HomeMy WebLinkAbout04-22-19 TC Agenda packet ' �'I I I / / / I /'I '/ . / / I I I
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Vision Statement
An oasis of natura/beauty that maintains our open spaces in balance with distinctive
deve%pment, trai/s, and qua/ity of/ife amenities amidst an ever ex,nanding urban/andscape.
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Mission Statement
West/ake is a unique community b/ending preservation of our natura/environment and
viewscapes, while ser�ing our residents and businesses with superior municipa/and academic
services that are accessib/e, e�cient, cost-effective, and transparent.
West/ake Texas- "One-of-a-kind community; natura/oasis-,nro�iding
an exceptional level of service."
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]oint Work Session with the Plannina and Zoninu Commission
1. CALL TO ORDER—TOWN COUNCIL
2. CALL TO ORDER— PLANNING AND ZONING COMMISSION
3. PLEDGE OF ALLEGIANCE
4. PRESENTATION AND DISCUSSION REGARDING THE 2015 FORGING WESTLAKE
COMPREHENSIVE PLAN.
5. AD]OURNMENT OF THE JOINT WORK SESSION.
Work Session
1. CALL TO ORDER
2. REVIEW OF CONSENT AGENDA ITEMS FOR THE TOWN COUNCIL REGULAR
MEETING AGENDA.
3. REPORTS
Reports are prepared for informational purposes and will be accepted as presented.
(There will no presentations associated with the report items) There will be no separate
discussion unless a Council Member requests that report be removed and considered
separately.
a. Report of Quarterly Financial Dashboard and Analysis including Capital Projects
for the Quarter ended March 31, 2019.
4. DISCUSSION ITEMS
a. Presentation and discussion regarding State Highway 170/Roanoke Road
intersection and TxDOT speed studies.
b. Standing Item: Presentation and discussion of development projects per Staff
Report March 2019 including an Entrada report from the Developer and projects
in Planned Development PD 3-5.
5. EXECUTIVE SESSION
The Council will conduct a closed session pursuant to Texas Government Code, annotated,
Chapter 551, Subchapter D for the following:
a. Section 551.071 (2) Consultation with Attorney on a matter in which the duty of
the attorney to the governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with this chapter:
Trophy Club Municipal District No. 1
b. Section 551.087 Deliberation Regarding Economic Development Negotiations
(1) to discuss or deliberate regarding commercial or financial information that
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the governmental body has received from a business prospect that the
governmental body seeks to have locate, stay, or expand in or near the territory
of the governmental body and with which the governmental body is conducting
economic development negotiations; or (2) to deliberate the offer of a financial
or other incentive to a business prospect described by Subdivision (1) for the
following:
- BRE Solana
- Waterside Land Company LLC
6. RECONVENE MEETING
7. COUNCIL RECAP / STAFF DIRECTION
8. AD70URNMENT
Reqular Session
1. CALL TO ORDER
2. ITEMS OF COMMUNITY INTEREST: Mayor and Council Reports on Items of
Community Interest pursuant to Texas Government Code Section 551.0415 the Town
Council may report on the following items: (1) expression of thanks, congratulations or
condolences; (2) information about holiday schedules; (3) recognition of individuals; (4)
reminders about upcoming Town Council events; (5) information about community
events; and (6) announcements involving imminent threat to public health and safety.
3. CITIZEN COMMENTS: This is an opportunity for citizens to address the Council on any
matter whether or not it is posted on the agenda. The Council cannot by law take action
nor have any discussion or deliberations on any presentation made to the Council at this
time concerning an item not listed on the agenda. The Council will receive the
information, ask staff to review the matter, or an item may be noticed on a future agenda
for deliberation or action.
4. CONSENT AGENDA: All items listed below are considered routine by the Town Council
and will be enacted with one motion. There will be no separate discussion of items unless
a Council Member or citizen so requests, in which event the item will be removed from the
general order of business and considered in its normal sequence.
a. Consider approval of the revised minutes from the meeting on January 7, 2019.
b. Consider approval of the revised minutes from the meeting on February 25, 2019.
c. Consider approval of Resolution 19-17, Authorizing the Town Manager to
execute a contract with Jerry Hodge &Associates, LLC for project management
services related to TxDOT construction of State Highway 114 services roads and
other improvements and amending the adopted budget to provide funding.
d. Consider approval of the minutes from the meeting on March 25, 2019.
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5. PRESENTATION AND DISCUSSION REGARDING THE PROJECT SUMMARY OF
THE WESTLAKE FIRE-EMS STATION NO. 1.
6. EXECUTIVE SESSION
The Council will conduct a closed session pursuant to Texas Government Code, annotated,
Chapter 551, Subchapter D for the following:
a. Section 551.071 (2) Consultation with Attorney on a matter in which the duty of
the attorney to the governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with this chapter:
Trophy Club Municipal District No. 1
b. Section 551.087 Deliberation Regarding Economic Development Negotiations
(1) to discuss or deliberate regarding commercial or financial information that
the governmental body has received from a business prospect that the
governmental body seeks to have locate, stay, or expand in or near the territory
of the governmental body and with which the governmental body is conducting
economic development negotiations; or (2) to deliberate the offer of a financial
or other incentive to a business prospect described by Subdivision (1) for the
following:
- BRE Solana
- Waterside Land Company LLC
7. RECONVENE MEETING
8. TAKE ANY ACTION, IF NEEDED, FROM EXECUTIVE SESSION ITEMS.
9. FUTURE AGENDA ITEMS: Any Council member may request at a workshop and / or
Council meeting, under��Future Agenda Item Requests", an agenda item for a future
Council meeting. The Council Member making the request will contact the Town Manager
with the requested item and the Town Manager will list it on the agenda. At the meeting,
the requesting Council Member will explain the item, the need for Council discussion of
the item, the item's relationship to the Council's strategic priorities, and the amount of
estimated staff time necessary to prepare for Council discussion. If the requesting Council
Member receives a second, the Town Manager will place the item on the Council agenda
calendar allowing for adequate time for staff preparation on the agenda item.
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10. AD]OURNMENT
ANY ITEM ON THIS POSTED AGENDA COULD BE DISCUSSED IN EXECUTIVE SESSION
AS LONG AS IT IS WITHIN ONE OF THE PERMITTED CATEGORIES UNDER SECTIONS
551.071 THROUGH 551.076 AND SECTION 551.087 OF THE TEXAS GOVERNMENT
CODE.
CERTIFICATION
I certify that the above notice was posted at the Town Hall of the Town of Westlake, 1500 Solana Blvd.,
Building 7, Suite 7100, Westlake, TX 76262, April 17, 2019, by 5:00 p.m. under the Open Meetings Act,
Chapter 551 of the Texas Government Code.
Kelly Edwards, Town Secretary
If you plan to attend this public meeting and have a disability that requires special needs, please advise
the Town Secretary 48 hours in advance at 817-490-5710 and reasonable accommodations will be made
to assist you.
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�oi nt Session
Town Council and
Planning & Zoning
Item # 3 — Pledge of Allegiance
Texas Pledge:
"Honor the Texas flag; I pledge allegiance to thee, Texas,
one state under God, one and indi�isible. "
Westlake Town Council
Planning and Zoning Commission T N E , o w N o F
WESTLAKE
TYPE OF ACTION
DISTINCTIVE B4 UESIGN
Workshop - Discussion Item
Westlake Town Council/Planning and Zoning Commission
joint Work Session
Monday, Apri122, 2019
ToPrc: Presentation and discussion regarding the 2015 Forging Westlake
Comprehensive Plan
STAFF Co1vTACT: Ron Ruthven, Planning and Development Directar
Strategic Alignment
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High Quality Planning,Design&
Development-We are a desirable
Planned/Responsible People,Facilities, & Preserve Desirability
Development Technology Well planned,high-quality &Quality of Life
community that is distinguished by
exemplary design standards.
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Outside the Scope of Identified Strategic Initiatives
Time Line - Start Date: Apri122, 2019 Completion Date: Apri122, 2019
Funding Amount: N/A Status - � Unfunded Source - N/A
EXECUTIVE SUMMARY(iNCLUDING APPLICABLE ORGANIZATIONAL HISTORY)
This item provides an opportunity for staff to present an overview and a more in depth discussion
with both the Planning and Zoning Commission and the Town Council regarding the 2015 For�ing
Westlake Comprehensive Plan. Town staff along with Robin McCaffrey, of Mesa Planning, will
provide a presentation at the meeting and will respond to any questions that may arise during the
discussion.
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RECOMMENDATION
Review and discussion of the material presented.
ATTACHMENTS
To be given at the meeting.
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�oi nt Session
Town Council and
Planning & Zoning
Item # 5 — Adjournment
Town Cou nci I
Item # 2 — Review of
Consent Items
REVIEW OF CONSENT AGENDA ITEMS FOR THE TOWN COUNCIL REGULAR
MEETING AGENDA.
a. Consider approval of the revised minutes from the meeting on January 7, 2019.
b. Consider approval of the revised minutes from the meeting on Feburary 25, 2019.
c. Consider approval of Resolution 19-17, Authorizing the Town Manager to execute
a contract with Jerry Hodge &Associates, LLC for project management services
related to TxDOT construction of State Highway 114 services roads and other
improvements and amending the adopted budget to provide funding.
d. Consider approval of the minutes from the meeting on March 25, 2019.
Town Cou nci I
Item # 3 — Reports
REPORTS
Reports are prepared for informational purposes and will be accepted as presented.
(there will no presentations associated with the report items) There wlll be no separate disCussion
unless a Council Member requests that report be removed and considered separately.
a. Report of Quarterly Financial Dashboard and Analysis including Capital Projects for
the Quarter ended March 31, 2019.
Westlake Town Council
TYPE OF ACTION T x E T o w H a F
WESTLAKE
Workshop - Report oisriNcrivE sv oEsi�N
Westlake Town Council Meeting
Monday, Apri122, 2019
ToP�c': Report of Quarterly Financial Dashboard and Analysis including Capital Projects
for the Quarter ended March 31, 2019
STaFF CoNTacT: Debbie Piper, Finance Director
Strategic Alignment
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Exemplary Service&Governance Increase
-We set the standard by delivering Transparency,
Fiscal Responsibility Fiscal Stewardship unparalleled municipal and Accessibility&
educational services at the lowest
cost. Communications
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Maintain Receipt of Various Financial Awards for both Municipal and Academic Scrvices
Time Line - Start Date: October 1, 2018 Completion Date: March 31, 2019
Funding Amount: N/A Status - � N/A Source- N/A
EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATiONAL HISTORY)
The 2nd quarter "Dashboard" reports and "Analysis" for the FY 2018-2019 are attached. Our goal is to
have a concise and easy to understand document regarding the financials of our three main (3) operating
funds: General Fund,Visitors Association Fund and the Utility Fund. The remaining funds are a function
of transfers in, related expenditures and transfers out; therefore, we have not prepared quarterly reports
for these funds. We have also included an additional report related to the capital projects year-to-date
expenditures and an update of the projects.
Please note a change in the year-to-date budget calculations. On each individual fund's financial report,
you may see an "M" or "%", beside several revenue line items. The "M" indicates the calculation for
"Estimated Allocation of the YTD Budget" is based on the actual number of months of revenue received
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vs. the number of months into the fiscal year (6 months). This is a more apples to apples comparison and
my hope is that this new snapshot avoids confusion with our comparisons of the accrued revenue accounts,
i.e. sales tax revenue, franchise fees, hotel occupancy taxes, etc.
The "%" symbol, which was used previously with the Utility Fund only, represents the use of the
percentage of actual dollars received in the prior year during the same period compared to budgeted dollars
in the current year. The "Estimated Allocation of the YTD Budget" column is based on this percentage
rather than the number of months to-date in the current fiscal year since they are not received equally
throughout the year. Examples of this would be property tax revenues which are primarily received in the
first two quarters of the fiscal year vs. water revenues, of which a major portion is received in the spring
and summer(hotter, dryer months).
These quarterly reports contain a "dashboard" display complete with major revenue and expenditure
categories. Because we are further into the year and aware of various line items that will need adjustments,
we have added an"Estimated"column which includes these changes. The"Dashboard Variance"amounts
are based on the "Estimated" vs. the "Actual" columns. The color green obviously means that we are
good in those specific line items when comparing "YTD Budget" to "YTD Actuals". Any concerns
between these two areas show up as yellow (cautionary) or red(critical).
A summary is presented at the bottom of each funds' financial page indicating the net revenues over
(under) expenditures along with the projected ending fund balances for the PY Actuals, Adopted Budget,
Estimated Budget,Allocation of YTD Estimated Budget, as well as the YTD Actuals. The operating days
remaining in Unrestricted Fund Balance have been calculated using total operating expenditures. Our
updated Fiscal and Budgetary Policies state that we will strive to maintain 180 days of operations.
Note the "Analysis" is color coded and corresponds to the specific line-item on the "Dashboard" report.
All "cautionary" and "critical" items are detailed with explanations of the variances. I have explained
several of the line-items that were greater(green)in revenue than we anticipated,helping you understand
what specifically happened with that revenue line-item. I have also included explanations for several
expenditures that were considerably under budget so you may see why these funds have not been
expended.
In addition to the above, each section of the "Analysis" contains the "Estimated Budget" and "Change in
Budget"totals with an explanation,if needed. To help in reading this report, each eXplanation ties directly
back to the"Dashboard"report.
RECOMMENDATION
The Council review the current quarterly financial reports.
