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HomeMy WebLinkAboutRS_Traffic_Impact_Analysis_180305_v2.pdfRenton
(PRET 7 - 000459)
WEATHERLY INN ASSISTED/MEMORY CARE
TRAFFIC IMPACT ANALYSIS - REVISED
March 2, 2018
JT . Jake Traffic Engineering, Inc.
Mark J. Jacobs, PE (OR and WA), PTOE, President
2614 391h Ave. SW - Seattle, WA 9811.6 - 2503
Tel. 206.762.1978 - Cell 206.799.5692
E-mail iaketraffic@comcast.net
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JT . Jake Traffic Engineering, Inc.
Mark J. Jacobs, PE (OR and WA), PTOE, President
2614 391h Ave. SW - Seattle, WA 9811.6 - 2503
Tel. 206.762.1978 - Cell 206.799.5692
E-mail iaketraffic@comcast.net
. Jake Traffic Engineering, Inc. .
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Mark J. Jacobs, PE, PTOE
President
2614 39th Ave. SW --- Seattle, WA 98116 2503
Tel. 206.762.1978 - Cell 206.799.5692
E-mail Jake traffic@ comcnt.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. 451h 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), projectfuture
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.
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JTE, Inc.
RJ DEVELOPMFNT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -2-
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
yea r.
EXISTING ENVIRONMENT
Project Site
An aerial image of the project site obtained from King County IMap is depicted below.
Weatherly Inn Assisted/Memory Care
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.
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Principal Arterial
Collector
Traffic Volumes
The City of Renton Traffic Flow Map, 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.
1 also included data from a TMC
conducted in 2014 (Informational) on
Figure 4 at the S. 431d. St. - S. Carr Rd. at
Talbot Road South.
RJ prtv�to�nreNt
Arterial Streets
Adopted August 4, 2014
Resolution 4222
CITY OF RENTON
2010
TRAFFIC FLOW MAP
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CQLOP COPY ONLY
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
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 Emruns
along Talbot Rd. S. and S. Carr Rd. and route serves the S. 431d. 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 1/4 mile of the site.. Further information on these routes
can be obtained from the website. http://metro.kingcounty.gov/schedulesZ.
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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.
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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
Signalized
Level of Service
<10 >10 and <20 >20 and <35 >35 and <55 >55 and <80 >80
EstopControl
<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 Syn chro 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
Operational LOS: Though the SEVA review
process, apply the fallowing operational LOS
standard at intersections that could be
impacted by a proposed development:
2. Arterials and Collectors: Except as listed in
C.2, apply a standard of LOS D.
2. Alternative Arterial and State Rotate LOS:
Appiy 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 ether modes)
when the p.m. peak hour LOS falls
below LCIS "E.”
Incident data was reviewed using the WSDOT accident data portal available online at
htt s: remotea-pps.wsdot,wa.p-ov/hip-hwaysafety/collision/data portal ublicThis 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. at S. 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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RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -6-
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. 45th 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.
HORIZON YEAR CONDITIONS "WITHOUT" THE PROJECT
Figure 5 shows the projected 2022 PM peak hour traffic volumes "without" the project.
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RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -7-
These volumes include the existingtraffic volume counts plus background growth. Figure 4
depicts a TMC conducted in 2014 (Informational) at the S. 431d. 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
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
Trip Generation
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.
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.
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RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -8-
b,t'rere X = Urlits, r = Trips
ITE Trate 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 forthe 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.
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c01()r[ Gary ()NI Y
TABLE 2 TRIP GENERATION
TAL801 ROAD ASSISTED/MEMORY CARE RENTON
TWFIC IMPACT ANALYSIS
E irn� Feriocl
SIze (x)
I TG Rates
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ITE Trate 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 forthe 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.
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c01()r[ Gary ()NI Y
RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -9-
Street Fronts e Improvements
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
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RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -10-
City TIF rate per Nursing Home Bed is $893.23. Table 3 below provides the estimated TIF for
the project.
TABLE 3 - TRAFFIC IMPACT FEE
TALBOT ROAD ASSISTED MEMORY CARE ENTO
TPAFFIC IMPACT ANALYSIS
U!ve I Size pity flf/rate' Esti .-ated I IF
201i12018 - City of Renton Fee Schedule
* Nufsing Horne, related LUC rate used
The projected TIF using the City's rate for Nursing Home 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. 451h 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.
v 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.
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RJ DEVELOPMENT
Attn: Frank Durocher, Project Manager
March 2, 2018
Page -It-
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
i s ketraff i s@co m ca st. co m.
MJJ: rr
ExPfREs 41312a
Very truly yours,
Mark J. Jacobs, PE, PTOE, President
JAKE TRAFFIC ENGINEERING, INC.
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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
2022 W/ PROJECT
PROJECT
1. Talbot Rd. S. at S.
Overall
C (34.4)
D (45.6)
D (47.4)
43rd St. -S. Carr Rd.
With
Restripe
LT/TWLTL*
west lege
2. Talbot Rd. S. at S.
Overall
A (1.9)
A (2.4)
45th PI. - Site
EB
D (29.3)
E (38.6)
A (3.3)
A (2.5)
Access
WB
_
E (44.5)
D (31.8)
D (29.5)
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 Hi hwa
Capacity Manual.
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Project: Weatherly Inn Assisted/Memory Care - Renton
Location: 4500 Talbot Road South
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WEATHERLY INN ASSISTED/MEMORY CARE
- RENTON
TRAFFIC IMPACT ANALYSIS
FIGURE 1
Reprint in Color Only
VICINITY MAP
A
Project: Weatherly Inn Assisted/Memory Care - Renton
Location: 4500 Talbot Road South l�
Note: An 8.5 x 11' copy ofthe Site Plan is included with this Traffic Letter
WEATHERLY INN ASSISTED/MEMORY CARE - RENTON
FIGURE 2 TRAFFIC IMPACT ANALYSIS
Reprint in Color Only
PRELIMINARY SITE PLAN
LiLl
UTI IE E-17,
Note: An 8.5 x 11' copy ofthe Site Plan is included with this Traffic Letter
WEATHERLY INN ASSISTED/MEMORY CARE - RENTON
FIGURE 2 TRAFFIC IMPACT ANALYSIS
Reprint in Color Only
PRELIMINARY SITE PLAN
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Reprint In Color Only
WEATHERLY INN ASSISTED/MEMORY CARE - RENTON
TRAFFIC IMPACT ANALYSIS
CONCEPTUAL CHANNELIZATION
r_
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9
FIGURE SC - R
Reprint In Color Only
WEATHERLY INN ASSISTED/MEMORY CARE - RENTON
TRAFFIC IMPACT ANALYSIS
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,
Chris M. 11anics, Sr.
Transportation Operations Manager
City of Renton, WA
Ph. No. 425-430-7220
cbarries@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'- 11'- 10'— 11'- 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 Channeiization
Plan would be prepared by the project Civil Engineer.
Contact me with any questions/comments.
