.
\Vte_'f>c\c\-Pro;e=t Files\2017 071 - Talbot Drive Assisted-Memciy Care - RJDevelopment - Rciton\Ial00lRoad-AssisiedMetiioiyCaic-llA-Rl doc
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RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -8-
TABLE 2 TRIP GENERATION
TALBO f ROAD ASSIST ED/ MEMORY CARE RENTON
TRAFFIC IMPACT ANALYSIS
[ irne Period Si/e (X) TG Rate Enter %Enter Trips Exit Exit 1 rips Total{T)
Proposed: Assisted ••'Memory Care (Ift LlC 254: 156 uruts/beds)
Weekday 156 2.6 50% 202.8 50% 202.8 405.6
AM peak hour 156 0.19 63%18.7 37%11.0 29.6
PM peak hour (City) 156 0.26 38%15.4 62%25.1 40.6
Where X = units; f = trips
111 I rip Generation 10th Edition
Trip Distribution
Figure 6 shows the site generated traffic assigned to the street system. Trips to and from the
site were distributed to the surrounding street network based on the characteristics of the
network, existing traffic volume patterns, anticipated shared traffic and the location of likely
trip origins and destinations (residential, business, shopping (comparison shoppers), social
and recreational opportunities).
HORIZON YEAR CONDITIONS “WITH” THE PROJECT
Traffic Volumes
Figure 7 shows the projected 2022 PM peak hour traffic volumes “with” the proposed project
at the analysis and site access intersections. The site generated peak hour traffic volumes
shown on Figure 6 were added to the projected background traffic volumes shown on Figure
5 to obtain the Figure 7 volumes.
Level of Service
Table 1 shows the calculated LOS for the horizon year (2022) “with” and “without” project
conditions at the analysis intersections. Based on my operational analysis the analyzed
signalized intersection, S. 43rd. St. - S. Carr Rd. at Talbot Rd. S., would continue to operate at
LOS ‘D’ or better for both “with” and “without” project conditions that exceeds the City
criteria.
The Talbot Rd. S. at S. 45th PI. - Site Access intersection, the stop controlled eastbound
approach projects to operate at LOS ‘E’ without and with the project. With the required street
frontage improvements and minor striping on the west leg, to provide a separate left
turn/through and right turn approach lane, the LOS would be improved to ‘D’. See next
section.
\\Jxc_rc\c\-Pfoject rilss\20l7 O’l Taloot Drive Assated-McmcwyCare RJ Development Renton\TalbotRoad-A53 atedMemoryCare -Tl A-R1 docCOLOR COPY ONLY
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Street Frontage Improvements
RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -9-
A Conceptual Channelization plan, Figure 8C, was provided in Talbot Road Assisted Memory
Care Traffic Impact Analysis. The City indicated that the plan has merit and that further
details would be needed.
City notes from the August 10, 2017 pre-application meeting identify for a 3-lane street way,
but then indicate providing 28.5’ of paved width from the street centerline, that is for a 5-
lane street section. There is existing sidewalk along the site’s street frontage. The curb to
curb street width from Google Earth measurement tool is about 42 feet. A 42’ street width is
consistent to a 3-lane street section.
The City recently installed a sidewalk along the projects street frontage to Talbot Road South.
Talbot Road South is transitioning at S. 45th Place from a 4-lane street to the north to a 3-
lane street to the south. I believe the appropriate street frontage is to simply close the gap in
the existing street channelization. Figure 8E depicts the existing channelization and 8C
revised provides a Conceptual future channelization with the street frontage improvements
in place. The City commented to add left turn channelization to the north and south
approach legs to Talbot Road S. at the S. 45th Place intersection.
In addition, the Conceptual Plan provides for a separate right turn pocket, via a modest
restripe, on the south approach leg. Traffic volume data does not warrant the need for left
turn side street approach channelization.
Also depicted on Figure 8C are planning level dimensions. I have coordinated with the City
on the Conceptual Channelization plan depicted on 8C. The appropriate street
channelization needs to be coordinated with the City. Further refinement to the plan would
be needed if the street is widened, if this occurs I would suggest that an edge stripe be
installed in place of the existing curb line that could relocate further east.
Site Access/Circulation
The project site access on Talbot Road South is aligned with S. 45th Place and is conceptually
depicted on Figure 8C.