ATTACHMENTS
Quarterly Financial Dashboard and Analysis for the Quarter Ended 3/31/19 for the following funds:
• General Fund
• Visitors Association Fund
• Utility Fund
Capital Improvements Update
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General Fund
Quarterly Financial Dashboard
Quarter Ended 3/31/2019
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REVENUES AND OTHER SOURCES
PY Actuals ADOPTED ESTIMATED Allocation YTD Actuals Percent of Over
(M)eased on number ojmonths ojreceipts through Annual Annual of Estimated through YTD Estimated (Under)
(%J Based on same%as prior year 2nd Quarter Budget Budget YTD Budget 2nd Quarter Budget Budget
M General Sales Tax 5 months $ 1,763,973 $ 3,900,000 $ 3,900,000 $ 1,400,000 $ 2,273,131 162% $ 873,131
% Property Tax 96% 1,282,247 1,733,356 1,733,356 1,684,232 1,638,462 97% (45,770)
% Franchise Fees 28% 214,895 983,815 983,815 253,877 254,783 100% 905
Permits and Fees Misc 113,938 263,303 263,303 111,580 59,534 53% (52,047)
Permits and Fees Bldg (inc100%Schwab) 1,054,707 4,357,571 4,357,571 4,623,180 4,847,568 105% 224,389
Fines&Forfeitures 333,818 715,545 715,545 357,773 266,033 74% (91,739)
Misc Income 133,719 293,480 293,480 131,641 124,882 95% (6,758)
Total Revenues 4,897,297 12,247,070 12,247,070 8,562,283 9,464,393 111% 902,111
Transfer In - 66,539 66,539 - - -
Total Revenues and Other Sources $ 4,897,297 $ 12,313,609 $ 12,313,609 $ 8,562,283 $ 9,464,393 111% $ 902,111
RevenueLegend
sitive Cautious Negative
•greaterthan •between •lessthan
90% 70%-90% 70%
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EXPENDITURES AND OTHER USES PY Actuals ADOPTED ESTIMATED Allocation YTD Actuals Percent of Over
through Annual Annual of Estimated through YTD Estimated (Under)
2nd Quarter Budget Budget YTD Budget 2nd Quarter Budget Budget
Payroll,Taxes,Insurance,Retirement $ 1,942,763 $ 4,495,731 $ 4,495,731 $ 2,236,325 $ 2,237,182 100% $ 857
Operations&Maintenance 3,157,554 5,083,195 5,083,277 3,183,180 3,090,591 97% (92,588)
Total Expenditures(Inc.TO to Debt) 5,100,317 9,578,926 9,579,008 5,419,504 5,327,773 98% (91,731)
Transfer Out 295,605 2,486,065 3,167,065 3,167,065 3,167,065 100% -
Total Expenditures and Other Uses $ 5,395,922 $ 12,064,992 $ 12,746,074 $ 8,586,570 $ 8,494,839 99% $ 91,731
Expenditure Legend
itrve Cautious Negative
•lessthan •between •greaterthan ExEMPLARY
100% 101%-110% 110% GOVERNANCE
Tcwrn Officials,both
Elected and
Appointed,exhibit
Respect,
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Vision, and
SUMMARY PYActuals ADOPTED ESTIMATED Allocation YTDActuals Transparency
through Annual Annual of Estimated through
2nd Quarter Budget Budget YTD Budget 2nd Quarter
Total Revenues&Other Sources $ 4,897,297 $ 12,313,609 $ 12,313,609 $ 8,562,283 $ 9,464,393 $ERVICE EXCELLENCE
Total Expenditures&Other Uses 5,395,922 12,064,992 12,746,074 8,586,570 8,494,839 '-alic Service that is
Net Change to Fund Balance $ (498,626) $ 248,618 $ (432,464) $ (24,287) $ 969,555 ='esponsive and
�rofessional,while
Beginning Fund Balance 10,242,277 9,761,849 9,761,849 9,761,849 9,761,849 ;�.ancing Efficiency,
Ending Fund Balance 9,743,652 10,010,467 9,329,385 9,737,562 10,731,404 _:=fectiveness and
Restricted Funds 520,158 304,504 304,504 304,504 287,295 Financial
Unrestricted Fund Balance $ 9,223,494 $ 9,705,964 $ 9,024,882 $ 9,433,058 $ 30,444,309 �te�ards'r�ip
Total Operating Expenditures $9,255,998 $9,578,926 $9,579,008 $5,419,504 $5,327,773
Daily Operating Cost $25,359 $26,238 $26,244 $26,146 $26,146
#of Operating Days Unrestricted 365 322 344 361 399
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Town of Westlake
Dashboard Analysis for Quarter Ended 03/312019
GENERAL FUND
TOTAL REVENUES AND OTHER SOURCES
$ 12,313,609 Adopted Budget
$ 8,562,283 YTD Budget
$ 9,464,393 YTD Actual
111% YTD Budget %
$ 902,111 Over (Under) Budget
GENERAL SALES TAX
$ 3,900,000 Adopted Budget
$ 1,400,000 YTD Budget
$ 2,273,131 YTD Actual
162% YTD Budget %
$ 873,131 Over(Under) Budget
• Sales tax revenues are received from the State two months after paid. Because the Town is
on a modified accrual basis, we can recognize these revenues when earned.
• Current year budget includes $1.2M in revenue projected from the Schwab Phase 1 Situs
agreement. YTD = $500K; received $705K—variance of$205K
• One-time funds related to renovation/new equipment are approximately$450K
• Staff has talked with Lewis McClain who helps various cities with their sales tax analysis
regarding breaking down sales vs use tax; he was unaware that this would be possible
• No response has been received from the State regarding a request as to whether this
separation would be possible; staff will follow-up.
PERMITS AND FEES - MISCELLANEOUS
$ 263,303 Adopted Budget
$ 111,580 YTD Budget
$ 59,534 YTD Actual
53% YTD Budget %
$ (52,047) Over(Under) Budget
• The Miscellaneous permit and fees category is comprised of revenues from four different
departments; General Services, Planning and Development, the Fire Department and the
Municipal Court. Income in these departments/categories will not be distributed evenly over
the fiscal year.
• The largest items that make up this category are the following:
o Development Fees ($28,937)
o Engineer Review/Civil Fees ($10,400)
o Gas Well Fees ($5,200)
o Contractor Registration ($4,183)
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Town of Westlake
Dashboard Analysis for Quarter Ended 03/312019
GENERAL FUND
PERMITS AND FEES - BUILDING
$ 4,357,571 Adopted Budget
$ 4,623,180 YTD Budget
$ 4,847,568 YTD Actual
105% YTD Budget %
$ 224,389 Over(Under) Budget
• The YTD Budget was calculated using 100% of the Schwab Phase 2 budgeted revenue which
totaled 56% of the total budget and 50%of the remaining budget.
• Total budgeted for Schwab was $2,444,394—received $3,533,787; $1,089,393 more than
anticipated due to the following:
o Budgeted Phase 2 to have similar revenues (slightly more) than Phase 1
o Fee schedule FY 17-18 was used for budgeting; new fees were adopted for FY 18-19
which increased commercial fees
o Valuation was higher than anticipated
• See attached for detail of commercial and residential activity
FINES AND FORFEITURES
$ 715,545 Adopted Budget
$ 357,773 YTD Budget
$ 266,033 YTD Actual
74% YTD Budget %
$ (91,739) Over(Under) Budget
• Income will not be distributed evenly over the fiscal year
• Other revenues (technology, security, warrant fees, collection fees) under budget $5,695
• Citation Revenue (net of state fees) under budget $86,044.
• Below is an explanation received from Chief Wilson of Keller PD:
Multiple factors have impacted the decrease from last fiscal year to date; however, I am very
confident that you will see year end totals exceed lasts years. Below are factors that have
resulted in the lower performance for the first 6 months of FY 18-19:
o Training of new motor officers: Three new motor officers attended police motorcycle
training and required accident investigation training during the first half of FY 18-19.
o A Traffic Officer was deployed with his military unit in September of 2018 for a 1-year
deployment to Cuba. In response to this we re-allocated a designated traffic officer
from Keller to Westlake. As a result, if a major accident occurs in Keller requiring Traffic
unit investigation an officer is dispatched.
o Implemented Directed patrols in recognized high crime areas (construction sites) in
Westlake to reduce Part 1 Crime. In the first quarter of 2019, we saw a reduction in Part
1 Crime of 43 % as compared to the fourth quarter of 2018.
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Town of Westlake
Dashboard Analysis for Quarter Ended 03/312019
GENERAL FUND
o Changes to the State of Texas Step Grant from 2018 to 2019: In 2018, the STEP Program
operated off a system requiring the officer to generate 4 points per hour. These points
were derived from the issuance of citations. In 2019, the program was modified to
reflect the DDACTS Model (Data Driven Policing). Under this model, citations are not
required to be issued. Officers are only required to stop 2.5 vehicles per hour. The
program is focusing on crime and crash reduction through high visibility traffic
enforcement. This change was to bring the program in line with the 215t Century
Policing model.
What to expect the remainder of the Fiscal Year:
o We will be experimenting with a new policing strategy for the next 6 months in Keller
and Westlake as it relates to the allocation of officers. The program designates an
officer for each patrol shift in the role of Crime and Crash Abatement. The officer will be
deployed in accordance with identified high crash and crime areas in Keller
and Westlake based upon the prediction module within our Crime Analysis system. The
officer's sole role will be to perform high visibility traffic enforcement in the areas in
which he/she are assigned. This program will not take away from the traditional role of
the Traffic Unit nor the staffing of the unit, but as a result the program will increase
targeted traffic enforcement in the Town.
o The new traffic officers will attend Accident Reconstruction training in June. After this
training is completed the only other training required of them would be that which is
required by the department and/or TCOLE.
o Consistent performance month to month.
o Enforcement strategies and outcomes will be monitored weekly, rather than monthly.
TRANSFERS IN
$ 66,539 Adopted Budget
$ 0 YTD Budget
$ 0 YTD Actual
0% YTD Budget %
$ 0 Over(Under) Budget
• This category is comprised of a transfer in from the Utility Fund based on the forecasted Fort
Worth Impact Fees on new home construction starts. This amount will be transferred at year
end based on actuals receipts.
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Town of Westlake
Dashboard Analysis for Quarter Ended 03/312019
GENERAL FUND
TOTAL EXPENDITURES AND OTHER USES
$ 12,064,992 Adopted Budget
12,746,074 Amended Budget
$ 8,586,570 YTD Budget (based on Amended)
$ 8,494,839 YTD Actual
99% YTD Budget %
$ (91,731) Over (Under) Budget
PAYROLL AND RELATED
$ 4,495,731 Adopted Budget
$ 2,236,325 YTD Budget
$ 2,237,182 YTD Actual
100% YTD Budget %
$ 857 Over(Under) Budget
• This cost is affected by employee taxes and insurances costs and will fluctuate as policies
change; medical, dental, life, workers comp, unemployment.
OPERATIONS & MAINTENANCE
$ 5,083,277 Adopted Budget
$ 3,183,180 YTD Budget
$ 3,090,591 YTD Actual
99% YTD Budget %
$ (92,588) Over(Under) Budget
• The Operations and Maintenance category is comprised of several different departments and
expenditure classifications. Many of the accounts are event driven and therefore will not be
distributed evenly over the fiscal year.
TRANSFERS OUT
$ 2,486,065 Adopted Budget
$ 3,167,065 Amended Budget
$ 3,167,065 YTD Budget based on Amended
$ 31,67,065 YTD Actual
100% YTD Budget %
$ 0 Over(Under) Budget
• Due to the funds received in excess of the adopted budget for Development Fees during the
15t quarter, additional funds were budgeted and 100% has been transferred to the GM&R and
VM&R funds.
• Capital Projects—The budgeted transfer of$1,025,000 has been completed
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BUILDING PERMITS AND FEES
2ND Quarter Ended 03-31-2019
SINGLE FAMILY RESIDENTIAL PERMITS
$ 1,245,263 Total Budget
$ 622,632 YTD Budget
$ 599,899 YTD Actual
1. GRANADA
$ 150,750 YTD Budget
$ 27,050 Per Unit Budget
$ 114,560 P&D Actual
$ 28,640 Per Unit Actual
• Budgeted to start 10 homes for the year
• 4 building permit have been issued
o Granada is a prime neighborhood for development. Lot availability and variation is
still relatively high with about 20 remaining lots to develop.
2. ENTRADA
$ 266,850 YTD Budget
$ 14,690 Per Unit Budget
$ -0- P&D Actual
$ -0- Per Unit Actual
• Budgeted to start 30 homes for the year
• 0 single-family building permits have been issued
o All permit revenues are budgeted to be transferred to Capital Project Fund
o -0- building permits are currently under review
o -0- building permits on hold due to reaching residential level cap
o Entrada has started to receive more attention for residential now that infrastructure
is in place. 30 building permits for Block E (Crescent Custom Homes), Block J (Calais
Custom Homes) and Block I (Pentavia Custom Homes) were issued in the last fiscal
year. With 150 condominium units approved in the Entrada Plaza Mayor by Town
Council, these numbers should exceed the budget. However, fees for the
condominium buildings are calculated under commercial fees instead of residential
fees, as they are under one permit per building.
3. VAQUERO
$ 26,640 YTD Budget
$ 156,144 P&D Actual
$ 23,540 Per Calculation
• Budgeted to start 2 homes for the year
• 4 building permits have been issued
o Although lot availability in Vaquero is decreasing, permits are still being issued and
is performing better than expected (budgeted).
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BUILDING PERMITS AND FEES
2ND Quarter Ended 03-31-2019
4. QUAIL HOLLOW
$ 74,175 YTD Budget
$ 46,350 Per Unit Budget
$ 293,115 P&D Actual
$ 41,873 Per Unit Actual
• Budgeted to start 3 homes for the year
• 7 building permits have been issued
o Quail Hollow is performing better than expected (budgeted) with 7 homes issued.
5. CARLYLE COURT
$ 17,585 YTD Budget
$ 32,071 Per Unit Budget
$ 33,967 P&D Actual
$ 33,967 Per Unit Actual
• Budgeted to start 1 home for the year
• 1 building permit has been issued
o There are no more lots available to develop in Carlyle Court after the issuance of
this permit
6. TERRA BELLA
$ 15,897 YTD Budget
$ 28,964 Per Unit Budget
$ -0- P&D Actual
$ -0- Per Unit Actual
• Budgeted to start 1 home for the year
• 0 building permit has been issued
o Terra Bella has slowed down for new construction. There are very few lots
remaining to develop; therefore, the interest in this area is not as high as the
newer subdivisions.
7. THE KNOLLS AT SOLANA
$ 87,892 YTD Budget
$ 31,850 Per Unit Budget
$ -0- P&D Actual
$ -0- Per Unit Actual
• Budgeted to start 4 homes for the year
• 0 building permits have been issued
o With subdivision improvements underway, completion is anticipated to be the end
of 2019. As such, building permits may not be issued within this fiscal year.
However, interest is high to develop in the neighborhood and builders are anxious
to begin construction.
�
BUILDING PERMITS AND FEES
2ND Quarter Ended 03-31-2019
8. OTHER SUBDIVISIONS
$ 34,950 YTD Budget
$ 31,850 Per Unit Budget
$ -0- P&D Actual
$ -0- Per Unit Actual
• Budgeted 2 miscellaneous permits for the year
• 0 building permit have been issued
s
BUILDING PERMITS AND FEES
2ND Quarter Ended 03-31-2019
COMMERCIAL PERMITS & FEES
$ 3,276,608 Adopted Budget
$ 1,638,304 YTD Budget
$ 4,355,894 YTD Actual
1. ENTRADA
$ 665,464 Adopted Budget
$ 332,732 YTD Budget
$ 237,667 YTD Actual
• All of"Restaurant Row" including the Chapel & Reception Hall building permits have been
issued along with the parking garage to service those areas (located by the gas well pad).
• Staff has seen interest in the smaller commercial sites located near CVS and Primrose and
the retail portion next to the gas well pad site. The developer has also conveyed the gas
well pad may be reconfigured as the new site for an event center.