Thank you
Mark
206.762.1978 o
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: iiaketraffi,c - comcast.net [ETiailto:jaketraffic comcast.net
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
:.•
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 1pt" Edition Trip Generation. The City comments
and the use of the 10"' Edition result in no material change to the analyses.
The item wanted to further dialogue an 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.<
From: Ann Fowler
Sent: Friday, January 26, 2018 7:11 AM
To: Matthew Herrera
Subject: FW: Weatherly Inn - Traffic_lmpact_Analysis_171201_vl.pdf
Matt—
Additional comments from Transportation on the TIA provided.
Thanks
Ann Fowler
Civil Engineer III I CED
AFowler@Rentonwa.gov � Phone: (425) 430-7382
Please consider the environment before printing this email
EFFECTIVE JANUARY 1, 2018 THE COMMUNITY AND ECONOMIC DEVELOPMENT
DEPARTMENT PERMIT COUNTER WILL CLOSE AT 4:00 P.M. DAILY
Permit Counter 8:00 a.m. to 4:00 p.m.
Financial Transactions 8:00 a.m. to 4:30 p.m.
From: Bob Mahn
Sent: Thursday, January 25, 2018 4:44 PM
To: Ann Fowler <AFowler@Rentonwa.gov>
Cc: Chris Barnes <CBarnes@Rentonwa.gov>; Vangie Garcia <VGarc'sa Rentonwa. ov>
Subject: RE: Weatherly Inn - Traffic_Impact_Analysis_171201_vl.pdf
Ann,
Review of the subject TIA has resulted in the following comments:
• Page 1, 2"`i paragraph, 4th sentence—should this sentence read "The site is projected to generate
over 20 PM peak hour trips, during the AM peak hour the site traffic generation is less than
20,and.............
• Page 3, Traffic Volumes— Question 29,00 vehicles per day use NE 4 1 St. This is not depicted on
the traffic volume graphic on this page. I
• Page 3, 2"d paragraph—appendix noted is not attached with the TIA. G— 4-t&
• Page 4, Pedestrian Facilities—Per Google map a sidewalk currently exists along the site's frontage �p��^�' X
on Talbot. D-scs 3,
dv
• Page 5, LOS Criteria—The City's Level of Service policy has been revised in the adopted 6/22/2015 ✓
Comprehensive Plan. The text provided in this section is no longer valid.
• Page 5, Accident History---WSDOT data is not attached with the TIA. S e e
• Page 7, Trip Generation—Use 10"' Edition. f a f er
• Page 8, Table 2-142 beds is noted here, but 156 beds are shown on the architectural plans. /4 ass•! %v^��
• The Conceptua€ Channelization, Figure 8C, that is proposed has merit. Further details are needed, 3a "e. orr
such as elimination of the two-way left turn channelization within the 45th Place intersection, 4wiL* 4 C
l✓
adding left turn lanes on the north and south Talbot approaches at the 45" place intersection, and
!o . 2 b4f,-V0—
vr•'it
C(5_0
C]
dimensioning the lane widths, including providing bike lanes since Talbot is a designated bike
route. Assume this new channelization would be installed by the subject development project as a
mitigation measure. r r
g 1=
I`Vr'��Gi CA,r.[.• ram Z,.a.ji
Thanks. CG.Q 4
Bob Mahn
Transportation Planning
X-7322
From: Ann Fowler
Sent: Wednesday, January 24, 2018 2:59 PM
To: Bob Mahn
Subject: Weatherly Inn - Traffic_Impact_Analysis_171201_vl.pdf
See attached TIA for the Weatherly Inn Project currently under review. Please let me know if you have
any comments/concerns with the report. Deadline is Friday (1/26/18).
Thanks
Ann Fowler
Civil Engineer 11!
Department of Community and Economic Development
. City of Renton { 1055 South Grady Way, 6th Floor Rentor, WA 98057
N00Phone: 425-430-7382 1 Fax: 425-430-7300
E -Mail: afowler@rentonwa.pov
Webslte: www.rentonwa. ov
Please consider the environment before printing this email
EFFECTIVE JANUARY 1, 2018 THE COMMUNITY AND ECONOMIC DEVELOPMENT
DEPARTMENT PERMIT COUNTER WILL CLOSE AT 4:00 P.M. DAILY
Permit Counter 8:00 a.m. to 4:00 p.m.
Financial Transactions 8.00 a.m. to 4:30 p.m.
PREAPPLICATION MEETING FOR
Talbot Senior Housing
45XX Ta I bot Rd S
PRE17-000459
CITY OF RENTON
Department of Community & Economic Development
Planning Division
August 14, 2017
Contact Information:
Planner: Matt Herrera, 425.430.6593
Public Works Plan Reviewer: Ann Fowler, 425.430.7382
Fire Prevention Reviewer: Corey Thomas, 425.430.7024
Building Department Reviewer: Craig Burnell, 425.430.7290
Please retain this packet throughout the course of your project as a reference. Consider
giving copies of it to any engineers, architects, and contractors who work on the
project. You will need to submit a copy of this packet when you apply for land use
and/or environmental permits.
Pre-screening: When you have the project application ready for submittal, call and
schedule an appointment with the project manager to have it pre-screened before
making all of the required copies.
The pre -application meeting is informal and non-binding. The comments provided on
the proposal are based on the codes and policies in effect at the time of review. The
applicant is cautioned that the development regulations are regularly amended and the
proposal will be formally reviewed under the regulations in effect at the time of project
submittal. The information contained in this summary is subject to modification and/or
concurrence by official decision -makers (e.g., Hearing Examiner, Planning Director,
Development Services Director, Department of Community & Economic Development
Administrator, Public Works Administrator and City Council).
0
Talbot Senior Center- PRE17-000459
August 10, 2017
shall be included in the report. The report should also include information concerning the soils,
geology, drainage patterns and vegetation present shall be presented in order to evaluate the
drainage, erosion control and slope stability for site development of the proposed plat. The
applicant must demonstrate the development will not result in soil erosion and sedimentation,
landslide, slippage, or excess surface water runoff.
Surface water system development fee is $0.641 per square foot of new impervious surface, but
not less than $1,608.00. This is payable prior to issuance of the civil construction permit.
TRANSPORTATION
1. The proposed development fronts Talbot Road South along the west property line(s). Talbot Road
South is classified as a Collector Arterial Road. Existing right-of-way (ROW) width is approximately
89 feet. To meet the City's complete street standards for Collector Arterial streets, minimum RDW
is 94 feet for a 3 lane roadwayiedication of 2.5 feet of ROW fronting the site will be required.
Per City code 4-6-060, half street improvements shall include a pavement width of 57 feet (28.5
feet from centerline), a 0.5 -foot curb, an 8 -foot planting strip, an 8 -foot sidewalk, street trees and
storm drainage improvements.. S«
2. Refer to City code 4-4-080 regarding driveway regulations.
a. A minimum separation of 5 feet is required between driveway and the property line.
b. Maximum driveway slopes shall not exceed 15%. Driveways exceeding 8% shall provide
3
4
5
Or
slotted drains.
c. The maximum driveway width shall not exceed thirty feet (30').