Site circulation was inspected and would operate satisfactorily.
AGENCY TRAFFIC IMPACT MITIGATION REQUIREMENTS
The City of Renton has a Traffic Impact Fee program per Ordinance #5670 effective January
1,2013. Renton’s TIF is based on Rate Study for Impact Fees for Transportation, Parks and
Fire Protection dated August 26, 2011. The 2017 City TIF schedule was reviewed.
The City’s TIF list does not include Assisted/Memory Care; the City used the TIF rate for
Senior Housing, see August 10, 2017 notes, that is not correct. I believe Nursing Home is a
better fit from the City’s schedule; both have similar PM peak hour trip generation rate. The
JTE, Inc.
City TIF rate per Nursing Flome Bed is $893.23. Table 3 below provides the estimated TIF for
the project.
RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -10-
TABLE 3 TRAFFIC IMPACT FEE
TALBOT ROAD ASSISTED MEMORY CARE RENTON
TRAFFIC IMPACT ANALYSIS
Use
Assisted/ Memory * *
:ily TIF/rate j Estimated I IFSize
156 $ 893.23 $139.343.88
* 201 If 2018 City of Renton Fee Schedule
** Nursing Flome, related LUC rate used
The projected TIF using the City’s rate for Nursing Flome is $139,344
SUMMARY, CONCLUSIONS AND RECOMMENDATIONS
This report analyzed the traffic impact for the proposed 156 room/beds Assisted/Memory
Care Facility. The site is located at 4500 Talbot Road South in Renton, WA. Access to the
site is via a driveway on Talbot Road S. aligned with S. 45th Place.
Existing traffic data was obtained at the street intersections identified for analysis. Future
horizon year traffic volumes were derived using a growth factor of three percent per year.
Level of service analyses were performed for existing and projected future horizon traffic
volumes during the weekday PM peak hour. The evaluation of the traffic impact of the
proposed project included adding project generated traffic to the future traffic volume
projections and calculating the level of service. The “with” project traffic operations were
then compared to the “without” project operations. The comparison of traffic operations
“with" and “without” the project identified that the project would not cause a significant
adverse affect on the operation of the study intersections. In addition, sight lines and safety
inspection were conducted at the study intersections and no apparent deficiencies were
noted.
Based on my analysis I recommend that Weatherly Inn Assisted/Memory Care be allowed
with the following traffic impact mitigation measures.
> Construct site in accordance with applicable City requirements.
> Install site access per City requirements
> Appropriate street frontage needs to be coordinated with the City. City pre
application notes do not appear consistent with the transitioning street section
noted.
> Figure 8C provides a Conceptual Channelization plan based on the street transition
and the location of the recently installed sidewalk along the site’s street frontage to
Talbot Road South. Further coordination with the City on this item is required.
\\Jie mc\c\-Pioect Fies\20l7 071 ”a fcot Dri.-e Assisted-Merrory Ca^e Sj Development - nenton\7alB3*.RDad-AssisteaMemoiyCare-TIA-Rl doc
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> Pay the appropriate Traffic Impact Fee, based on the City’s Nursing Home data and
the calculated TIF is $139,344.
If you have any questions you can contact me at 206.762.1978 or email me at
iaketraffic@comcast.com.
RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -11-
Very truly yours,
Mark J. Jacobs, PE, PTOE, President
JAKE TRAFFIC ENGINEERING, INC.
EXPIRES A-I3/Z&2-Q
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TABLE 1 - PM PEAK HOUR LEVEL OF SERVICE
TALBOT ROAD ASSISTED/MEMORY CARE - RENTON
TRAFFIC IMPACT ANALYSIS
INTERSECTION APPROACH EXISTING 2022 W/0
PROJECT 2022 W/ PROJECT
1. Talbot Rd. S. at S.
43rd St-S. Carr Rd.Overall C (34.4) D (45.6)D (47.4)
2. Talbot Rd. S. at S.
45th PI. - Site
Access
Overall
EB
WB
A (1.9)
D (29.3)
A (2.4)
E (38.6)
With
LT/TWLTL*
Restripe
west leg**
A (3.3)
E (44.5)
D (29.5)
A (2.5)
D (31.8)
D (29.5)
* - With street frontage improvements Left Turn/TWLTL channelization is provided for, see
Figure 8C Conceptual Channelization
** - Restripe west leg to provide a separate left turn/through and right turn pocket. See
Figure 8C
Number shown in parenthesis is the average control delay in seconds per vehicle for the
intersection as a whole or approach movement, which determines the LOS per the Highway
Capacity Manual.