2. CHARLES SCHWAB/ FRONT 44
$ 2,444,644 Adopted Budget
$ 2,444,644 YTD Budget (100%)
$ 3,895,435 YTD Actual
• The building permits for Charles Schwab Phase 2 have been issued and groundwork for the
area has been mobilized. The Phase 2 campus is expected to be completed by early 2021.
• The building permit fee came in significantly higher than expected by town staff for the
three buildings in Phase 2 due to the following:
o Budgeted Phase 2 to have similar revenues (slightly more) than Phase 1
o Fee schedule for FY 17-18 was used for budgeting; new fees were adopted for FY
18-19 which increased commercial fees
o Valuation and square footage was higher than anticipated
3. OTHER COMMERCIAL(SOLANA/DELOITTE/FIDELITY/MISC.)
$ 166,500 Adopted Budget
$ 83,250 YTD Budget
$ 222,791 YTD Actual
• The Solana Plaza/Terrace continues to receive remodels for new tenants or expanding
tenants.
• Fidelity is remodeling portions of their campus as well as adding shade structures and
signage around the campus
• In addition to expanding the Spec's Spirits and Wine store by double, they are remodeling
the existing interior as well.
9
Visitors Association Fund
Quarterly Financial Dashboard
Quarter Ended 03/31/19
� �
REVENUES AND OTHER SOURCES PY Actuals ADOPTED Allocation YTD Actuals Percent Over
(MJ eased on number of months of receipts thrOugh Annual Of the thrOUgh of YTD (Under)
2nd Quarter Budget YTD Budget 2nd Quarter Budget Budget
M Hotel Occupancy Tax 5 months $ 308,406 $ 816,702 $ 340,293 $ 349,859 103% $ 9,567
Misc Income 16,399 27,193 14,559 14,836 102% 277
Total Revenues and Other Sources $ 324,805 $ 843,895 $ 354,852 $ 364,695 103% $ 9,843
RevenueLegend
Positive Cautious Negative
•greater than •between •less than
90% 70%-90% 70%
1 1
EXPENDITURES AND OTHER USES PY Actuals ADOPTED Allocation YTD Actuals Percent Over
through Annual of the through of YTD (Under)
2nd Quarter Budget YTD Budget 2nd Quarter Budget Budget
Operations& Maintenance $ 160,235 $ 427,811 $ 213,906 $ 179,933 84% $ (33,973)
Operating Transfers for Payroll 214,611 555,167 277,584 246,101 89% (31,483)
Total Ex enditures and Other Uses $ 374,845 $ 982,978 $ 491,489 $ 426,034 87% $ (65,455)
Expenditure Legend
ositive Cautious Negative
•lessthan •between •greaterthan
Z���o 100�-ZZ��o 110�
EXEMPLARY
GOVERNANCE
' � ' ' -f�,��ru Officials,both
SUMMARY PY Actuals ADOPTED Allocation YTD Actuals =lected and
through Annual of the through ,r,��;��inted, exhibit
2nd Quarter Budget YTD Budget 2nd Quarter Respect,
Total Revenues&Other Sources $ 144,433 $ 843,895 $ 354,852 $ 364,695 ��zwardship,Vision,
Total Expenditures&Other Uses 374,845 982,978 491,489 426,034 �,nd Transparency
Net Change to Fund Balance $ (230,412) $ (139,083) $ (136,638) $ (61,339)
Beginning Fund Balance 799,168 755,091 755,091 755,091
Ending Fund Balance 568,755 616,008 618,453 693,752 SERVICE
Restricted Funds - - - - EXCELLENCE
Unrestricted Fund Balance $ 568,755 $ 616,009 $ 618,453 $ 693,752 �ublic Service that
u� Responsive and
Total Operating Expenditures $374,845 $982,978 $426,034 �rrofessional,while
Daily Operating Cost $2,494 $2,693 $2,693 �,;�lancing Efficiency,
#of Operating Days Unrestricted 228 229 258 =ff��tiveness and
�inancial
10 �tewardship
Town of Westlake
Dashboard Analysis for Quarter Ended 03/31/2019
VISITORS ASSOCIATION FUND
TOTAL REVENUES AND OTHER SOURCES
$ 843,895 Adopted Budget
$ 354,852 YTD Budget
$ 364,695 YTD Actual
103% YTD Budget %
$ 9,843 Over (Under) Budget
HOTEL OCCUPANCY TAX
$ 816,702 Adopted Budget
$ 340,293 YTD Budget
$ 349,859 YTD Actual
103% YTD Budget %
$ 9,567 Over(Under) Budget
• YTD budget calculation is based on the number of months of receipts received
• The Town has only received 5 months of tax to-date; therefore, the YTD Budget only
reflects 5 months.
MISCELLANEOUS INCOME
$ 27,193 Adopted Budget
$ 14,836 YTD Budget
$ 14,836 YTD Actual
102% YTD Budget %
$ 277 Over(Under) Budget
• This income includes revenues from interest income and insurance refunds. It also
includes other types of revenues that will be event driven (i.e.) sponsorships, donations
and special events from the Westlake Historical Board, and the Community Tree
Lighting. Therefore, the income will not be received evenly over the year.
o Dept 10 General Services— under budget $2,774 (Tree Lighting)
o Dept 24 Historical Board—over budget $3,051 (car show registration/sponsors)
11
Town of Westlake
Dashboard Analysis for Quarter Ended 03/31/2019
VISITORS ASSOCIATION FUND
TOTAL EXPENDITURES AND OTHER USES
$ 982,978 Adopted Budget
$ 491,489 YTD Budget
$ 426,034 YTD Actual
87% YTD Budget %
$ (65,455) Over (Under) Budget
OPERATIONS AND MAINTENANCE
$ 427,811 Adopted Budget
$ 213,906 YTD Budget
$ 179,933 YTD Actual
84% YTD Budget %
$ (33,973) Over(Under) Budget
• The Operations and Maintenance category is comprised of expenditures for the
following departments; General Services, Communications, Historical Board and the
Public Arts Board. Some expenditures will be event driven and therefore, the costs will
not be reflected evenly over the year.
PAYROLL TRANSFERS
$ 555,167 Adopted Budget
$ 277,584 YTD Budget
$ 246,101 YTD Actual
89% YTD Budget %
$ (31,483) Over(Under) Budget
• This cost is also affected by employee taxes and insurances costs and will fluctuate as
policies change; (medical, dental, life, workers comp, unemployment)
• Finance is in the process of analyzing this variance
12
Utility Fund - 500
Quarterly Financial Dashboard
QuarterEnded 3/31/2019
� :
REVENUES AND OTHER SOURCES
PY Attuals ADOPTED ESTIMATED Allocation YTD Actuals Percent Over
(%J eased on same% as prior year through Annual Annual of the through of YTD (Under)
lst Quarter Budget Budget YTD Budget lst Quarter Budget Budget
% Water Revenues 37% 1,438,046 $ 3,302,156 $ 3,302,156 $ 1,197,321 $ 1,103,747 92% $ (93,574)
% Sewer/Waste Revenues 46% 634,163 1,144,953 1,144,953 526,835 661,774 126% 134,939
Tap/Impact Fee Revenues 50,539 117,816 117,816 58,908 70,302 119% 11,394
Permit&Fee Revenues 86,800 274,441 274,441 82,150 65,100 79% (17,050)
Misc Revenues 47,289 83,135 83,135 41,568 43,769 105% 2,202
Other Sources-Bond Revenue - 2,600,000 - - - - -
Total Revenues and Other Sources $ 2 256 837 $ 7 522 501 $ 4 922 501 $ 1 906 781 $ 1 944 693 302% $ 37 911
� RevenueLegend
Cautious Negative
•greaterthan •between •lessthan
90% 70%-90% 70%
� i
EXPENSES AND OTHER USES PY Actuals ADOPTED ESTIMATED Allocation YTD Actuals Percent Over
through Annual Annual ofthe through ofYTD (Under)
lst Quarter Budget Budget YTD Budget lst Quarter Budget Budget
Water Purchases 32% $ 501,527 $ 1,344,600 $ 1,344,600 $ 443,976 $ 312,749 70% $ (131,226)
Operations&Maintenance 932,949 2,650,240 2,650,240 1,278,321 1,248,867 98% (29,454)
Operating Transfers for Payroll 120,119 559,024 559,024 279,512 238,046 85% (41,466)
Debt Service-Fort Worth Water 900,560 1,711,840 - - - 0% -
Transfers Out - 81,539 81,539 - - 0% -
Total Ex enses and Other Uses $ 2 455 156 $ 6 347 244 $ 4 635 404 $ 2 001 808 $ 1 799 662 90% $ 202 146
Expenditure Legend
Cautious Negative
•lessthan •between •greaterthan EXEMPLARY
iooi ia1� i-Zioi , ZZoi GOVERNANCE
�� Town Officials,both
Elected and
Appointed,exhibit
Respect,
' � ' ' Stewardship,Vision,
SUMMARY PY Actuals ADOPTED ESTIMATED Allocation YTD Actuals �=i� �f��'�spel'2►lty
through Annual Annual ofthe through
1st Quarter Budget Budget YTD Budget 1st Quarter
Total Revenues&Other Sources $2,256,837 $ 7,522,501 $ 4,922,501 $ 1,906,781 $ 1,944,693 $ERVICE
Total Expenses 2,455,156 6,347,244 4,635,404 2,001,808 1,799,662 EXCELLENCE
Net Change to Fund Balance (198,318) 1,175,257 287,097 (95,027) 145,031 � ,�lit$el'VIC2 thdt IS
Beginning Fund Balance 779,124 424,904 424,904 424,904 424,904 �esponsive and
Endinging Fund Balance 580,805 1,600,162 712,002 329,878 569,935 �'y�fe551onal,Whlle
Restricted Funds 216,430 1,074,130 200,830 200,830 200,830 a�1811C111g EffIC1211Cy,
Unrestricted Fund Balance $ 364 375 $ 526 032 $ 511 172 $ 129 048 $ 369 105 -7fE'CtIV211255 811d
Financial
Total Operating Expenses $2,335,037 $4,553,865 $4,553,865 $1,561,616 SteWaYdShlp
Daily Operating Cost $11,387 $12,476 $12,476 $12,476
#of Unrestricted Operating Days 32 42 41 30
13
Town of Westlake
Dashboard Analysis for Quarter Ending 03/31/2019
UTILITY FUND
TOTAL REVENUES AND OTHER SOURCES
$ 7,522,501 Adopted Budget
$ 4,922,501 Estimated Budget
$ 1,906,781 YTD Budget
$ 1,944,693 YTD Actual
102% YTD Budget %
$ 37,911 Over (Under) Budget
WATER REVENUES
$ 3,302,156 Adopted Budget
$ 1,197,321 YTD Budget
$ 1,103,747 YTD Actual
92% YTD Budget %
$ (93,574) Over(Under) Budget
• YTD budget calculation is based on the percentage of revenues received for the same
period in the prior year (37%)
• Variance is primarily caused by the wetter winter this year
SEWER/WASTE REVENUES
$ 1,144,953 Adopted Budget
$ 526,835 YTD Budget
$ 661,774 YTD Actual
126% YTD Budget %
$ 134,939 Over(Under) Budget
• YTD budget calculation is based on the percentage of revenues received for the same
period in the prior year (46%)
• Residential sewer averages work in correlation with water usage based on the prior
year winter quarter average months of December, January, and February consumption
• Commercial is based on the actual consumption
TAP AND IMPACT FEE REVENUES
$ 117,816 Adopted Budget
$ 58,908 YTD Budget
$ 70,302 YTD Actual
119% YTD Budget %
$ 11,394 Over(Under) Budget
• These revenues are a direct reflection of new home starts and commercial building.
14
Town of Westlake
Dashboard Analysis for Quarter Ending 03/31/2019
UTILITY FUND
PERMIT AND FEE REVENUES
$ 274,441 Adopted Budget
$ 82,150 YTD Budget
$ 65,100 YTD Actual
79% YTD Budget %
$ (17,050) Over(Under) Budget
• Permit and Fee revenues are comprised of 3 different revenue types;
o Duct Bank Permit Fees - are a direct reflection of new home starts and are
calculated using the Planning and Development forecast. Revenue is recorded as
new home permits are processed; The total annual budget is $164,300; YTD
budget is $82,150; actual received YTD is $65,100
o Deferred Duct Bank Revenue -from multi-year Duct Bank Fees received in prior
years and allocated over length of the lease; Total annual budget is $40,391; will
be recorded at year end
o TRA Wastewater Settle-up Fees -Total annual budget is $69,750; will be
received/recorded at year end
MISCELLANEOUS REVENUES
$ 83,135 Adopted Budget
$ 41,568 YTD Budget
$ 43,769 YTD Actual
105% YTD Budget %
$ 2,202 Over(Under) Budget
• Miscellaneous budgeted revenues are comprised of several different revenue types,
the majority (67%) being interest income at $55,300; other revenue types include,
meter repair and replacement, insurance refunds, and credit card administrative fees.
OTHER SOURCES - BOND REVENUES
$ 2,600,000 Adopted Budget
$ 0 Estimated Budget
$ 0 YTD Budget
$ 0 YTD Actual
0% YTD Budget %
$ 0 Over(Under) Budget
• Bond revenues of$2.6M for the Fort Worth Water Line project have been transferred
to the Utility Construction Fund #515
• This fund will be reviewed in the Capital Project Section of the quarterly reports
15
Town of Westlake
Dashboard Analysis for Quarter Ending 03/31/2019
UTILITY FUND
TOTAL EXPENDITURES AND OTHER USES
$ 6,347,244 Adopted Budget
$ 4,635,404 Estimated Budget
$ 2,001,808 YTD Budget
$ 1,799,662 YTD Actual
90% YTD Budget %
$ (202,146) Over (Under) Budget
WATER PURCHASES
$ 1,344,600 Adopted Budget
$ 443,976 YTD Budget
$ 312,749 YTD Actual
70% YTD Budget %
$ (131,226) Over(Under) Budget
• YTD budget calculation is based on the percentage of invoices paid for the same period
in the prior year (32%). Much like the revenue which is impacted by the wetter winter
as compared to last year.
OPERATIONS AND MAINTENANCE
$ 2,650,240 Adopted Budget
$ 1,278,321 YTD Budget
$ 1,248,867 YTD Actual
98% YTD Budget %
$ (29,454) Over(Under) Budget
• Operations and Maintenance is comprised of several different expense types, and as
the year progresses, these expenses should balance out.
• Capital Outlay—under budget $(11,783)
o This category is comprised of water taps, water meters and equipment,
miscellaneous mechanical equipment, and computer software and hardware.