Parking lot construction shall be in accordance with City code 4-4-80G. r
Street lighting and street trees are required. 7 6+ zy, �M o •^
A traffic impact analysis is required when the estimated vehicular traffic generated from a
proposed development exceeds 20 vehicles per hour in either the AM (6:00-- 9:00) or PM (3:00 -
6:00) peak periods. Traffic study guidelines are included with the pre -application packet. The
analysis must include a discussion on traffic circulation to and from the site and onsite traffic
circulation. The study shall include trip generation and trip distribution for the project for both
AM a7d-PMeak hours.
Paymen of the transportation impact fee is applicable on the construction of the senior housing
development at the time of application for the building permit. The current rate of transportation
impact fee is $1,494.90 per dwelling unit. The transportation impact fee that is current at the
time of building permit application will be levied, payable at building
``ing permit issuance.
!v _r r-.1 t h ea — e
GENERAL COMMENTS J0_1�
Fe? �?. 2
1. All existing and proposed utility lines (i.e. electrical, phone, and cable services, etc.) along property
frontage or within the site must be underground. The construction of these franchise utilities
must be inspected and approved by a City of Renton inspector.
2�- Maximum exposed retaining wall height is 6 -ft and shall be setback a minimum of 3 -ft from the
right-of-way as outlined in RMC 4-4-040 f=ences Hed es and R! talnin alis. �7,
m _ - - —g---- �i#
3. Adequate separation between utilities as well as other features shall be provided in accordance��
with code requirements.
a. 7 -ft minimum horizontal and 1 -ft vertical separation between storm and other utilities is
required with the exception of water lines which require 10 -ft horizontal and 15 -ft
vertical.
O
-
Prepared
for:
Jake Traffic
Engineering,
Inc.
Traffic Count Consultants, Inc.
Phone.
(253)
926-6009 FAX: (253) 922-721 I
E -Mail , Tearn(a TC2-
Wm
WBEJDBE
Intersection: Talbot
Rd S & S Carr
RJJS 43rd
St
Date of
Count:
Tues 1 013 112017
Location: Renton, Washington
Checked By:
less
Time
From North on (SB)
From South on (NB)
From East on (WB)
From We on (EB)
Interval
Interval
Talbot Rd S
TaFbOt Rd 5
S Carr Rd
S 43rd St
Total
Ending at
T L
S R
T
L S R 'i
L S
R
T L
Sr65
415P
23
72 59
1
58 25 9 4
12 137
16
2 49
299
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4'30 P
3 28
75 67
1
60 27 12 6
13 141
16
5 52
312
974
4:45 P
6 41
7.2 32
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85 25 9 4
16 139
9
3 56
290
983
5:00P
2 34
74 70
4
59 30 9 6
15 139
14
7 55
308
1002
5:15 P
5 44
72 70
0
74 22 13 4
15 144
12
1 59
268
965
5:30 P
5 22
58 54
1
68 31 13 2
18 138
11
3 54
313 184
974
5:45 P
1 26
56 55
2
62 17 21 6
13 176
3
3 48
333 182
992
6'00 P
I 19
58 49
0
64 16 9 2
15 104
11
7 66
269 174
854
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Peak Hour. 4:45 PM to
5-45 PM
Total 13 126
260 259
7
1 263 100 56 18
61 597
40
14 216
1222 733
3933
Approach
645
419
698
2171
3933
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JTE17133M_01p
12
l-jq/--1
"
Prepared
for,
Jake Traffic
Engineering,
Inc.
Traffic Count Consultants, Inc.
Phone:
(253)
770-1407 FAX (253) 770-1411
E -Mail: Team@Minccom
WBEIDBE
Intersection; Talbot
Rd S & S Carr
Rd1S 43rd St
Date of Count:
Thorn 210812018
Location: Remmn, Washington
Checked By:
less
Time
From North on (SB)
From South on (NB)
From East on (WB)
From West on (EB)
Interval
Interval
Talbot Rd 5
Talbot Rd 5
S Carr Rd
S 43rd St
Total
Ending at
T L
S
R
T
L S R T
L S
R
T L
S R
4:15 P
1 13
7
65
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130 26 2 5
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9
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569
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7 13
15
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560
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4 12
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589
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586
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6 164
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616
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12 173
17
15 47
102 45
660
6..-00 P
8 16
13
63
2
99 4C 11 10
14 212
20
17 43
116 43
690
6115P
0 9
0
0
0
0 0 0 0
0 0
0
0 0
0 0
0
6130 P
0 0
D
0
0
0 0 0 0
0 0
0
0 0
0 0
0
6:45P
9 0
0
0
0
0 0 0 0
0 0
0
0 0
0 0
0
7:00P
0 0
D
0
0
0 0 C 0
0 0
0
0 0
0 0
0
Total
1
1
1
1
1 1
Survey 49
112
129
458
14
975
278 79
49
54
1229
105
106
327
807
286
4U9
Peak Haar: 5,00 PM to
6:00 PM
Total 23 60
57
211
7
451 148 44 32
39 700
58
69 170
432 1 172
2552
Approach
328
643
807
7742552
%HV
7.tl%
1.1%
4.0%
PHP
0-88
0-94
13.82
6.93
0.92
,.....
Talbot Rd S
714
328
786
S 43rd St
211 57 1 60
= 1 Ped
S Carr Rd
68
1362 I Ped
4
c
7UU
x07
Bike, 1
,
39
1343
2136
17(1
0
)Bikc
774
472
5;00 PM tc
6:00 PM
-- 4 J J=Ped
536
772
ran.
N S
A—,451
E
W
Ped......fi ......:
s
1afl 4a
2760 LOYNh Yeak Hnur Vnlume
INT 01 1 1
1
1
4
Brke(__0—_J
PHF %d -N
INTW 3 2
5
EB 0.93
8.9%
INTM
0
268
643
Check
WD 0.82
4.0%
INT 04 4
4
In: 2552
NB 094
L1%
INT 06
1
1
911
Out; 2552
SB 0-88
7-0%
INT 06
3
1
4
Talbot Rd
Tlnt. 0.92
5.1%
INT 07 1 4
1
1
7
Bicycles From: N S
E W
COndiUpns:
INT 08 2
1
3
INT 01
0
INT 09
U
1NT 02
0
INT In
0
INT 03
0
INT 11
0
INT 04
0
INT 12
0
INT C5
0
51 131
28
INT 06
U
Special Notes
INT 07
D
INT I" 1
1
2
INT C9
0
INT 10
0
INT ii
0
INT 12
0
l 01
2
JTE18023M 01a
C D2
Lig
Prepared
for
Jake Traffic Engineering,
Inc.
Traffic
Count Consultants, Inc.