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Project: Weatherly Inn Assisted/Memory Care - Renton
Location: 4500 Talbot Road South t
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FIGURE 1
WEATHERLY INN ASSISTED/MEMORY CARE - RENTON
TRAFFIC IMPACT ANALYSIS
Reprint in Color Only
VICINITY MAP
Project: Weatherly Inn Assisted/Memory Care - Renton
Location: 4500 Talbot Road South
NORTH
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Note: An 8.5 x 11” copy of the Site Plan is included with this Traffic Letter
JTE, Inc.
FIGURE 2
WEATHERLY INN ASSISTED/MEMORY CARE - RENTON
TRAFFIC IMPACT ANALYSIS
Reprint In Color Only
PRELIMINARY SITE PLAN
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TRAFFIC IMPACT ANALYSIS
Reprint in Color Only CONCEPTUAL CHANNELIZATION
From: Chris Barnes [mailto:CBarnes@Rentonwa.gov]
Sent: Wednesday, February 21, 2018 3:27 PM
To: 'Mark J Jacobs, PE, PTO'; Ann Fowler
Cc: Bob Mahn; 'Frank Durocher'
Subject: RE: 2017.071 - Weatherly Inn Renton - City Comments Received
Mark/Ann,
The layout sent with the email below looks good to me. Please be sure to include removal of
existing RPMs and pavement marking that conflict with the proposed layout. Proposed
marking material will have to conform with current COR standards. Thanks,
C hris M. Barnes, Sr.
Transportation Operations Manager
City of Renton, WA
Ph. No. 425-430-7220
cbarnes(5)rentonwa.gov
From: Mark J Jacobs, PE, PTO [mailto:JakeTraffic@comcast.net]
Sent: Wednesday, February 14, 2018 6:57 PM
To: jaketraffic@comcast.net; Ann Fowler
Cc: Bob Mahn; 'Frank Durocher'; Chris Barnes
Subject: RE: 2017.071 - Weatherly Inn Renton - City Comments Received
Ann
Attached is what I propose based on City feedback and the site access is a driveway not a public
street.
I tweaked the lane widths to 5’ -1T -10’ - 1T - 5’ per City. These widths work within the existing
curb to curb street width and are reasonable.
Let me know if the Refined Conceptual Channelization suffices? The detailed Channelization
Plan would be prepared by the project Civil Engineer.
Contact me with any questions/comments.
Thank you
Mark
206.762.1978 0
206.799.5692 c
As a side note: There are 116 Assisted Living Units 10 of which are 2-bedroom units + 30
Memory Care units, thus 156 beds/units.
From: iaketraffic@comcast.net [mailto:iaketraffic@comcast.net1
Sent: Wednesday, February 14, 2018 1:09 PM
To: Ann Fowler
Cc: Bob Mahn; 'Frank Durocher'; Chris Barnes
Subject: Re: 2017.071 - Weatherly Inn Renton - City Comments Received
Ann
Thank you for the City input!
I think TWLTL starting north of 45th would be better, a designated LT pocket into a low volume private
driveway may not be the best use of the center space. With a TWLTL the EB to NB LT motorists could
use the space.
City thoughts?
Mark
Cc: 'Frank Durocher'; 'Ann Fowler'
Subject: 2017.071 - Weatherly Inn Renton - City Comments Received
Bob
I received City feedback to the TIA I conducted for the Weatherly Inn Assisted/Memory Care
project. The unit count is 116 Assisted Living Units and 30 Memory Care Beds aka 146 units a
slight increase to the 142 per the site plan I had at the time of December 1,2017 report.
I’m in the process of refining the Traffic Report to incorporate City comments, the site plan
refinement and to use the recently published 10!h Edition Trip Generation. The City comments
and the use of the 10th Edition result in no material change to the analyses.
The item wanted to further dialogue on is the Street Channelization. Attached is a refined
Conceptual Channelization that incorporates City comments, except I the addition of LT
channelization on the north and south leg that is not needed based on the Traffic Volume data.<