• Repair& Maintenance—over budget $22,161
o This category is comprised of several different account numbers for repair
and maintenance of water mains, sewer mains, pump stations and lift
stations vehicles, storage tank, etc. Some expenditures will be event driven
and therefore, the costs will not be reflected evenly over the year.
• Rent & Utilities—under budget $(20,106)
o This includes a portion of the rent/lease payments for the current municipal
office space that is on a 10-year tiered schedule; It also includes costs for
telephone, internet, water and electric
16
Town of Westlake
Dashboard Analysis for Quarter Ending 03/31/2019
UTILITY FUND
• Services—over budget $3,790
o This includes costs of attorney fees, auditors, bank charges, engineering fees,
auto insurance, property insurance, water testing, software maintenance,
utility billing fees, etc. As the year progresses, these expenses should
balance out.
• Supplies—under budget $(1,318)
o This includes costs for safety supplies, miscellaneous hand tools, chemical
supplies, office supplies, vehicle fuel, uniforms, etc. As the year progresses,
these expenses should balance out
• Travel &Training—under budget $(3,042)
o Includes Airfare, care rental, parking fees, meals mileage, training, books, and
registrations; As the year progresses, these expenses should balance out.
OPERATING TRANSFERS FOR PAYROLL COSTS
$ 559,024 Adopted Budget
$ 279,512 YTD Budget
$ 238,046 YTD Actual
85% YTD Budget %
$ (41,466) Over(Under) Budget
• This cost is affected by employee taxes and insurance costs and will fluctuate as
policies change; medical, dental, life, workers comp, and unemployment.
• Finance is in the process of evaluating this variance
DEBT SERVICE— FW WATER LINE
$ 1,711,840 Adopted Budget
$ 0 Estimated Budget
$ 0 YTD Budget
$ 0 YTD Actual
0% YTD Budget %
$ 0 Over(Under) Budget
• Debt Service of$1.7M for the Fort Worth Water Line project has been transferred to
the Utility Construction Fund #515
• This fund will be reviewed in the Capital Project Section of the quarterly reports
17
Town of Westlake
Dashboard Analysis for Quarter Ending 03/31/2019
UTILITY FUND
TRANSFERS OUT
$ 81,539 Adopted Budget
$ 0 YTD Budget
$ 0 YTD Actual
0% YTD Budget %
$ 0 Over(Under) Budget
• This category is comprised of a transfer out to the General Fund based on the
forecasted Fort Worth Impact Fees on new home construction starts. This amount will
be transferred at year end based on actuals receipts.
18
Town of Westlake
Updated through 4/10/2019
CAPITAL PROJ ECTS U PDATE
PROJECT DIRECTOR: TROY MEYER
FIRE STATION COMPLEX
This project is completed! Staff is working with contractor on all closing documents and final billing.
There are a few landscaping punch-list items which will be completed by April 26tn
TOTAL Over�Under)
Acct Description BUDGET Budget
Anticipated Use ofFund Balance $ - $ 319,674 $ (319,674)
Misc Contribution 2016 CO 246,750 246,750 -
Bond Issuance Tax Note 2017 1,530,000 1,530,000 -
Bond Proceeds 2016 CO 9,180,000 9,180,000 -
Contributions Private 1,200,000 1,200,000 -
TotalRevenues 12,156,750 12,476,424 (319,674)
Engineering 62,229 578,032 (515,804)
Construction Expense 7,892,376 7,987,281 (94,905)
Land Value Exterior Expense 1,750,000 1,750,000 -
Design Fees 933,862 802,000 131,862
Furniture&Fixtures 158,422 275,000 (116,578)
Security5ervice 2,692 317,500 (314,808)
Contingency 16,054 182,700 (166,646)
Misc/Land/Foundation 262,325 (262,325)
Appraisal Fees 10,885 13,000 (2,115)
Misc Legal 12,853 16,000 (3,147)
Boyle&Lowry 28,638 35,000 (6,363)
Advertisiing 3,500 (3,500)
Bond Issuance Tax Note 2017 29,232 29,232 -
Bond Issua nce 2016 CO 222,454 222,454 -
Printing 1,330 2,400 (1,070)
Irrigation R&M 11,203 - 11,203
Network/Server 213,789 - 213,789
Utility5et Up 4,852 - 4,852
Public Notices 776 - 776
Misc.Expense 26,062 - 26,062
Total Expenditures 11,377,709 12,476,424 (1,098,716)
�� ��
19
Town of Westlake
Update for Quarter Ended 03/31/2019
CAPITAL PROJ ECTS U PDATE
PROJECT DIRECTOR: TROY MEYER
TRAI L PROJ ECTS
The following Capital Projects are proposed to be funded by a bond issuance that will be placed on a
future Council Agenda for discussion.
Adopted YTD
GL ACCOUNT NUMBER GL DESCRIPTION Budget Actuals Balance
410-74400-19-000-000042 1. Trail Connection at 114/Solana $ 30,000 $ - $ 30,000
410-74400-19-000-000053 2. Trail - Dove/Pearson/Aspen 290,016 - 290,016
$ 320,016 $ - $ 320,016
1. Trail Connection at 114/Solana #42
This project will extend existing 8 feet concrete trail an estimated 1,000 feet from the west side of
Hwy 114 to the frontage road. The project will start after the frontage road is completed from Davis to
Solana Blvd.
2. Trail - Dove/Pearson/Aspen #53
This project will provide trail connectivity from Aspen Lane north to Dove Road along the east side of
Pearson Road. It will also include crosswalk devices at the corner of Dove and Pearson.
ACADEMY PROJECTS
Adopted YTD
GL ACCOUNT NUMBER GL DESCRIPTION Budget Actuals Balance
410-73000-17-000-000077 1. WA-Pond Repairs $ 82,000 $ - $ 82,000
1. Westlake Pond Repairs #77
The irrigation pond at the Westlake Academy continues to leak on the east side with water running
onto the property east of the campus. In March of 2017 a clay dam was installed which has slowed
the water flow. This project will remove the silt from the pond and install a clay liner.
20
Town of Westlake
Update for Quarter Ended 03/31/2019
CAPITAL PROJ ECTS U PDATE
PROJECT DIRECTOR: TROY MEYER
SIGNAGE PROJECTS
Adopted YTD
GL ACCOUNT NUMBER GL DESCRIPTION Budget Actuals Balance
410-74400-19-000-000067 2. Wayfinding Signage $ 229,500 $ - $ 229,500
2. Wavfindinq Siqnaqe #67
The "Wayfinding" Sign Project will showcase the town's major venues, direct visitors through major
corridors that lead to various Town destinations and trails. The project would include the locations,
design and cost estimates to create and install the wayfinding signage.
The package will include but not be limited to the following,
• Development of a Master Plan to provide staff a guideline and template for wayfinding
implementation.
• Recognizable wayfinding system that is easily adaptable for future development
• Create a signage system that blends into Westlake
• Material selections
• Define trail access points
21
Town of Westlake
Update for Quarter Ended 03/31/2019
CAPITAL PROJ ECTS U PDATE
PROJECT DIRECTOR: TROY MEYER
CEMETERY PROJECTS
The following Capital Project is cash funded
Adopted YTD
GL ACCOUNT NUMBER GL DESCRIPTION Budget Actuals Balance
410-73000-19-000-000076 Cemetery Improvements $ 50,000 $ 2,293 $ 47,707
The architect firm has completed a draft layout of the internal road system which include two circler
islands. This plan will be presented to the Town Council in June 2019.
Cemetery Improvements #76
In 2018 staff completed the following improvements at the Cemetery:
• Pipe and cable fence extension on the south property
• Removal of the old cell tower concrete pad
• Added concrete headwalls to all three entrances
• Installed 2-inch water line to irrigate the trees in the cemetery
• Installed the stone on all the head walls
• Completed a tree survey and topography of the five acres
• Hired an architect firm to create a master plan of the cemetery
Staff is currently working with the architect firm on the master plan for the cemetery which will be
presented to the council in Spring 2019.
22
Town of Westlake
Update for Quarter Ended 03/31/2019
CAPITAL PROJ ECTS U PDATE
PROJECT DIRECTOR: .IASON POWER
TECHNOLOGY PROJECTS
Adopted YTD
GL ACCOUNT NUMBER GL DESCRIPTION Budget Actuals Balance
410-74400-20-000-000081 Fiber Connectivity $ 300,000 $ 9,000 $ 291,000
This project will reduce critical infrastructure downtime - with the addition of the EOC at the new
Fire/EMS station and a complete fiber duct between all our locations, we have the opportunity to
install our own dark fiber between all of the locations to provide redundant and faster connectivity
than is currently sourced through available providers.
As we have moved to a virtual server architecture, having our own fast fiber connectivity between
locations will allow us to move virtual servers to any location when necessary (disaster recovery,
scheduled hardware down time for updates, upgrades, repairs, etc.). We will be able to have our data
available at any of the locations without any reduction in speed or productivity. Using our own fiber
will allow us greater flexibility in internet connectivity - options to combine the internet connection at
each location into a single faster connection, or reduce or remove internet connectivity costs at one or
more locations and route all internet traffic through fewer locations.
With this rollout, we would start with 10Gbps connectivity between all of our locations (approximately
100X faster than our current connections), with the ability to increase to 40Gbps - 200Gbps in the
future. We will work with consultants experienced in sourcing options for dark fiber connectivity to
compile bid options for the project.
23
Town of Westlake
Update for Quarter Ended 03/31/2019
CAPITAL PROJ ECTS U PDATE
PROJECT DIRECTOR: .IARROD GREENWOOD
TRANSPORTATION PROJECTS
The following Capital Projects are proposed to be funded by a bond issuance that will be placed on a
future Council Agenda for discussion.
Adopted/ YTD
GL ACCOUNT NUMBER GL DESCRIPTION Amended Actuals Balance
Budget
410-73000-16-000-000040 1. Sam School Road R&D $ 281,960 $ - $ 281,960
410-73000-16-000-000075 2. Flashing Crosswalk Lights 48,956 - 48,956
410-73000-16-000-000078 3. Solana Pavement Repair 90,000 - 90,000
410-73000-16-000-000079 4. Wyck Hill Pavement Resurface 54,450 - 54,450
410-73000-16-000-000080 5. FM1938 Pavement Repairs 80,000 - 80,000
$ 555,366 $ - $ 555,366
1. Sam School Road Reconstruction and Drainaqe#40
The project will provide stabilization of road subgrade and 6" of asphalt to approximately 2,000 LF of
Sam School Road and replace/improve culverts and ditches, consistent with 2011 Graham Pavement
Evaluation Study. Anticipate crack sealing 2nd year from completion. Includes 150 linear feet of
sidewalk.
2. Flashinq Crosswalk Liqhts #75
The town trail system currently starts and/or stops at the Westlake Academy campus. The use of the
trail has increased over the past two years due to the growth of the community and the Academy.
Flashing light at the crosswalk would give vehicles a warning that pedestrians are crossing at Dove Rd &
Ottinger or pove Rd &Pearson. This project includes flashing signs and lights being installed in the
pavement. Includes three flashing lights and striping of the crosswalk at Dove and Pearson. Lights
would be activated by pedestrians walking on the trail that would need to cross over pove to go north on
Pearson.
3. Solana Pavement Repair#78
This project will provide repairs to several sections of concrete pavement failures on Solana Boulevard.
The repairs will consist of removal/replacement of concrete and failed subgrade and traffic control.
4. Wvck Hill Pavement Resurface #79
This project will provide for the removal and replacement of 1" to 2" of the existing 6" asphalt on Wyck
Hill Lane. The existing subgrade is in excellent condition and does not require re-stabilization.
5. FM1938 Pavement Repairs #80
This project will provide repairs to several sections of stamped/stained concrete pavement failures on
FM 1938. The repairs will consist of removal/replacement of concrete and failed subgrade and traffic
control
24
Town of Westlake
Update for Quarter Ended 03/31/2019
CAPITAL PROJ ECTS U PDATE
PROJECT DIRECTOR: .IARROD GREENWOOD
TRANSPORTATION PROJECTS
The following Capital Project is cash funded
Adopted YTD
GL ACCOUNT NUMBER GL DESCRIPTION Budget Actuals Balance
410-74400-16-000-000020 FM1938 Town Improvements $ 220,000 $ 112,277 $ 168,679
FM1938 Town Improvements #20
This work includes repair and replacement of irrigation, wheelchair ramps and sidewalk. Other
improvements include landscape replacement that is scheduled to be completed this spring for
plants that are dead or in need of repair through the FM 1938 corridor. Funding for this work is
from project savings from the 2012 FM 1938 TxDOT road construction landscape project and the
subsequent 2013 streetscape project.
25
Town of Westlake
Update for Quarter Ended 03/31/2019
CAPITAL PROJ ECTS U PDATE
PROJECT DIRECTOR: .IARROD GREENWOOD
WATER LINE PROJECT
FY 17/18 FY 18/19 � TOTAL over(under)
Account Number Acct Description Actuals Actuals • � BUDGET Budget
515-33501-16-000 Bond Proceeds $ - $2,100,000 $2,100,000 $2,100,000 $ -
Total Revenues - 2,100,000 2,100,000 2,100,000 -
515-43310-16-000 Attorney-Boyle& Lowry 2,450 800 3,250 3,250 -
515-48838-16-000 Bond Issuance Fees - 44,250 44,250 44,250 -
515-46195-16-000 Construction - - - 2,052,500 (2,052,500)
Total Expenditures 2,450 45,050 47,500 2,100,000 (2,052,500)
. .- .- . i i i i i� � � � i
The City of Fort Worth's contractor has been working on the west side of the railroad boring under SH 170
and all local road crossings in Fort Worth and laying waterline. The contractor still must bore under the
railroad and Hwy 377. We are waiting for an update construction schedule from the Fort Worth engineer.
26
Town Cou nci I
Item #4 — Discussion
Items
DISCUSSION ITEMS
a. Presentation and discussion regarding State Highway 170/Roanoke Road intersection
and TxDOT speed studies.
b. Standing Item: Presentation and discussion of development projects per Staff
Report March 2019 including an Entrada report from the Developer and projects in
Planned Development PD 3-5.
Westlake Town Council
TYPE OF ACTION T x E i o w N o F
WESTLAKE
Workshop - Discussion Item oisriNcrivE sv oEsicN
Westlake Town Council Meeting
Monday, Apri122, 2019
ToPic: Presentation and discussion regarding SH 170/Roanoke Road intersection
and TxDOT speed studies.
STAFF CoNTAc'T: Jarrod Greenwood, Assistant Town Manager
Strategic Alignment
i � � . � . . , ; . .
� �
- 1 �
High Quality Planning,Design&
Planned/Responsible People,Faciliries, & Development-We are a desirable Improve Technology,
Development Technology Well planned,high-quality Facilities&
community that is distinguished by Equipment
exemplary design standards.