Phone:
(253)
926-6009 FAX (253) 922-7211 E -Mail: Team®TC2inc. com
W 13E/DBE
lntersecti on: Talbot
Rd S &
S 45th
PI
Date of
Count:
Wed 11!01/2017
Location: Renton, Washington
Checked By:
less
Time
From North on (SB)
From South on (NB) From East on (WB)
From West on (ES)
Interval
Interval
Talbot
Rd 5
Talbot Rd S 0
S 45th Pt
Total
Ending at
T L
S
R
T
L S R T L S
R
T
L
S R
4:15 P
2 0
209
4
2
1 83 0 0 0 0
0
0
4
0 19
320
430 P
3 0
217
4
0
1 BO 0 0 0 0
0
0
7
0 12
321
4:45 P
2 0
238
5
0
4 70 0 0 0 0
0
0
7
0 30
354
5'.00 P
1 0
244
3
2
6 86 0 0 0 0
0
0
9
0 15
363
5115 P
3 0
272
1
0
0 78 0 0 0 0
0
0
8
0 22
381
530 P
0 0
268
5
1
1 69 n o 0 0
0
0
7
0 11
361
5:45 P
1 0
246
5
2
1 96 0 0 0
0
0
5
0 15
368
6:00 P
2 0
235
6
0
3 Bo 0 05Eo
0
0
6
0 8
338
6:15P
0 0rc
0
0
0 0 0 0
0
0
0
0 0
0
6:30P
0 0
0
0
0 0 0 0
0
0
0
0 0
U
6,45 P
0 0
0
0
0 0 0 0
0
0
0
0 0
0
7,00 P
0 Q
D
0
0 0 0 0
0
0
0
0 0
0
Total
Survey
14
0
1929
33
7
17
642
Oj
0
0
0
0
0
53
0
132
2806.
Peale Hour: 4, 45 PM to 5'.45 PM
Tand 5 0
1030
14
5
8 329 U 0 0 0
0
0
29
0 63
1473
Approach
1044
337 0
92
1473
%HV
0.5%
1.5% W.
Na
o 7%
PHF
0,96
0.67 Wa
0.77
097
....
Talbot Rd S
]nus
1044 361
—_jBike
S 45th PI
]a ]010 2 :Ped
22
I Ped:
0
Hike• 0
114
zy
92
I
4:45 PM to 5:45 PNI
63
PEDx
�.1......�.-,
wrross, N S
E
W
Ped6 321
1524
1.0 PHI
P—kHmirKh,—
INT 01 1
1
Bikej___il___j
PHF 1/.HV
INT 02
0
EB 0.77
n/a
INT 03 2
2
1093 337
Check
WR nia
n!a
INT 04 1
1
In:
1473
NB 0.87
1 5%
1NT 05
0
1430
Out:
1473
SB 0.96
0.5%
INT 06 1
1
Talbot Rd S
T Int. 0.97
0.7%
1NT 07 I
1
Bicycles From: N I S E W
Conditions:
ENT 06 3 I
2
6
INT 41
0
INT 09
0
INT 02
0
INT 13
0
INT 03
0
INT 11
0
INT 04
0
INT 12
0
INT 05
0
8
U
12
INT Oe ND BIKES
0
Special Notes
INT 07
0
INT 06
0
NT 09
0
NT 10
0
INT 11
0
INT 12
0
01 01 D1 00
JTI=17133M, 02p
4'>
.Dort Y
Y �
CITY OF RENTON
2010
TRAFFIC FLOW MAP
PV@R ,ORAS OEPMTVI
WMSPCArATM SYSTEMS DOMON
mAFnc oFEnAnoN s secnaN
FxAMPtE
scram: - - -- YclIM1E5
'IN THCk1 m CF VCKK fs
BIdPECndFAL AMRAIE M Y TRAFFIC
NOIC wuwAm 105 AND STATE RWTE W
�- (SWTH OF 1-165) ARE s1oYN AT FIMF
Y
J
A
ALai �cno"nn n A
(V
j [:PPY OF RBNTON
I = - TLAFM Fkw M" I
�� +•�
No lfmP
.
Y
1-,0511
x�
CITY OF RENTON
2010
TRAFFIC FLOW MAP
PV@R ,ORAS OEPMTVI
WMSPCArATM SYSTEMS DOMON
mAFnc oFEnAnoN s secnaN
FxAMPtE
scram: - - -- YclIM1E5
'IN THCk1 m CF VCKK fs
BIdPECndFAL AMRAIE M Y TRAFFIC
NOIC wuwAm 105 AND STATE RWTE W
�- (SWTH OF 1-165) ARE s1oYN AT FIMF
Y
J
A
ALai �cno"nn n A
(V
j [:PPY OF RBNTON
I = - TLAFM Fkw M" I
CITY OF RENTON
2000
TRAFFIC FLOW MAP
1 11 1 11 I'l T "I'L �L
m
HCM 2010 Signalized Intersection Summary 2017 - EX
1: Talbot Road South & S_ 43rd Street/S. Carr Road 11/0512017
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Change Period (Y+Rc), s
tt
e
'
tT*
4.5
4.5
Max Green Setting (Gmax), s
18.0
6.5
t
`
Traffic Volume (vehlh)
216
1222
733
61
597
40
263
100
56
126
260
259
Future Volume (vehlh)
216
1222
733
61
597
40
263
100
56
126
260
259
Number
7
4
14
3
8
18
5
2
12
1
6
16
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped -Bike Adj(A_pbT)
1.00
0.99
1.00
0.99
1.00
0.98
1.00
0.98
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Adj Sat Flow, vehlhlln
1816
1816
1816
1909
1909
1948
1909
1909
1948
1816
1816
1816
Adj Flow Rate, vehlh
227
1286
772
64
628
42
277
105
59
133
274
273
Adj No. of Lanes
1
2
1
1
2
0
2
1
0
1
1
1
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap, vehlh
251
1612
713
83
1268
85
529
171
96
324
341
508
Arrive On Green
0.29
0.93
0.93
0.05
0.37
0.37
0.15
0.15
0.15
0.19
0.19
0.19
Sat Flow, vehlh
1730
3451
1527
1818
3448
230
3528
1140
641
1730
1816
1519
Grp Volume(v), vehlh
227
1286
772
64
330
340
277
0
164
133
274
273
Grp Sat Flow(s),vehlhlln
1730
1725
1527
1818
1814
1865
1764
0
1781
1730
1816
1519
Q Serve(g_s), s
15.2
11.6
56.1
4.2
16.9
16.9
8.7
0.0
10.3
8.1
17.3
17.6
Cycle Q Clear(g_c), s
15.2
11.6
56.1
4.2
16.9
16.9
8.7
0.0
10.3
8.1
17.3
17.6
Prop In Lane
1,00
1.00
1.00
0.12
1.00
0.36
1.00
1.00
Lane Grp Cap(c), vehlh
251
1612
713
83
667
686
529
0
267
324
341
508
VIC Ratio(X)
0.91
0.80
1.08
0.78
0.49
0.50
0.52
0.00
0.61
0.41
0.80
0.54
Avail Cap(c_a), vehlh
304
1612
713
98
667
686
529
0
267
324
341
508
HCM Platoon Ratio
2.00
2.00
2.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
0.47
0.47
0.47
1.00
1.00
1.00
1.00
0.00
1.00
1.00
1.00
1.00
Uniform Delay (d), slveh
41.8
2.5
3.9
56.7
29.3
29.3
47.0
0.0
47.7
42.9
46.6
32.6
Incr Delay (d2), s/veh
14.6
2.0
48.9
26.8
0.6
0.6
3.7
0.0
10.1
3.8
18.1
4.0
Initial Q Delay(0),slveh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh1ln
8.2
4.7
27.5
2.7
8.5
8.8
4.5
0.0
5.9
4.2
10.4
7.9
LnGrp Delay(d),slveh
56.4
4.5
52.8
83.4
29.9
29.9
50.7
0.0
57.9
46.7
64.7
36.6
LnGrp LOS
E
A
F
F
C
C
D
E
D
E
D
Approach Vol, vehlh
2285
734
441
680
Approach Delay, slveh
26.0
34.6
53.4
49.9
Approach LOS
C
C
D
D
Timer 1 2 3 4 5 6 7 8
Assigned Phs
2
3
4
6
7
8
Phs Duration (G+Y+Rc), s
22.5
9.9
60.6
27.0
21.9
48.6
Change Period (Y+Rc), s
4.5
4.5
4.5
4.5
4.5
4.5
Max Green Setting (Gmax), s
18.0
6.5
55.0
22.5
21.1
40.4
Max Q Clear Time (g_c+ll ), s
12.3
6.2
58.1
19.6
17.2
18.9
Green Ext Time (p -c), s
1.0
0.0
0.0
0.9
0.2
4.0
Intersection Summary
HCM 2010 Ctrl Delay 34.4
HCM 2010 LOS C
2017.071 - Talbot Road Assisted Memory Care 11/0512017 2017 - EX
MJJ (v10)
Synchro 10 Light Report
Page 1
HCM 2010 TWSC 2017 - EX
2: S. 45th Place & Talbot Road South 1110512017
Int Delay, slveh
Movement
1.9
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Y
Stage 1
1138
4
16
- -
Tragic Vol, vehlh
29
63
8
329
1030
14
Future Vol, vehlh
29
63
8
329
1030
14
Conflicting Peds, #Ihr
10
10
10
0
0
10
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
-
None
306
None
-
None
Storage Length
0
-
-
- -
Platoon blocked, %
Veh in Median Storage,
# 2
-
-
0
0
604
Grade, %
0
270
-
0
0
Stage 1
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
32
68
9
358
1120
15
Major/Minor Minor2
Ma orl
Ma"or2
Conflicting Flow All
1524
1148
1145
0 0
Stage 1
1138
-
-
- -
Stage 2
386
-
-
Critical Hdwy
6.42
6.22
4.12
- - -
Critical Hdwy Stg 1
5.42
-
-
-
Critical Hdwy Stg 2
5.42
-
-
-
Follow-up Hdwy
3.518
3.318
2.218
Pot Gap -1 Maneuver
130
242
610
- -
Stage 1
306
-
-
Stage 2
687
-
-
- -
Platoon blocked, %
-
Mov Cap -1 Maneuver
125
237
604
-
Mov Cap -2 Maneuver
270
-
-
Stage 1
297
-
-
Stage 2
680
Approach
EB
NB
SB
HCM Control Delay, s
29.3
0.3
0
NCM LOS
D
Minor Lane/Major Mvmt
NBL
NBT EBLn1 SBT SBR
Capacity (vehlh)
604
246 -
HCM Lane VIC Ratio
0.014
0.407 -
HCM Control Delay (s)
11
0
29.3 -
HCM Lane LOS
B
A
D -
HCM 95th %tile Q(veh)
0
-
1.9 -
2017.071 - Talbot Road Assisted Memory Care 11/0512017 2017 - EX Synchro 10 Light Report
MJJ (00) Page 1
HCM 2010 Signalized Intersection Summary 2022 - WO
1: Talbot Road South & S. 43rd StreeVS. Carr Road 11/0512017
Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane Configurations
Change Period (Y+Rc), s
tt
r
'
tT*
4.5
'�
1
18.0
6.5
t
r*
Traffic Volume (vehlh)
240
1350
810
65
660
45
290
110
60
140
285
285
Future Voiume (veh/h)
240
1350
810
65
660
45
290
110
60
140
285
285
Number
7
4
14
3
8
18
5
2
12
1
6
16
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped -Bike Adj(A_pbT)
1.00
0.99
1.00
0.99
1.00
0.98
1.00
0.98
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Adj Sat Flow, vehlhlln
1816
1816
1816
1909
1909
1948
1909
1909
1948
1816
1816
1816
Adj Flow Rate, vehlh
253
1421
853
68
695
47
305
116
63
147
300
300
Adj No. of Lanes
1
2
1
1
2
0
2
1
0
1
1
1
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
095
0.95
0.95
095
0.95
0.95
0.95
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap,vehlh
275
1603
709
87
1218
82
529
173
94
324
341
530
Arrive On Green
0.32
0.93
0.93
0.05
0.35
0.35
0.15
0.15
0.15
0.19
0.19
0.19
Sat Fbw,vehlh
1730
3451
1527
1818
3445
233
3528
1156
628
1730
1816
1519
Grp Volume(v), vehlh
253
1421
853
68
366
376
305
0
179
147
300
300
Grp Sat Flow(s),vehlhlln
1730
1725
1527
1818
1814
1864
1764
0
1783
1730
1816
1519
Q Serve(g_s), s
16.9
19.9
55.7
4.4
19.6
19.6
9.7
0.0
11.4
9.1
19.3
19.3
Cycle Q Clear(g_c), s
16.9
19.9
55.7
4.4
19.6
19.6
9.7
0.0
11.4
9.1
19.3
19.3
Prop In Lane
1.00
1.00
1.00
0.12
1.00
0.35
1.00
1.00
Lane Grp Cap(c), vehlh
275
1603
709
87
641
659
529
0
268
324
341
530
VIC Ratio(X)
0.92
0.89
1.20
0.78
0.57
0.57
0.58
0.00
0.67
0.45
0.88
0.57
Avail Cap(c_a), vehlh
304
1603
709
98
641
659
529
0
268
324
341
530
HCM Platoon Ratio
2.00
2.00
2.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
0.47
0.47
0.47
1.00
1.00
1.00
1.00
0.00
1.00
1.00
1.00
1.00
Uniform Delay (d), slveh
40.2
3.0
4.3
56.5
31.4
31.4
47.5
0.0
48.2
43.3
47.4
31.9
Incr Delay (d2); slveh
17.6
3.9
97.9
28.8
1.2
1.2
4.5
0.0
12.5
4.5
26.3
4.3
Initial Q Delay(d3),slveh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
%ile BackOfQ(50%),vehlln
9.3
8.3
37.8
2.9
10.0
10.3
5.0
0.0
6.6
4.7
12.2
8.8
LnGrp Deiay(d),slveh
57.7
6.9
102.1
85.2
32.6
32.6
52.0
0.0
60.7
47.8
73.7
36.3
LnGrp LOS
E
A
F
F
C
C
D
E
D
E
D
Approach Vol, vehlh
2527
810
484
747
Approach Delay, slveh
441
37.0
55.2
53.6
Approach LOS
D
D
E
D
Timer 1 2 3 4 5 6 7 8
Assigned Phs
2
3
4
6
7
8
Phs Duration (G+Y+Rc), s
22.5
10.3
60.2
27.0
23.6
46.9
Change Period (Y+Rc), s
4.5
4.5
4.5
4.5
4.5
4.5
Max Green Setting (Gmax), s
18.0
6.5
55.0
22.5
21.1
40.4
Max Q Clear Time (g_c+11), s
13.4
6.4
57.7
21.3
18.9
21,6
Green Ext Time (p c), s
0.9
0.0
0.0
0.5
0.2
4.3
Intersection Summary
HCM 2010 Ctrl Delay 45.6
HCM 2010 LOS D
2017.071 - Talbot Road Assisted Memory Care 11/05/2017 2022 - WO Synchro 10 Light Report
MJJ (v10) Page 1
HCM 2010 TWSC 2022 - WO
2: & 45th Place & Talbot Road South 11/0512017
Intersection
Int Delay, slveh 2.4
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Y
.'