. ,
Outside the Scope of Identified Strategic Initiatives
Time Line - Start Date: Apri122, 2019 Completion Date: Apri122, 2019
Funding Amount: TBD Status - � Unfunded Source - N/A
EXECUTIVE SUMMARY(TNCLUDiNG APPLICABLE ORGANIZATIONAL HISTORY)
Town staff presented a report at the December 12, 2018 Town Council meeting regarding a plan
to close the Roanoke Road crossing at SH 170. At the December 2018 Council meeting, staff
recommended closing the Roanoke Road crossing,just like the Ottinger Road crossing was closed
in 2014, due to the traffic safety concerns and that the crossing will be closed when SH 170 is
constructed through this intersection. Based on Council direction, the Town's traffic engineering
consultant, Lee Engineering, conducted a traffic study of the SH 170/Roanoke Road intersection
to identify options for Town and TXDOT consideration. In addition to this study, Lee Engineering
also reviewed two separate TxDOT speed studies: 1) SH 114 between Solana Blvd. and Trophy
Lake Drive; and 2) SH 170 from the SH 114 interchange to Roanoke Road.
Page 1 of 3
As reported at the December 2018 Council meeting, the construction of the new main lanes on SH
170 has created congestion on SH 170 main lanes and service roads as motorists are attempting to
weave and negotiate turning movements onto Roanoke Road.
The current intersection configuration creates conditions on this section of roadway, which
include:
• Vehicles travelling westbound SH 170 must exit at Roanoke Road at a signalized
intersection.
• As the westbound main lanes on SH 170 transition from two (2) lanes down to one (1)
lane that must eXit, motorists in the left hand lane attempt to accelerate past traffic in the
right hand lane.
• The current ramp configuration does not allow eastbound traffic to enter SH 170 main
lanes prior to the Roanoke Road signal, resulting in traffic backing up from Roanoke
Road to beyond US 377. This also backs up traffic for north and snowbound US 377
lanes.
The Lee Engineering letter provides three options as Identified below:
Pro Con
Option 1 Roanoke . No Route Changes for the motorist • Highest total delay among all options
Road crossing . Minimum construction/modification • Longest westbound queue is expected
remains open efforts on SH 170
Option 2 Roanoke . Lower total delay than option 1 • Requires more
Road closed . Lowest total delay during the PM peak construction/modification efforts
hour compared to Option 1
• Shorter westbound queue is expected on • Re-routing is required for motorist
SH 170 from Roanoke Road
• Lower delays at Roanoke Road
intersection at SH 170 frontage roads
than existing conditions
Option 3 Roanoke . Lower total delay than Option 1 • Higher total delay compared to Option
Road closed . Total delay is similar to Option 2 during 2 during the PM peak hour
the AM peak hour • Requires more
• Shorter westbound queue is expected on construction/modification efforts
SH 170 compared to Optionl
• Re-Routing is required for motorist
from Roanoke Road
• Southbound traffic on Roanoke Road
at SH 170 WBFR is predicted to
experience excessive delay or be re-
routed
Page 2 of 3
Staff is currently scheduling a meeting with TxDOT to discuss the SH 170/Roanoke intersection
options and speed studies within the next week. A communication plan will be developed to
inform Westlake residents/businesses and neighboring communities regarding any plans for the
SH 170/Roanoke Road intersection.
RECOMMENDATION
Review and discussion of the information with staff.
ATTACHMENTS
Lee Engineering SH 170/Roanoke Road letter
Lee Engineering Review of SH 170 and SH 114 Speed Studies
Page 3 of 3
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April 3,2019 9'�..............�...e...v.Q......�
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Jarrod Greenwood f, O,�•.,�f���g��:t`,��
Director of Public Works ,�,�45���3;••'��``�:
Town of Westlake ��,�,�, ,��,.
1500 Solana Boulevard,
Building 7, Suite#7200 . —
Westlake,TX 76262 - -—
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RE: Traffic Analysis—Roanoke Road Intersections at SH 170 Frontage Roads
Dear Mr. Greenwood:
Per the Town of Westlake's request, Lee Engineering has assessed possible traffic operation improvement
measures for the SH 170 Frontage Roads between Roanoke Road and US 377.Traffic operation improvement
measures described in this letter are based on traffic counts and queue data collected within the study area,and
capacity analysis performed as a part of this study.
A review of existing conditions shows the SH 170 westbound freeway main lanes end and traffic exits to the
westbound frontage road (WBFR) approximately 375 feet east of Roanoke Road. During the PM peak hour,
traffic backs up on the SH 170 WBFR from US 377 (Main Street) onto the SH 170 westbound main lanes.
Lee Engineering evaluated year 2021 AM and PM peak hour scenarios. These scenarios assumed built out of
the following developments and capacity improvements:
• Charles Schwab campus south of SH 114 and SH 170 interchange in the Town of Westlake
• Village of Roanoke on southeast corner of US 377 and Parish Lane in the City of Roanoke
• Two99 Monroe Apartments on northwest corner of Parish Lane and Roanoke Road/Walnut Street in
the City of Roanoke
• Parish Lane connection between Roanoke Road/Walnut Street and the SH 170 frontage roads
• Schwab Way connection as a southern leg of the Parish Lane and SH 170 frontage roads diamond
interchange
With these assumptions,Lee Engineering evaluated the following two option under the year 2021 AM and PM
peak hour scenario:
Option 1: Roanoke Road link remain in place between the SH 170 frontage roads
Option 2:Without Roanoke Road link between the SH 170 frontage roads(Roanoke Road intersections
with SH 170 frontage roads as Right In/Right Out intersections)
In March 2019, Lee Engineering submitted a report to the Town with Options 1 and 2. Under Option 2, Lee
Engineering had assumed a traffic signal at the intersection of Roanoke Road at SH 170 WBFR and a Two-
way Stop control for the intersection of Roanoke Road at SH 170 EBFR. The Town requested to evaluate
additional Option 3 defined as:
Option 3: Option 2+Two-way Stop control for Roanoke Road intersections at SH 170 frontage roads
3030 LBJ Freeway,Suite 1660, Dallas,TX 75234
(972)248-3006 office (972)248-3855 fax � www.leeengineering.com Page 1 of 6
Trip generation calculations are provided as an attachment to this letter.Figures for study intersections,existing
traffic counts, assumed directional distribution and total traffic for both options are also provided with the
attachment. Table 1 below presents the result of the capacity analysis performed for this study. Table 2
presents the total delay in hours for the intersections of SH 170 frontage roads at Roanoke Road and US 377
(Main Street).
Table 1: Capacity Analysis Results
SH 170 WBFR and Roanoke Rd(Int.9)
Scenario Peak Hour Intersection EB WB NB SB
Exisring(2019)Conditions AM 181 (B)t -- 16.5(B) 30.4(C) 40.6(C)
PM 53.7(D) -- 55.8(E) 22.5(C) 38.5(D)
Option 1 with Existing AM 21.7(C) -- 20.5(C) 26.5(C) 39.6(D)
Timing PM 1681 (F) -- 181.8(F) 221 (C) 38.8(D)
Option 1 With AM 159(B) -- 10.7(B) 56.3(E) 71.4(E)
Coardination PM 1553(F) -- 1679(F) 189(B) 379(D)
Option 2 AM 7A(A) -- 3.6(A) -- 73A(E)
PM 32.7(C) -- 29.0(C) -- 94.5(F)
Option 3 AM -� -- OA(A) -- 56.1 (F)
PM -- -- 0.0(A) -- >300(F)
SH 170 EBFR and Roanoke Rd(Int.10)
Scenario Peak Hour Intersection EB WB NB SB
Exisring(2019)Conditions AM 190.8(F) 208.7(F) -- 51.3(D) 32A(C)
rM sl.i ��� s3.6��� -- s9.��E� za.a�c�
Option 1 with Existing AM >300(F) >300(F) -- 52.0(D) 41.8(D)
Timing PM 90.4(F) 101.4(F) -- 64.5(E) 45.4(D)
Option 1 With AM 212A(F) 205.5(F) -- 2369(F) >300(F)
Coardination PM 100.8(F) 113.5(F) -- 371 (D) 74.7(E)
AM -- OA(A) -- 0(A) --
Option 2 pM -- OA(A) -- 0(A) --
AM -- OA(A) -- 0(A) --
Option 3 pM -- OA(A) -- 0(A) --
SH 170 WBFR and US 377(int.11)
Scenario Peak Hour Intersection EB WB NB SB
Exisring(2019)Conditions AM 28.8(C) -- 29.5(C) 24.8(C) 33A(C)
PM 78.3 (E) -- l ll.7(F) 27.0(C) 32.7(C)
Option 1 with Existing AM 35.7(D) -- 43.5(D) 24.2(C) 27.6(C)
Timing PM 173.8(F) -- 262.5(F) 25.5(C) 311 (C)
Option 1 With AM 33.8(C) -- 271 (C) 40.8(D) 45.4(D)
Coardination PM 1273(F) -- 1523(F) 69(A) 1593(F)
Option 2 AM 359(D) -- 31.0(C) 411 (D) 45.5(D)
PM 149.6(F) -- 182.4(F) 83(A) 167.2(F)
Option 3 AM 36.6(D) -- 323(C) 411 (D) 45.5(D)
PM 157.0(F) -- 193.8(F) 8.3(A) 167.2(F)
SH 170 EBFR and US 377(Int.12)
Scenario Peak Hour Intersection EB WB NB SB
Exisring(2019)Conditions AM 56.7(E) 75.6(E) -- 329(C) 26.8(C)
PM 54.5(D) 77.0(E) -- 38.0(D) 25A(C)
Option 1 with Existing AM 122.3(F) 199.5(F) -- 34.5(C) 25.4(C)
Timing PM 759(E) 123.8(F) -- 32.3(C) 28.2(C)
Option 1 With AM 74.4(E) 661 (E) -- 103.6(F) 38.7(D)
Coardination PM 117.6(F) 180.1 (F) -- 69.0(E) 51.4(D)
Option 2 AM 773 (E) 65.6(E) -- 109.4(F) 56.5(E)
PM ll0A(F) 147.5(F) -- 165.5(F) 43.2(D)
Option 3 AM 773 (E) 65.6(E) -- 109.4(F) 56.5(E)
PM llOA(F) 147.5(F) -- 165.5(F) 43.2(D)
1 Delay in Seconds/Vehicle;2 HCM methodology does not provide delay values for a Two-Way Stop Control intersections
LCC CI�ICII�CC�II�IC Page 2 of 6
Table 2: Total Delay
Peak Hour Total
Alternative Dela (Hrs)
AM PM
Existing 278.8 233.9
Option 1 With Existing Timing 620.3 565.8
Option 1 With Coordination 366.1 551.3
Option 2 141.0 400.3
Option 3 139.3 445.6
Synchro reports for the capacity analysis are provided with the attachment.
Lee Engineering developed the following options to manage the traffic operations in the study area.
Option 1: Roanoke Road link remain in place between the SH 170 frontage roads
L Intersection Improvements/Modifications
• At the intersection of SH 170 WBFR at US 377 (Main Street), the existing westbound left turn
lane is approximately 280 feet long. Provide longer (1000 feet) westbound left turn lane to
improve signal efficiency.
• Install yield to ramp signage at the intersection of SH 170 westbound exit ramp and SH 170
WBFR
2. Warning Beacons and Signs on SH 170 main lanes and Exit Ramp
Queue data collection noted the queue of 81 vehicles/2025 feet (81*25 = 2025 feet) on the SH 170
westbound exit ramp.Based on the field observations,the queue extends onto SH 170 westbound main
lanes to the existing"ALL TRAFFIC MUST EXIT"sign. This sign is located approximately 2200 feet
upstream of the gore point of the SH 170 westbound exit ramp and the SH 170 WBFR.Implementation
of Option 1 is expected to result in queue from US 377 (Main Street)to back beyond Roanoke Road.
The crest vertical curve of SH 1701imits drivers' ability to see a queue of stopped cars which creates
a safety concern.
Lee Engineering provides the following recommendations to address this safety concern.
• Install two "CAUTION WATCH FOR SLOW TRAFFIC AHEAD" signs with flashers that are
activated by vehicle queue detectors. Recommended locations for these two signs are:
• 800 feet upstream of"FREEWAY ENDS '/z MILE" sign
• 1500 feet upstream of Roanoke Road on SH 170 westbound Exit Ramp
3. Signal Timings
Following coordination patterns were used to evaluate the effects of Signal coordination.
• The AM peak hour of year 2021 total conditions was evaluated with 150 seconds cycle lengths for
the signalized intersections.
• For the PM peak hour of year 2021 total conditions:
o A 180 seconds cycle lengths was used for US 377 (Main Street) intersections at SH 170
frontage roads.
LCC CI�ICII�CC�II�IC Page 3 of 6
o The intersections of Roanoke Road at SH 170 frontage roads were evaluated at half cycle
(90 seconds).
Option 2: Without Roanoke Road link between the SH 170 frontage roads
L Intersection Improvements/Modifications Evaluated
• Remove signal at the intersection of SH 170 EBFR and Roanoke Road. Provide channelization
for northbound right turns to operate the northbound right turn as a free right turn. Keep
signalization in place at the intersection of SH 170 WBFR and Roanoke Road to provide safe
gaps for the southbound traffic at the intersection.
• At the intersection of SH 170 WBFR at US 377 (Main Street), the existing westbound left turn
lane is approximately 280 feet long. Provide longer (1000 feet) westbound left turn lane to
improve signal efficiency.
• Restripe to provide two southbound left turn lanes at the intersection of SH 170 EBFR at US 377
(Main Street).
• Install yield to ramp signage at the intersection of SH 170 westbound exit ramp and SH 170
WBFR
2. Warning Beacons and Signs on SH 170 main lanes and Exit Ramp
Similar to Option 1,implementation of Option 2 is also expected to result in queue from US 377(Main
Street)to back beyond Roanoke Road. The crest vertical curve of SH 1701imits drivers' ability to see
a queue of stopped cars which creates a safety concern.
Lee Engineering provides the following recommendations to address this safety concern.
• Install two "CAUTION WATCH FOR SLOW TRAFFIC AHEAD" signs with flashers that are
activated by vehicle queue detectors. Recommended locations far these two signs are:
• 800 feet upstream of"FREEWAY ENDS '/z MILE" sign
• 700 feet upstream of Roanoke Road
3. Signal Timings
Following coordination patterns were used to evaluate the effects of Signal coordination.
• The AM peak hour of year 2021 total conditions was evaluated with 150 seconds cycle length for
the signalized intersections.
• For the PM peak hour of year 2021 total conditions:
o A 180 seconds cycle lengths was used for US 377 (Main Street) intersections at SH 170
frontage roads.
o The intersection of Roanoke Road at SH 170 WBFR was evaluated at half cycle(90 seconds).