T
Traffic Vol, vehlh
30
70
10
365
1135
15
Future Vol, vehlh
30
70
10
365
1135
15
Conflicting Peds, #!hr
10
10
10
0
0
10
Sign Control
Stop
Stop
Free
Free
Free
Free
RT Channelized
-
None
-
None
None
Storage Length
0
-
Veh in Median Storage,
# 2
0
0
Grade, %
0
0
0
Peak Hour Factor
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
Mvmt Flow
33
76
11
397
1234
16
Major/Minor Minor2
Ma'or1
Ma'or2
Conflicting Flow All
1681
1262
1260
0
0
Stage 1
1252
-
-
-
-
Stage 2
429
-
-
Critical Hdwy
6.42
6.22
4.12
Critical Hdwy Stg 1
5.42
-
-
Critical Hdwy Stg 2
5.42
-
-
-
Follow-up Hdwy
3.518
3.318
2.218
Pot Cap -1 Maneuver
104
207
552
-
Stage 1
269
-
-
Stage 2
657
-
-
-
Platoon blocked, %
Mov Cap -1 Maneuver
99
203
547
Mov Cap -2 Maneuver
236
-
-
Stage 1
259
-
-
Stage 2
650
Approach
EB
NB
SB
HCM Control Delay, s
38.6
0.3
0
HCM LOS
E
Minor Lane/Ma or Mvmt
NBL
NBT EBLn1
SST
SBR
Capacity (veh/h)
547
212
HCM Lane VIC Ratio
0.02
0.513
HCM Control Delay (s)
11.7
0
38.6
HCM Lane LOS
B
A
E
HCM 95th %tile Q(veh)
0.1
-
2.6
-
2017.071 - Talbot Road Assisted Memory Care 11/05/2017 2022 - WO Synchro 10 Light Report
MJJ (00) 6�) Page 1
HCM 2010 Signalized Intersection Summary 2022 - WP - 156 units
1: Talbot Road South & S. 43rd Street/S. Carr Road 03102/2018
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Movement
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SSR
Lane Configurations
Change Period (Y+Rc), s
'fit
r
'
tT
4.5
)Vi
T+
18.0
'
t
r
Traffic Volume (veh1h)
240
1350
817
67
660
45
301
116
63
140
289
285
Future Volume (vehlh)
240
1350
817
67
660
45
301
116
63
140
289
285
Number
7
4
14
3
8
18
5
2
12
1
6
16
4nitial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
Ped -Bike Adj(A_pbT)
1.00
0.99
1.00
0.99
1.00
0.98
1.00
0.98
Parking Bus, Adj
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Adj Sat Flow, vehlhlln
1816
1816
1816
1909
1909
1948
1909
1909
1948
1816
1816
1816
Adj Flow Rate, vehlh
253
1421
860
71
695
47
317
122
66
147
304
300
Adj No. of Lanes
1
2
1
1
2
0
2
1
0
1
1
1
Peak Hour Factor
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Percent Heavy Veh, %
2
2
2
2
2
2
2
2
2
2
2
2
Cap,vehlh
275
1596
706
91
1218
82
529
174
94
324
341
530
Arrive On Green
0.32
0.92
0.92
0.05
0.35
0.35
0.15
0.15
0.15
0.19
0.19
0.19
Sat Flow,vehlh
1730
3451
1527
1818
3445
233
3528
1158
626
1730
1816
1519
Grp Volume(v), vehlh
253
1421
860
71
366
376
317
0
188
147
304
300
Grp Sat Flow(s),veh1h11n
1730
1725
1527
1818
1814
1864
1764
0
1784
1730
1816
1519
Q Serve(g_s), s
16.9
21.1
55.5
4.6
19.6
19.6
10.1
0.0
12.0
9.1
19.6
19.3
Cycle Q Clear(g_c), s
16.9
21.1
55.5
4.6
19.6
19.6
10.1
0.0
12.0
9.1
19.6
19.3
Prop In Lane
1.00
1.00
1.00
0.12
1.00
0.35
1.00
1.00
Lane Grp Cap(c), vehlh
275
1596
706
91
641
659
529
0
268
324
341
530
VIC Ratio(X)
0.92
0.89
1.22
0.78
0.57
0.57
0.60
0.00
0.70
0.45
0.89
0.57
Avail Cap(c_a), vehlh
304
1596
706
98
641
659
529
0
268
324
341
530
HCM Platoon Ratio
2.00
2.00
2.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Upstream Filter(I)
0.47
0.47
0.47
1.00
1.00
1.00
1.00
0.00
1.00
1.00
1.00
1.00
Uniform Delay (d), slveh
40.2
3.2
4.5
56.3
31.4
31.4
47.6
0.0
48.5
43.3
47.6
31.9
Incr Delay (d2), slveh
17.6
4.0
104.4
30.2
1.2
1.2
4.9
0.0
14.4
4.5
27.9
4.3
Initial Q Delay(d3),slveh
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),vehlln
9.3
9.1
38.9
3.1
10.0
10.3
5.3
0.0
7.0
4.7
92.4
8.8
LnGrp Delay(d),slveh
57.7
7.2
108.9
86.5
32.6
32.6
52.6
0.0
62.8
47.8
75.5
36.3
LnGrp LOS
E
A
F
F
C
C
D
E
D
E
D
Approach Vol, vehlh
2534
813
505
751
Approach Delay, slveh
46.8
37.3
56.4
54.4
Approach LOS
D
D
E
D
Timer 1 2 3 4 5 6 7 8
Assigned Phs
2
3
4
6
7
8
Phs Duration (G+Y+Rc), s
22.5
10.5
60.0
27.0
23.6
46.9
Change Period (Y+Rc), s
4.5
4.5
4.5
4.5
4.5
4.5
Max Green Setting (Gmax), s
18.0
6.5
55.0
22.5
21.1
40.4
Max Q Clear Time (g_c+11), s
14.0
6.6
57.5
21.6
18.9
21.6
Green Ext Time (p c), s
0.9
0.0
0.0
0.4
0.2
4.3
Intersection Summary
HCM 2010 Ctrl Delay 474
HCM 2010 LOS D
2017.071 - Talbot Road Assisted Memory Care 11/05/2017 2022 - WP 156 units Synchro 10 Light Report
MJJ (00) Page 1
6
HCM 2010 TWSC 2022 - WP - 156 units
2: S. 45th Place/Site Access & Talbot Road South 03/0212018
Intersection
Int Delay; siveh 3.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
T
1
Traffic Vol, vehlh
30
1
70
4
1
20
10
365
2
13
1135
15
Future Vol, vehlh
30
1
70
4
1
20
10
365
2
13
1135
15
Conflicting Peds, #lhr
10
0
10
10
0
10
10
0
10
10
0
10
Sign Control
Stop
Stop
Stop
Stop
Stop
Stop
Free
Free
Free
Free
Free
Free
RT Channelized
-
None
None
-
-
None
-
None
Storage Length
50
-
50
Veh in Median Storage,
#
2
-
0
-
0
-
0
Grade, %
0
-
0
-
-
0
-
0
Peak Hour Factor
92
92
92
92
92
92
92
92
92
92
92
92
Heavy Vehicles, %
2
2
2
2
2
2
2
2
2
2
2
2
Mvmt Flow
33
1
76
4
1
22
11
397
2
14
1234
16
Major/Minor Minor2
Minor1
Ma'or1
Major2
Conflicting Flow All
1722
1711
1262
1749
1718
418
1260
0
0
409
0
0
Stage 1
1280
1280
-
430
430
-
-
-
-
-
-
-
Stage 2
442
431
-
1319
1288
-
-
-
Critical Hdwy
7.12
6.52
6.22
7.12
6.52
6.22
4.12
-
4.12
-
Critical Hdwy Stg 1
6.12
5.52
-
6.12
5.52
-
-
-
Critical Hdwy Stg 2
6.12
5.52
-
6.12
5.52
-
-
-
Follow-up Hdwy
3.518
4.018
3.318
3.518
4.018
3.318
2.218
2.218
Pot Cap -1 Maneuver
70
91
207
67
90
635
552
1150
Stage 1
204
236
-
603
583
-
-
-
Stage 2
594
583
-
193
234
-
-
-
Platoon blocked, %
-
Mov Cap -1 Maneuver
64
86
203
40
85
623
547
1139
-
Mov Cap -2 Maneuver
181
210
-
40
85
-
-
-
-
Stage 1
198
231
586
566
-
-
-
-
Stage 2
555
566
117
229
-
-
Approach
EB
WB
NB
SB
HCM Control Delay, s
44.5
29.5
0.3
0.1
HCM LOS
E
D
Minor Lane/Major Mvmt
NBL
NBT
NBR EBLn1WBLn1
SBL
SBT
SBR
Capacity (veh/h)
547
-
196
174
1139
HCM Lane VIC Ratio
0.02
0.56
0.156
0.012
HCM Control Deiay (s)
11.7
-
44.5
29.5
8.2
-
HCM Lane LOS
B
E
D
A
HCM 95th %tile Q(veh)
0.1
3
0.5
0
2017.071 - Talbot Road Assisted Memory Care 11/0512017 2022 - WP 156 units
MJJ (v10)
Synchro 10 Light Report
Page 1
HCM 2010 TWSC 2022 - WP - 156 units - restripe west leg
2: S. 45th Place/Site Access & Talbot Road South 03/02/2018
Int Delay, slveh 2.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, vehlh 30
Future Vol, vehlh 30
Conflicting Peds, #lhr 10
Sign Control Stop
RT Channelized -
Storage Length
Veh in Median Storage, #
Grade,
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
*T r
0
-
1 70
4 1
20
1 70
4 1
20
0 10
10 0
10
Stop Stop
Stop Stop
Stop
None
2
None
50
1
76
4
1
22
-
0
-
-
0
-
92
92
92
92
92
92
2
2
2
2
2
2
33
1
76
4
1
22
Major/Minor Minor2
T
Minor1
T
10
365
2
13
1135
15
10
365
2
13
1135
15
10
0
10
10
0
10
Free
Free
Free
Free
Free
Free
-
431
None
-
1288
None
50
-
50
7.12
6.52
6.22
0
6.52
-
0
-
4.12
0
6.12
5.52
0
6.12
92
92
92
92
92
92
2
2
2
2
2
2
11
397
2
14
1234
16
Major/Minor Minor2
Minor1
Major1
Major2
Conflicting Flow All
1722
1711
1262
1749
1718
418
1260
0
0 409 0 0
Stage
1280
1280
-
430
430
-
-
-
- - - -
Stage 2
442
431
-
1319
1288
-
-
-
Critical Hdwy
7.12
6.52
6.22
7.12
6.52
6.22
4.12
-
4.12
Critical Hdwy Stg 1
6.12
5.52
-
6.12
5.52
-
-
-
Critical Hdwy Stg 2
6.12
5.52
-
6.12
5.52
-
-
-
Follow-up Hdwy
3.518
4.018
3.318
3.518
4.018
3.318
2.218
2.218
Pot Cap -1 Maneuver
70
91
207
67
90
635
552
1150
Stage 1
204
236
-
603
583
-
-
-
Stage 2
594
583
-
193
234
-
-
-
- -
Platoon blocked, %
Mov Cap -1 Maneuver
64
86
203
40
85
623
547
1139
Mov Cap -2 Maneuver
181
210
-
40
85
-
-
-
Stage 1
198
231
586
566
-
-
Stage 2
555
566
117
229
Approach
EB
WB
NB
SB
HCM Control Delay, s
31.8
29.5
0.3
0.1
HCM LOS
D
D
Minor Lane/Ma or Mvmt
NBL
NBT
NBR EBLn1 EBLn2WBLn1
SBL
SBT SBR
Capacity (vehlh)
547
-
182
203
174
1139
HCM Lane V1C Ratio
0.02
0.185
0.375
0.156
0.012
HCM Control Delay (s)
11.7
-
29.2
33
29.5
8.2
HCM Lane LOS
B
D
D
D
A
HCM 95th °/stile Q(veh)
0.1
-
0.7
1.6
0.5
0
2017.071 - Talbot Road Assisted Memory Care 1 1105/2017 2022 - WP 156 units
MJJ (v10)
Synchro 10 Light Report
Page 1
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RESOLUTION NO. 4293
1
RESOLUTION NO. 4293
CITY OF RENTON 12017 — 2022 TRANSPORTATION IMPROVEMENT PROGRAM
MAP INDEX
TIP N0. PROJECT TITLE
1 Street Overlay
2 Arterial Rehabilitation Program
3 Logan Avenue North Improvements
4 SW 27th Street / Strander Blvd Connection
5 NE 3`d Street / NE 4th Street Corridor Improvements
6 Duvall Avenue NF (NE 4th Street to Sunset Blvd NE)
7 Rainier Avenue South / North (Phase 4 — South 3'd Street to NW 3`d Place)
8 Connecting Downtown Renton Improvement Project
9 Park Avenue North Extension
10 116" Avenue SE Improvements
11 Carr Road Improvements
12 NE Sunset Blvd (SR 900) Corridor Improvements
13 Sunset Area Green Connections
14 Oakesdaie Avenue SW / Monster Road SW / 68th Avenue South to SR 900
15 South 7th Street (Rainier Avenue South to Talbot Road South)
16 South Grady Way (Talbot Road South to Rainier Avenue South)
17 Houser Way North (North 8"' Street to Lake Washington Blvd)
18 Lake Washington Loop Trail
19 Lake to Sound (L2S) Trail
20 Walkway Program
21 Sidewalk Rehabilitation and Replacement Program
22 Maple Valley Highway Attenuator