The intersection of Roanoke Road at SH 170 EBFR was evaluated as an unsignalized
intersection.
LCC CI�ICII�CC�II�IC Page 4 of 6
Option 3:Without Roanoke Road link between the SH 170 frontage roads and TWSC for Roanoke Road
intersections at SH 170 frontage Roads
l. Intersection Improvements/Modifications Evaluated
• Remove signals at the intersection of SH 170 EBFR and Roanoke Road. Provide channelization
for northbound right turns to operate the northbound right turn as a free right turn.
• Keep signalization in place at the intersection of SH 170 WBFR and Roanoke Road for a
transition period. During this transition period flash westbound approach signals yellow and
southbound approach signal red.
i. Observe, delays and queue length for the southbound approach during the transition
period.
ii. If the southbound traffic diverts to the other roadways and delays and queue length
reduces to acceptable levels then remove signals and operate the intersection as a
TWSC intersection.
• At the intersection of SH 170 WBFR at US 377 (Main Street), the eXisting westbound left turn
lane is approximately 280 feet long. Provide longer (1000 feet) westbound left turn lane to
improve signal efficiency.
• Restripe to provide two southbound left turn lanes at the intersection of SH 170 EBFR at US 377
(Main Street).
• Install yield to ramp signage at the intersection of SH 170 westbound exit ramp and SH 170
WBFR
2. Warning Beacons and Signs on SH 170 main lanes and Exit Ramp
Implementation of Option 3 is also expected to result in queue from US 377 (Main Street) to back
beyond Roanoke Road. The crest vertical curve of SH 170 limits drivers' ability to see a queue of
stopped cars which creates a safety concern.
Lee Engineering provides the following recommendations to address this safery concern.
• Install two "CAUTION WATCH FOR SLOW TRAFFIC AHEAD" signs with flashers that are
activated by vehicle queue detectors. Recommended locations for these two signs are:
• 800 feet upstream of"FREEWAY ENDS '/z MILE" sign
• 700 feet upstream of Roanoke Road
3. Signal Timings
Following coordination patterns were used to evaluate the effects of Signal coordination.
• The AM peak hour of year 2021 total conditions was evaluated with 150 seconds cycle length for
the signalized intersections of US 377 (Main Street) at SH 170 frontage roads.
• For the PM peak hour of year 2021 total conditions was evaluated with 180 seconds cycle length
for the signalized intersections of US 377 (Main Street) at SH 170 frontage roads.
Table 3 below shows pros and cons of each option.
LCC CI�ICII�CC�II�IC Page 5 of 6
Table 3: Pros and Cons
Alternative Pro Con
• No route changes for the motorists • Highest total delay among all options
Option 1 • Minimal construction/modification • Longest westbound queue is expected on
efforts SH 170
• Lower total delay than Option 1 • Requires more construction/modification
• Lowest total delay during the PM peak efforts compared to Option 1
hour • Rerouting is required for motorist from
Option 2 • Shorter westbound queue is expected on Roanoke Road
SH 170
• Lower delays at Roanoke Road
intersections at SH 170 frontage roads
than existin conditions
• Lower total delay than Option 1 • Higher total delay compared to Option 2
• Total delay is similar to Option 2 during during the PM peak hour
the AM peak hour • Requires more construction/modification
• Shorter westbound queue is expected on efforts compared to Option 1
Option 3 SH 170 • Rerouting is required for motorist from
Roanoke Road
• Southbound traffic on Roanoke Road at
SH 170 WBFR is predicted to
experience excessive delay or be
rerouted
Should you have any questions regarding this study,please contact me at(972)248-3006.
Sincerely �
�='_.
Hetal H Bhatt,P.E.,PTOE
Proj ect Engineer
Lee Engineering,LLC
TBPE Firm F-450
Attachments:
A 1 —Trip Generation
A2—Figures
A3—Synchro Reports
�������������� Page 6 of 6
Attachment 1: Trip Generation
Trip Generation for the Proposed Schwab Campus
Land Use(ITE Land Use) ITE Code Variable(X) Average Weekday AM Peak Hour PM Peak Hour
Equation/Rates
Single Tenant Office Building 715 Employees Ln(T)=0.60Ln(X)+3.71 T=0.50(X)+20.20 T=0.44(X)+34.43
Directional Splits
Single Tenant Office Building 715 Employees 50/50 89/11 15/85
Trips Generated
Land Use Amount Variable(X) Total Enter Exit Total Enter Exit Total Enter Exit
Single Tenant Offcie Building Total Trips 6660 Employees 8,042 4,021 4,021 3,350 2,982 369 2,965 445 2,520
Total Trips 8,042 4,021 4,021 3,350 2,982 369 2,965 445 2,520
Trip Generation for the Proposed Two99 Monroe Apartments
Land Use(ITE Land Use) ITE Code Variable(X) Average Weekday AM Peak Hour PM Peak Hour
Equation/Rates
Multi-Family Housing(Mid-Rise) 221 Dwelling Units T=5.45(X)-1.75 Ln(T)=0.98 Ln(X)-0.98 Ln(T)=0.96 Ln(X)-0.63
Directional Splits
Multi-Family Housing(Mid-Rise) 221 Dwelling Units 50/50 26/74 61/39
Trips Genereted
Land Use Amount Variable(X) Total Enter Exit Total Enter Exit Total Enter Exit
Multi-Family Housing(Mid-Rise) 307 Dwelling Units 1,671 836 836 103 27 76 130 79 51
Total Trips 1,671 836 836 103 27 76 130 79 51
Trip Generation for the Proposed Village at Roanoke
Land Use(ITE Land Use) ITE Code Variable(X) Average Weekday AM Peak Hour PM Peak Hour
Equation/Rates
Shopping Center 820 1000 SQFT Ln(T)=0.68 Ln(X)+5.57 T=0.94(X) Ln(T)=0.74 Ln(X)+2.89
Directional Splits
Shopping Center 820 1000 SQFT 50/50 62/38 48/52
Trips Generated
Land Use Amount Variable(X) Total Enter Exit Total Enter Exit Total Enter Exit
Shopping Center 46.55 1000 SQFT 3,574 1787 1787 44 27 17 309 148 161
Total Trips 3,574 1,787 1,787 44 27 17 309 148 161
Attachment 2: Figures
� / SH 170 WB
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LEGEND
■ STUDY LOCATIONS
• CRITICAL INTERSECTIONS
# COUNT LOCATION(NO#6)
3030 LBJ FREEWAY
SUITE 1660
DALLAS,TEXAS75234 Vicinity Map and Study Locations Figure 1
972-248-3006 FAX 972-248-3855
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and Main St. J T Ottinger Rd.
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COUNT LOCATION 10 COUNT LOCATION 11 COUNT LOCATION 12 COUNT LOCATION 13 COUNT LOCATION 14
SH 170 EB Frontage Rd. SH 170 EB Frontage Rd. SH 170 WB Frontage Rd. Roanoke Rd and US 377 and
and Roanoke Rd. and US 377 and US 377 Parish Ln. Henrietta Creek
Rd/Parish Ln.
3030 LBJ FREEWAY
SUITE 1660
DALLAS,TEXAS75234 2019 Existing AM (PM) Peak Hour Traffic Volumes Figure 2
972-248-3006 FAX 972-248-3855
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Not to soaie SH 170 Speed Study, Westlake, TX
General Trip Distribution Percentages Figure 3
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3030 LBJ FREEWAY
SUITE1660 Assumed Trip Distribution Percentages
DALLAS,TEXAS75234 Figure 4A
972-248-3006 FAX972-248-3855 Roanoke Developments
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DALLAS,TEXAS 75234 F i g u re 4 B
972-248-3006 FAX972-248-3855 Schwab Development
�ee en��nee��n�
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SUITE1660 AM/PM Peak Hour Site Assignments
DALLAS,TEXAS75234 Figure 5
972-248-3006 FAX972-248-3855 Roanoke Developments
�ee en��nee��n�
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DALLAS,TEXAS75234 Figure 6
972-248-3006 FAX972-248-3855 Schwab Development
�ee en��nee��n�
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SUITE1660 2021 Estimated Total Traffic Conditions
DALLAS,TEXAS75234 Figure 7
972-248-3006 FAX972-248-3855 Future Roadway Network
�ee en��nee��n�
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SUITE1660 2021 Estimated Total Traffic Conditions
DALLAS,TEXAS75234 Figure 8
972-248-3006 FAX972-248-3855 With Roanoke Improvements
�ee en��nee��n�
Attachment 3: Synchro Outputs
Timings 2019 Existing Timings 2019 Existing
9:Roanoke Rd&SH 170 WBFR aM Peak Hour 10:Roanoke Rd&SH 170 EBFR aM Peak Hour
~ �, T 1 � l T � 1
Lane Group WBT NBL NBT SBT 05 06 08 Lane Group EBT EBR NBT SBL SBT 01 02 04
Lane Configurations r'{'�'� r� '� Lane Configurations r'{'� � '� r�
Traffc Volume(vph) 1610 48 47 64 Traffc Volume(vph) 2866 28 71 48 95
Future Volume(vph) 1610 48 47 64 Future Volume(vph) 2866 28 71 48 95
Turn Type NA D.P+p NA NA = Turn Type NA Perm NA D.P+p NA �
Protected Phases 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 4 2 - Permitted Phases 8 6 -
Detector Phase 4 1 1 2 2 Detector Phase 8 8 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 10.0 5A 5A 5A 5.0 10.0 Mlnimum Initial(s) 10.0 10A 5A 5A 5A 5.0 10.0
Minimum Split(s) 17.0 11.0 11.0 11.0 11.0 17.0 - Minimum Split(s) 17.0 17.0 11.0 11.0 11.0 11.0 17.0 -
Total Split(s) 67.0 31.0 36.0 31.0 36.0 67.0 Total Split(s) 67.0 67.0 36.0 31.0 31.0 36.0 67.0
TotalSplit(%) 50.0% 23.1% 26.9% 23% 27% 50% - TotalSplit(%) 50.0% 50.0% 26.9% 23.1% 23% 27% 50% -
Yellow Time(s) 5.0 4.0 4.0 4.0 4.0 5.0 Yellow Time(s) 5.0 5.0 4.0 4.0 4.0 4.0 5 0
All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 - All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 -
Lost Tlme Atljust(s) 0.0 0.0 Lost Tlme Atljust(s) 0.0 0.0 0.0
Total Lost Time(s) 7.0 6.0 - Total Lost Time(s) 7.0 7.0 6.0 -
LeadlLag Lead Lag Lead Lag LeadlLag Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes - Lead-Lag Optimize? Yes Yes Yes Yes -
Recall Mode None None None None None None Recall Mode None None None None None None None
Act Effct Green(s) 60.3 22.5 14.4 - Act Effct Green(s) 60.3 60.3 12.7 22.5 -
Actuated g/C Ratio 0.59 022 0.14 Actuated g/C Ratio 0.59 0.59 0.12 022
v/c Ratio 0.67 0.30 0.31 � v/c Ratio 1.41 0.03 0.80 0.48 �
Conhol Delay 16.5 30.4 40.6 Conhol Delay 210.8 0.1 51.3 32.0
Queue Delay 0.0 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0
Total Delay 16.5 30.4 40.6 Total Delay 210.8 0.1 51.3 32.0
LOS B C D LOS F A D C
Approach Delay 16.5 30.4 40.6 Approach Delay 2087 51.3 32.0
Approach LOS B C D Approach LOS F D C
Intersection Summary Intersection Summary
Cycle Length:134 Cycle Length:134
Actuated Cycle Length:101.9 Actuated Cycle Length:101.9
Natural Cycle:150 Natural Cycle:150
Control Type:Actuated-Uncoordinated Control Type:Actuated-Uncoordinated
Maximum v/c Ratio:1.41 - Maximum v/c Ratio:1.41 -
Intersection Signal Delay:18.1 Intersection LOS:B Intersection Signal Delay:190.8 Intersection LOS:F
Intersection Capacity Utilization 56.4% ICU Level of Service B Intersection Capacity Utilization 115.1% ICU Level of Service H
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 9:Roanoke Rd&SH 170 WBFR Splits and Phases: 10,Roanoke Rd&SH 170 EBFR
�9 �9 �9 �9 �9 �9
�T�� 1T�z r�4 �T�� 1T�z r�4
T�o ��Io* ��o T�o ��Io* ��o
�5 +I L36 1438 �5 +I L36 1438
Page 1 Synchro 10 Report Page 2 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12019 Existing AMsyn H:1T1566.10-New SH170 main lane speed studylSynchro12019 Existing AMsyn
Timings 2019 Existing Timings 2019 Existing
11:US 377&SH 170 WBFR AM Peak Hour 12:US 377&SH 170 EBFR AM Peak Hour
� ~ `� t 1 r � � T I' �* 1
Lane Group WBL WBT NBL NBT SBT SBR 05 06 08 Lane Group EBL EBT NBT NBR SBL SBT 01 02 04
Lane Configurations � r'{'�'� � '�'� '�'�'� � Lane Configurations � r'{'�'� '�'�'� � � '�'�
Traffc Volume(vph) 273 1218 138 645 313 190 Traffc Volume(vph) 224 2061 486 676 109 431
Future Volume(vph) 273 1218 138 645 313 190 Future Volume(vph) 224 2061 486 676 109 431
Turn Type Perm NA Prot NA NA Perm Turn Type Perm NA NA Perm Prot NA
Protected Phases 4 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 4 2 - Permitted Phases 8 6 -
Detector Phase 4 4 1 1 2 2 2 Detector Phase 8 8 6 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 5A 5A 5A 5.0 5.0 5.0 5.0 5.0 Mlnimum Initial(s) 5A 5A 5A 5A 5A 5.0 5.0 5.0
Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 - Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 -
Total Split(s) 48.0 48.0 38.0 48.0 48.0 38.0 48.0 48.0 Total Split(s) 48.0 48.0 48.0 48.0 38.0 38.0 48.0 48.0
TotalSplit(%) 35.8% 35.8% 28.4% 35.8% 35.8% 28% 36% 36% - TotalSplit(%) 35.8% 35.8% 35.8% 35.8% 28.4% 28% 36% 36% -
Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0 Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0
All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 - All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 -
Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0 Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 - Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 -
LeadlLag Lead Lag Lag Lead Lag LeadlLag Lag Lag Lead Lead Lag
Lead-Lag Optimize? - Lead-Lag Optimize? -
Recall Mode None None None None None None None None Recall Mode None None None None None None None None
Act Effct Green(s) 40.2 40.2 20.3 40.8 12.5 12.5 - Act Effct Green(s) 40.2 40.2 20.1 20.1 12.7 40.8 -
Actuated g/C Ratio 0.41 0.41 021 0.42 0.13 0.13 Actuated g/C Ratio 0.41 0.41 021 021 0.13 0.42
v/c Ratio 0.45 0.82 0.43 0.50 0.55 0.59 ' v/c Ratio 0.33 1.10 0.82 0.73 0.49 0.30 '
Conhol Delay 24.9 30.3 54.0 18.6 43.3 16.1 Conhol Delay 22.8 80.6 37.8 20.8 56.1 19.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 24.9 30.3 54.0 18.6 43.3 16.1 Total Delay 22.8 80.6 37.8 20.8 56.1 19.4
LOS C C D B D B LOS C F D C E B
Approach Delay 29.5 24.8 33.0 Approach Delay 75.6 32.9 26.8
Approach LOS C C C Approach LOS E C C
Intersection Summary Intersection Summary
Cycle Length:134 Cycle Length:134
Actuated Cycle Length:97.1 Actuated Cycle Length:97.1
Natural Cycle:90 Natural Cycle:90
Control Type:Actuated-Uncoordinated Control Type:Actuated-Uncoordinated
Maximum v/c Ratio:1.10 - Maximum v/c Ratio:1.10 -
Intersection Signal Delay:28.8 Intersection LOS:C Intersection Signal Delay:567 Intersection LOS:E
Intersection Capacity Utilization 87.6% ICU Level of Service E Intersection Capacity Utilization 87.6% ICU Level of Service E
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 11,US 377&SH 170 WBFR Splits and Phases: 12,US 377&SH 170 EBFR
�11 =t1 =11 =11 �t1 =11
�T�� lt�z �4 �T�� lt�z �4
��z ��Iz* ��z ��z ��Iz* ��z
�L35 +I L36 �L38 �L35 +I L36 �L38
Page 3 Synchro 10 Report Page 4 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12019 Existing AMsyn H:1T1566.10-New SH170 main lane speed studylSynchro12019 Existing AMsyn
Timings 2019 Existing Timings 2019 Existing
9:Roanoke Rd&SH 170 WBFR PM Peak Hour 10:Roanoke Rd&SH 170 EBFR PM Peak Hour
~ �, T 1 � l T � 1
Lane Group WBT NBL NBT SBT 05 06 08 Lane Group EBT EBR NBT SBL SBT 01 02 04
Lane Configurations r'{'�'� r� '� Lane Configurations r'{'� � '� r�
Traffc Volume(vph) 2501 28 85 125 Traffc Volume(vph) 1872 116 99 25 220
Future Volume(vph) 2501 28 85 125 Future Volume(vph) 1872 116 99 25 220
Turn Type NA D.P+p NA NA = Turn Type NA Perm NA D.P+p NA �
Protected Phases 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 4 2 - Permitted Phases 8 6 -
Detector Phase 4 1 1 2 2 Detector Phase 8 8 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 10.0 5A 5A 5A 5.0 10.0 Mlnimum Initial(s) 10.0 10A 5A 5A 5A 5.0 10.0
Minimum Split(s) 17.0 11.0 11.0 11.0 11.0 17.0 - Minimum Split(s) 17.0 17.0 11.0 11.0 11.0 11.0 17.0 -
Total Split(s) 67.0 31.0 36.0 31.0 36.0 67.0 Total Split(s) 67.0 67.0 36.0 31.0 31.0 36.0 67.0
TotalSplit(%) 50.0% 23.1% 26.9% 23% 27% 50% - TotalSplit(%) 50.0% 50.0% 26.9% 23.1% 23% 27% 50% -
Yellow Time(s) 5.0 4.0 4.0 4.0 4.0 5.0 Yellow Time(s) 5.0 5.0 4.0 4.0 4.0 4.0 5 0
All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 - All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 -
Lost Tlme Atljust(s) 0.0 0.0 Lost Tlme Atljust(s) 0.0 0.0 0.0
Total Lost Time(s) 7.0 6.0 - Total Lost Time(s) 7.0 7.0 6.0 -
LeadlLag Lead Lag Lead Lag LeadlLag Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes - Lead-Lag Optimize? Yes Yes Yes Yes -
Recall Mode None None None None None None Recall Mode None None None None None None None
Act Effct Green(s) 60.5 33.1 24.7 - Act Effct Green(s) 60.5 60.5 18.1 33.1 -
Actuated g/C Ratio 0.54 029 022 Actuated g/C Ratio 0.54 0.54 0.16 029
v/c Ratio 1.04 023 0.34 � v/c Ratio 1.03 0.14 0.85 0.50 �
Conhol Delay 55.8 22.5 38.5 Conhol Delay 56.4 7.8 597 22.2
Queue Delay 0.0 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0
Total Delay 55.8 22.5 38.5 Total Delay 56.4 7.8 597 222
LOS E C D LOS E A E C
Approach Delay 55.8 22.5 38.5 Approach Delay 53.6 597 22.2
Approach LOS E C D Approach LOS D E C
Intersection Summary Intersection Summary
Cycle Length:134 Cycle Length:134
Actuated Cycle Length:112.8 Actuated Cycle Length:112.8
Natural Cycle:90 Natural Cycle:90
Control Type:Actuated-Uncoordinated Control Type:Actuated-Uncoordinated
Maximum v/c Ratio:1.04 - Maximum v/c Ratio:1.04 -
Intersection Signal Delay:537 Intersection LOS:D Intersection Signal Delay:51.1 Intersection LOS:D
Intersection Capacity Utilization 81.0% ICU Level of Service D Intersection Capacity Utilization 95.2% ICU Level of Service F
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 9:Roanoke Rd&SH 170 WBFR Splits and Phases: 10,Roanoke Rd&SH 170 EBFR
�9 �9 �9 �9 �9 �9
�T�� 1T�z r�4 �T�� 1T�z r�4
T�o ��Io* ��o T�o ��Io* ��o
�5 +I L36 1438 �5 +I L36 1438
Page 1 Synchro 10 Report Page 2 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12019 Existing PMsyn H:1T1566.10-New SH170 main lane speed studylSynchro12019 Existing PMsyn
Timings 2019 Existing Timings 2019 Existing
11:US 377&SH 170 WBFR PM Peak Hour 12:US 377&SH 170 EBFR PM Peak Hour
� ~ `� t 1 r � � T I' �* 1
Lane Group WBL WBT NBL NBT SBT SBR 05 06 08 Lane Group EBL EBT NBT NBR SBL SBT 01 02 04
Lane Configurations � r'{'�'� � '�'� '�'�'� � Lane Configurations � r'{'�'� '�'�'� � � '�'�
Traffc Volume(vph) 768 1683 148 677 586 319 Traffc Volume(vph) 407 1585 401 289 124 1154
Future Volume(vph) 768 1683 148 677 586 319 Future Volume(vph) 407 1585 401 289 124 1154
Turn Type Perm NA Prot NA NA Perm Turn Type Perm NA NA Perm Prot NA
Protected Phases 4 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 4 2 - Permitted Phases 8 6 -
Detector Phase 4 4 1 1 2 2 2 Detector Phase 8 8 6 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 5A 5A 5A 5.0 5.0 5.0 5.0 5.0 Mlnimum Initial(s) 5A 5A 5A 5A 5A 5.0 5.0 5.0
Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 - Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 -
Total Split(s) 48.0 48.0 38.0 48.0 48.0 38.0 48.0 48.0 Total Split(s) 48.0 48.0 48.0 48.0 38.0 38.0 48.0 48.0
TotalSplit(%) 35.8% 35.8% 28.4% 35.8% 35.8% 28% 36% 36% - TotalSplit(%) 35.8% 35.8% 35.8% 35.8% 28.4% 28% 36% 36% -
Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0 Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0
All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 - All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 -
Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0 Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 - Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 -
LeadlLag Lead Lag Lag Lead Lag LeadlLag Lag Lag Lead Lead Lag
Lead-Lag Optimize? - Lead-Lag Optimize? -
Recall Mode None None None None None None None None Recall Mode None None None None None None None None
Act Effct Green(s) 40.1 40.1 19.6 54.1 26.5 26.5 - Act Effct Green(s) 40.1 40.1 16.5 16.5 29.6 54.1 -
Actuated g/C Ratio 0.36 0.36 0.18 0.49 024 024 Actuated g/C Ratio 0.36 0.36 0.15 0.15 027 0.49
v/c Ratio 1.15 1.15 0.50 0.41 0.50 0.64 ' v/c Ratio 0.69 1.09 0.74 0.48 027 0.69 '
Conhol Delay 122.0 108.3 52.2 21.3 38.3 22.4 Conhol Delay 38.5 84.8 46.1 11.2 47.9 22.5
Queue Delay 0.0 0.0 0.0 0.1 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 122.0 108.3 522 21.4 38.3 22.4 Total Delay 38.5 84.8 46.1 112 47.9 22.6
LOS F F D C D C LOS D F D B D C
Approach Delay 1117 27.0 327 Approach Delay 77.0 38.0 25.0
Approach LOS F C C Approach LOS E D C
Intersection Summary Intersection Summary
Cycle Length:134 Cycle Length:134
Actuated Cycle Length:110.2 Actuated Cycle Length:110.2
Natural Cycle:90 Natural Cycle:90
Control Type:Actuated-Uncoordinated Control Type:Actuated-Uncoordinated
Maximum v/c Ratio:1.15 - Maximum v/c Ratio:1.15 -
Intersection Signal Delay:78.3 Intersection LOS:E Intersection Signal Delay:54.5 Intersection LOS:D
Intersection Capacity Utilization 1172% ICU Level of Service H Intersection Capacity Utilization 1172% ICU Level of Service H
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 11,US 377&SH 170 WBFR Splits and Phases: 12,US 377&SH 170 EBFR
�11 =t1 =11 =11 �t1 =11
�T�� lt�z �4 �T�� lt�z �4
��z ��Iz* ��z ��z ��Iz* ��z
�L35 +I L36 �L38 �L35 +I L36 �L38
Page 3 Synchro 10 Report Page 4 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12019 Existing PMsyn H:1T1566.10-New SH170 main lane speed studylSynchro12019 Existing PMsyn
Timings 2021 Total Option 1 Timings 2021 Total Option 1
9:Roanoke Rd&SH 170 WBFR aM Peak Hour 10:Roanoke Rd&SH 170 EBFR aM Peak Hour
~ �, T 1 � l T � 1
Lane Group WBT NBL NBT SBT 05 06 08 Lane Group EBT EBR NBT SBL SBT 01 02 04
Lane Configurations r'{'�'� r� '� Lane Configurations r'{'� � '� r�
Traffc Volume(vph) 1684 48 51 88 Traffc Volume(vph) 3462 28 72 70 104
Future Volume(vph) 1684 48 51 88 Future Volume(vph) 3462 28 72 70 104
Turn Type NA D.P+p NA NA = Turn Type NA Perm NA D.P+p NA �
Protected Phases 4 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 2 - Permitted Phases 8 6 -
Detector Phase 4 1 1 2 2 Detector Phase 8 8 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 10.0 5A 5A 5A 5.0 10.0 Mlnimum Initial(s) 10.0 10A 5A 5A 5A 5.0 10.0
Minimum Split(s) 17.0 11.0 11.0 11.0 11.0 17.0 - Minimum Split(s) 17.0 17.0 11.0 11.0 11.0 11.0 17.0 -
Total Split(s) 67.0 31.0 36.0 31.0 36.0 67.0 Total Split(s) 67.0 67.0 36.0 31.0 31.0 36.0 67.0
TotalSplit(%) 50.0% 23.1% 26.9% 23% 27% 50% - TotalSplit(%) 50.0% 50.0% 26.9% 23.1% 23% 27% 50% -
Yellow Time(s) 5.0 4.0 4.0 4.0 4.0 5.0 Yellow Time(s) 5.0 5.0 4.0 4.0 4.0 4.0 5 0
All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 - All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 -
Lost Tlme Atljust(s) 0.0 0.0 Lost Tlme Atljust(s) 0.0 0.0 0.0
Total Lost Time(s) 7.0 6.0 - Total Lost Time(s) 7.0 7.0 6.0 -
LeadlLag Lead Lag Lead Lag LeadlLag Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes - Lead-Lag Optimize? Yes Yes Yes Yes -
Recall Mode None None None None None None Recall Mode None None None None None None None
Act Effct Green(s) 60.4 27.1 18.9 - Act Effct Green(s) 60.4 60.4 15.8 27.1 -
Actuated g/C Ratio 0.57 025 0.18 Actuated g/C Ratio 0.57 0.57 0.15 025
v/c Ratio 0.73 028 0.35 � v/c Ratio 1.78 0.03 0.85 0.65 �
Conhol Delay 20.5 26.5 39.6 Conhol Delay 376.1 0.1 52.0 41.8
Queue Delay 0.0 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0
Total Delay 20.5 26.5 39.6 Total Delay 376.1 0.1 52.0 41.8
LOS C C D LOS F A D D
Approach Delay 20.5 26.5 39.6 Approach Delay 373.1 52.0 41.8
Approach LOS C C D Approach LOS F D D
Intersection Summary Intersection Summary
Cycle Length:134 Cycle Length:134
Actuated Cycle Length:1067 Actuated Cycle Length:1067
Natural Cycle:150 Natural Cycle:150
Control Type:Actuated-Uncoordinated Control Type:Actuated-Uncoordinated
Maximum v/c Ratio:1.78 - Maximum v/c Ratio:1.78 -
Intersection Signal Delay:217 Intersection LOS:C Intersection Signal Delay:336.4 Intersection LOS:F
Intersection Capacity Utilization 58.2% ICU Level of Service B Intersection Capacity Utilization 137.1% ICU Level of Service H
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 9:Roanoke Rd&SH 170 WBFR Splits and Phases: 10,Roanoke Rd&SH 170 EBFR
�9 �9 �9 �9 �9 �9
�T�� 1T�z 7�4 �T�� 1T�z 7�4
T�o ��Io* ��o T�o ��Io* ��o
�5 +I L36 1438 �5 +I L36 1438
Page 1 Synchro 10 Report Page 2 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 1 WithExisting Timingsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 1 WithExisting Timingsyn
Timings 2021 Total Option 1 Timings 2021 Total Option 1
11:US 377&SH 170 WBFR AM Peak Hour 12:US 377&SH 170 EBFR AM Peak Hour
� ~ `� t 1 r � � T I' �* 1
Lane Group WBL WBT NBL NBT SBT SBR 05 06 08 Lane Group EBL EBT NBT NBR SBL SBT 01 02 04
Lane Configurations � r'{'�'� � '�'� '�'�'� � Lane Configurations � r'{'�'� '�'�'� � � '�'�
Traffc Volume(vph) 310 1260 138 659 327 199 Traffc Volume(vph) 229 2362 494 974 109 482