23 Bridge Inspection and Repair Program
24 Roadway Safety and Guardrail Program
25 Intersection Safety and Mobility Program
26 Traffic Safety Program
27 Preservation of Traffic Operation Devices Program
28 Intelligent Transportation Systems (ITS) Program
29 Barrier -Free Transition Plan Implementation
30 Project Development and Pre -Design Program
31 Arterial Circulation Program
32 1% for the Arts Program
33 Lake Washington Blvd North (Park Avenue North to Gene Coulon Memorial Park)
34 Lind Avenue SE (SW 16t�' Street to SW 43rd Street)
35 Sunset Lane / NE 10" Street Roadway Improvements
36 NE 31"Street Bridge Replacement
37 North 27th Place Culvert Scour Repair
38 Rainier Avenue North Corridor Improvements (Phase 5)
39 South Lake Washington Transit Stop
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Return to the Table of Contents
City of Renton Fee Schedule
2017-2018
SECT101il
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6. Impact Fees
a. School Impact
Fees:
(i)
Issaquah School District
(1) Single Family Fee
$4,635.00
$7,921.00
$7,921.00
(2) Multi f=amily, Duplex, & Accessory Dwelling Fee (ADU)
$1,534.00
$2,386.00
$2,386.00
(ii)
Kent School District
(1) Single Family Fee
$4,990.00
$5,100.00
$5,100.00
(2) Multi Family, Duplex, & Accessary Dwelling Fee (ADU)
$2,163.00
$2,210.00
$2,210.00
(iii)
Renton School D'strict
(1) Single Family Fee
$5,643.00
$6,432.00
$6,432.00
(2) Multi Family, Duplex, & Accessory Dwelling Fee (ADU(
$1,385.00
$1,448.00
$1,448.00
b. Transportation Impact Fees:
(i)
Light Industrial, per sq foot
$3.69
$4.75
$4.75
(ii)
Apartment, per dwelling &Accessory Dwelling Unit (ADU)
$1,923.83
$3,358.55
$3,358.55
(iii)
Church, per sq foot
$1.70
$2.68
$2.68
(iv)
Coffee/Donut Shop, no drive up, per sq foot
N/A
$110.55
$110.55
(v)
Coffee/Donut Shop, with drive up, per sq foot
N/A
$116.12
$116.12
(vi)
Condominium & Duplexes per dwelling
$1,546.31
$2,822.61
$2,822.61
(vii)
Convenience market- 24 hour, per sq foot
$26.84
$110.91
$110.91
{viii)
Daycare, per sq foot
N/A
$48.88
$48.88
(ix)
Drinking Place, per sq foot
N/A
$30.77
$30.77
(x)
Drive-in bank, per sq foot
$17.26
$69.89
$69.89
(xi)
Fastfood, no drive -up, per sq foot
$22.65
$70.93
$70.93
(AI)
Fast food, with drive -u p, per sq foot
$27.66
$90.36
$90.36
(xiii)
Gas station with convenience store, per pump
$8,588.71
$32,656.54
$32,656.54
(xiv)
Gas station, per pump
$8,033.75
$43,661.15
$43,661.15
(xvQ
General office, per sq foot
$5.10
$7.29
$7.29
(xvii)
Health/fitness club, per sq foot
$6.85
$18.01
$18.01
(xviii)
Hospital, per sq foot
$3.02
$3.90
$3.90
(xix)
Hotel, per room
$1,952.79
$2,143.76
$2,143.76
(xx)
Manufacturing, per sq foot
$2.78
$3.58
$3.58
(xxvi)
Marina, per boat berth
$476.56
$1,143.34
$1,143.34
(xxi)
Medical office, per sq foot
$9.39
$16.47
$16.47
(xxii)
Mini -warehouse, per sq foot
$0.99
$1.29
$1.29
(xxiii)
Mobile home, per dwelling
$1,662.92
$3,215.64
$3,215.64
(xxiv)
Motel, per room
$1,555.62
$1,965.11
$1,965.11
(xxv)
Movie theater, per sq foot
$6.09
$321.57
$321.57
(xxvii)
Nursing home, per hed
$494.92893.23
$893.23
(xxviii)
Restaurant: sit-down, per sq foot
$11-58
$30.48
(xxix)
Senior housing -attached, per dwelling
$384.76
$1,464.90
$1,464.90
(xxx)
Shopping center, per sq foot
$3.33
$13.29
$13.29
(xxxi)
Single family house, per dwelling
$2,951.17
$5,430.85
$5,430.85
(xxxii)
Supermarket, per sq foot
$11-83
$32.91
$32.91
c. Park Impact
Fees:
(i)
Single family
$1,887.94
$2,740.07
$2,740.07
(i i)
Multi -family: 2 units, Duplexes, & Accessory Swelling Unit (ADU)
$1,532.56
$2,224.29
$2,224.29
(iii)
Multi -family: 3 oro units
$1,458.52
$2,116.84
$2,116.84
(iv)
Multi -family: 5 or more units
$1,280.84
$1,858.95
$1,858.95
(v)
Mobile home
$1,340.06
$1,944.91
$1,944.91
d. Fire Impact Fees:
(i)
Residential - single family (detached dwellings & duplexes)
$495.10
$718.56
$718.56
(ii)
Residential - multi family & Accessory Dwelling Unit (ADL;)
$495.10
$718.56
$718.56
(iii)
Hotel/motel/resort
$0.65
$0.94
$0.94
(iv)
Medical care facility
$5.56
$8.04
$8.04
(v)
Office
$0-14
$0.21
$0.21
(vi)
Medical/dental office
$0.87
$1.26
$1.26
(vii)
Retail
$0.61
$0.88
$9.88
(viii)
Leisure facilities
$1.36
$1.98
$1.98
(ix)
Restaurant/lounge
$1.84
$2.67
$2.67
(x)
Industrial/manufacturing
$0.08
$0.12
$0.12
(A)
Church/non-profit
$0.25
$0.36
$0.36
(Al
Education
$0.45
$0.66
$0.66
(xil
Special public facilities
$3.33
$4.83
$4.83
•(i) -(ii) is per unit
*(iii}(xiiij is per square foot
2017/2018 Fee Schedule 14 4>