Future Volume(vph) 310 1260 138 659 327 199 Future Volume(vph) 229 2362 494 974 109 482
Turn Type Perm NA Prot NA NA Perm Turn Type Perm NA NA Perm Prot NA
Protected Phases 4 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 4 2 - Permitted Phases 8 6 -
Detector Phase 4 4 1 1 2 2 2 Detector Phase 8 8 6 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 5A 5A 5A 5.0 5.0 5.0 5.0 5.0 Mlnimum Initial(s) 5A 5A 5A 5A 5A 5.0 5.0 5.0
Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 - Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 -
Total Split(s) 48.0 48.0 38.0 48.0 48.0 38.0 48.0 48.0 Total Split(s) 48.0 48.0 48.0 48.0 38.0 38.0 48.0 48.0
TotalSplit(%) 35.8% 35.8% 28.4% 35.8% 35.8% 28% 36% 36% - TotalSplit(%) 35.8% 35.8% 35.8% 35.8% 28.4% 28% 36% 36% -
Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0 Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0
All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 - All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 -
Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0 Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 - Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 -
LeadlLag Lead Lag Lag Lead Lag LeadlLag Lag Lag Lead Lead Lag
Lead-Lag Optimize? - Lead-Lag Optimize? -
Recall Mode None None None None None None None None Recall Mode None None None None None None None None
Act Effct Green(s) 40.4 40.4 20.9 51.9 23.0 23.0 - Act Effd Green(s) 40.4 40.4 30.0 30.0 13.8 51.9 -
Actuated g/C Ratio 0.37 0.37 0.19 0.48 021 021 Actuated g/C Ratio 0.37 0.37 028 028 0.13 0.48
v/c Ratio 0.56 0.94 0.47 0.45 0.35 0.47 ' v/c Ratio 0.37 1.39 0.91dr 0.90 0.50 029 '
Conhol Delay 34.4 45.3 60.3 16.5 37.0 12.0 Conhol Delay 29.9 207.4 31.8 39.9 61.0 17.3
Queue Delay 0.0 0.0 0.0 0.1 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 34.4 45.3 60.3 16.6 37.0 12.0 Total Delay 29.9 207.4 31.8 39.9 61.0 17.3
LOS C D E B D B LOS C F C D E B
Approach Delay 43.5 24.2 27.6 Approach Delay 193.5 34.5 25.4
Approach LOS D C C Approach LOS F C C
Intersection Summary Intersection Summary
Cycle Length:134 Cycle Length:134
Actuated Cycle Length:108.5 Actuated Cycle Length:108.5
Natural Cycle:110 Natural Cycle:110
Control Type:Actuated-Uncoordinated Control Type:Actuated-Uncoordinated
Maximum v/c Ratio:1.39 - Maximum v/c Ratio:1.39 -
Intersection Signal Delay:357 Intersection LOS:D Intersection Signal Delay:122.3 Intersection LOS:F
Intersection Capacity Utilization 104.3% ICU Level of Service G Intersection Capacity Utilization 104.3% ICU Level of Service G
Analysis Period(min)15 Analysis Period(min)15
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 11,US 377&SH 170 WBFR
^11 ❑u ❑11 Splits and Phases: 12�.US 377&SH 170 EBFR
�T�� lt�z �4
�=��� �it�z ��4
��z ��Iz* ��z
�L35 +I p6 �y3g -12 -lI2* -12
�L35 +I�L36 �L38
Page 3 Synchro 10 Report Page 4 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 1 WithExisting Timingsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 1 WithExisting Timingsyn
Timings 2021 Total Option 1 Timings 2021 Total Option 1
9:Roanoke Rd&SH 170 WBFR PM Peak Hour 10:Roanoke Rd&SH 170 EBFR PM Peak Hour
~ �, T 1 � l T � 1
Lane Group WBT NBL NBT SBT 05 06 08 Lane Group EBT EBR NBT SBL SBT 01 02 04
Lane Configurations r'{'�'� r� '� Lane Configurations r'{'� � '� r�
Traffc Volume(vph) 3005 28 101 180 Traffc Volume(vph) 1961 116 104 76 275
Future Volume(vph) 3005 28 101 180 Future Volume(vph) 1961 116 104 76 275
Turn Type NA D.P+p NA NA = Turn Type NA Perm NA D.P+p NA �
Protected Phases 4 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 2 - Permitted Phases 8 6 -
Detector Phase 4 1 1 2 2 Detector Phase 8 8 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 10.0 5A 5A 5A 5.0 10.0 Mlnimum Initial(s) 10.0 10A 5A 5A 5A 5.0 10.0
Minimum Split(s) 17.0 11.0 11.0 11.0 11.0 17.0 - Minimum Split(s) 17.0 17.0 11.0 11.0 11.0 11.0 17.0 -
Total Split(s) 67.0 31.0 36.0 31.0 36.0 67.0 Total Split(s) 67.0 67.0 36.0 31.0 31.0 36.0 67.0
TotalSplit(%) 50.0% 23.1% 26.9% 23% 27% 50% - TotalSplit(%) 50.0% 50.0% 26.9% 23.1% 23% 27% 50% -
Yellow Time(s) 5.0 4.0 4.0 4.0 4.0 5.0 Yellow Time(s) 5.0 5.0 4.0 4.0 4.0 4.0 5 0
All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 - All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 -
Lost Tlme Atljust(s) 0.0 0.0 Lost Tlme Atljust(s) 0.0 0.0 0.0
Total Lost Time(s) 7.0 6.0 - Total Lost Time(s) 7.0 7.0 6.0 -
LeadlLag Lead Lag Lead Lag LeadlLag Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes - Lead-Lag Optimize? Yes Yes Yes Yes -
Recall Mode None None None None None None Recall Mode None None None None None None None
Act Effct Green(s) 60.5 40.5 31.3 - Act Effd Green(s) 60.5 60.5 19.9 40.5 -
Actuated g/C Ratio 0.50 0.34 026 Actuated g/C Ratio 0.50 0.50 0.17 0.34
v/c Ratio 1.34 023 0.43 � v/c Ratio 1.16 0.15 0.87 0.82 �
Conhol Delay 181.8 22.1 38.8 Conhol Delay 106.8 9.1 64.5 44.8
Queue Delay 0.0 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.6
Total Delay 181.8 22.1 38.8 Total Delay 106.8 9.1 64.5 45.4
LOS F C D LOS F A E D
Approach Delay 181.8 22.1 38.8 Approach Delay 101.4 64.5 45.4
Approach LOS F C D Approach LOS F E D
Intersection Summary Intersection Summary
Cycle Length:134 Cycle Length:134
Actuated Cycle Length:120.1 Actuated Cycle Length:120.1
Natural Cycle:130 Natural Cycle:130
Control Type:Actuated-Uncoordinated Control Type:Actuated-Uncoordinated
Maximum v/c Ratio:1.34 - Maximum v/c Ratio:1.34 -
Intersection Signal Delay:168.1 Intersection LOS:F Intersection Signal Delay:90.4 Intersection LOS:F
Intersection Capacity Utilization 96.1% ICU Level of Service F Intersection Capacity Utilization 1052% ICU Level of Service G
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 9:Roanoke Rd&SH 170 WBFR Splits and Phases: 10,Roanoke Rd&SH 170 EBFR
�9 �9 �9 �9 �9 �9
�T�� 1T�z 7�4 �T�� 1T�z 7�4
T�o ��Io* ��o T�o ��Io* ��o
�5 +I L36 1438 �5 +I L36 1438
Page 1 Synchro 10 Report Page 2 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 1 With existing timingsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 1 With existing timingsyn
Timings 2021 Total Option 1 Timings 2021 Total Option 1
11:US 377&SH 170 WBFR PM Peak Hour 12:US 377&SH 170 EBFR PM Peak Hour
� ~ `� t 1 r � � T I' �* 1
Lane Group WBL WBT NBL NBT SBT SBR 05 06 08 Lane Group EBL EBT NBT NBR SBL SBT 01 02 04
Lane Configurations � r'{'�'� � '�'� '�'�'� � Lane Configurations � r'{'�'� '�'�'� � � '�'�
Traffc Volume(vph) 1020 1946 148 734 618 340 Traffc Volume(vph) 430 1641 435 334 124 1438
Future Volume(vph) 1020 1946 148 734 618 340 Future Volume(vph) 430 1641 435 334 124 1438
Turn Type Perm NA Prot NA NA Perm Turn Type Perm NA NA Perm Prot NA
Protected Phases 4 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 4 2 - Permitted Phases 8 6 -
Detector Phase 4 4 1 1 2 2 2 Detector Phase 8 8 6 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 5A 5A 5A 5.0 5.0 5.0 5.0 5.0 Mlnimum Initial(s) 5A 5A 5A 5A 5A 5.0 5.0 5.0
Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 - Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 -
Total Split(s) 48.0 48.0 38.0 48.0 48.0 38.0 48.0 48.0 Total Split(s) 48.0 48.0 48.0 48.0 38.0 38.0 48.0 48.0
TotalSplit(%) 35.8% 35.8% 28.4% 35.8% 35.8% 28% 36% 36% - TotalSplit(%) 35.8% 35.8% 35.8% 35.8% 28.4% 28% 36% 36% -
Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0 Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0
All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 - All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 -
Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0 Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 - Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 -
LeadlLag Lead Lag Lag Lead Lag LeadlLag Lag Lag Lead Lead Lag
Lead-Lag Optimize? - Lead-Lag Optimize? -
Recall Mode None None None None None None None None Recall Mode None None None None None None None None
Act Effct Green(s) 40.2 40.2 21.3 63.4 34.1 34.1 - Act Effct Green(s) 40.2 40.2 25.1 25.1 30.2 63.4 -
Actuated g/C Ratio 0.34 0.34 0.18 0.53 028 028 Actuated g/C Ratio 0.34 0.34 021 021 025 0.53
v/c Ratio 1.51 1.50 0.50 0.41 0.45 0.61 ' v/c Ratio 0.79 122 0.60 0.43 029 0.80 '
Conhol Delay 271.1 259.4 56.3 19.1 36.3 21.6 Conhol Delay 50.0 139.1 39.5 8.1 47.8 26.3
Queue Delay 0.7 0.1 0.0 02 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 02
Total Delay 271.8 259.5 56.3 19.3 36.3 21.6 Total Delay 50.0 139.1 39.5 8.1 47.8 26.5
LOS F F E B D C LOS D F D A D C
Approach Delay 262.5 25.5 31.1 Approach Delay 123.8 32.3 28.2
Approach LOS F C C Approach LOS F C C
Intersection Summary Intersection Summary
Cycle Length:134 Cycle Length:134
Actuated Cycle Length:1197 Actuated Cycle Length:1197
Natural Cycle:140 Natural Cycle:140
Control Type:Actuated-Uncoordinated Control Type:Actuated-Uncoordinated
Maximum v/c Ratio:1.51 - Maximum v/c Ratio:1.51 -
Intersection Signal Delay:173.8 Intersection LOS:F Intersection Signal Delay:75.9 Intersection LOS:E
Intersection Capacity Utilization 1292% ICU Level of Service H Intersection Capacity Utilization 1292% ICU Level of Service H
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 11,US 377&SH 170 WBFR Splits and Phases: 12,US 377&SH 170 EBFR
�11 =t1 =11 =11 �t1 =11
�T�� lt�z �4 �T�� lt�z �4
��z ��Iz* ��z ��z ��Iz* ��z
�L35 +I L36 �L38 �L35 +I L36 �L38
Page 3 Synchro 10 Report Page 4 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 1 With existing timingsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 1 With existing timingsyn
Timings 2021 Total Option 1 Timings 2021 Total Option 1
9:Roanoke Rd&SH 170 WBFR aM Peak Hour 10:Roanoke Rd&SH 170 EBFR aM Peak Hour
~ �, T 1 � l T � 1
Lane Group WBT NBL NBT SBT 05 06 08 Lane Group EBT EBR NBT SBL SBT 01 02 04
Lane Configurations r'{'�'� r� '� Lane Configurations r'{'� � '� r�
Traffc Volume(vph) 1684 48 51 88 Traffc Volume(vph) 3462 28 72 70 104
Future Volume(vph) 1684 48 51 88 Future Volume(vph) 3462 28 72 70 104
Turn Type NA D.P+p NA NA = Turn Type NA Perm NA D.P+p NA �
Protected Phases 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 4 2 - Permitted Phases 8 6 -
Detector Phase 4 1 1 2 2 Detector Phase 8 8 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 10.0 5A 5A 5A 5.0 10.0 Mlnimum Initial(s) 10.0 10A 5A 5A 5A 5.0 10.0
Minimum Split(s) 17.0 11.0 11.0 11.0 11.0 17.0 - Minimum Split(s) 17.0 17.0 11.0 11.0 11.0 11.0 17.0 -
Total Split(s) 114.0 13.0 23.0 13.0 23.0 114.0 Total Split(s) 114.0 114.0 23.0 13.0 13.0 23.0 114.0
TotalSplit(%) 76.0% 8.7% 15.3% 9% 15% 76% - TotalSplit(%) 76.0% 76.0% 15.3% 8.7% 9% 15% 76% -
Yellow Time(s) 5.0 4.0 4.0 4.0 4.0 5.0 Yellow Time(s) 5.0 5.0 4.0 4.0 4.0 4.0 5 0
All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 - All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 -
Lost Tlme Atljust(s) 0.0 0.0 Lost Tlme Atljust(s) 0.0 0.0 0.0
Total Lost Time(s) 7.0 6.0 - Total Lost Time(s) 7.0 7.0 6.0 -
LeadlLag Lead Lag Lead Lag LeadlLag Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes - Lead-Lag Optimize? Yes Yes Yes Yes -
Recall Mode C-Max None None None None C-Max Recall Mode C-Max C-Max None None None None C-Max
Act Effct Green(s) 107.0 24.0 17.1 - Act Effct Green(s) 107.0 107.0 17.0 24.0 -
Actuated g/C Ratio 071 0.16 0.11 Actuated g/C Ratio 071 071 0.11 0.16
v/c Ratio 0.58 0.51 0.54 � v/c Ratio 1.42 0.03 1.37 1.50 �
Conhol Delay 107 56.3 71.4 Conhol Delay 207.1 0.0 236.9 305.2
Queue Delay 0.0 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0
Total Delay 107 56.3 71.4 Total Delay 207.1 0.0 236.9 3052
LOS B E E LOS F A F F
Approach Delay 107 56.3 71.4 Approach Delay 205.5 236.9 305.2
Approach LOS B E E Approach LOS F F F
Intersection Summary Intersection Summary
Cycle Length:150 Cycle Length:150
Actuated Cycle Length:150 Actuated Cycle Length:150
Offset:13(9%),Referenced to phase 4:WBTL and 8;Start of Green Offset:13(9%),Referenced to phase 4:WBTL and 8;Start of Green
Natural Cycle:150 Natural Cycle:150
Control Type:Actuated-Coordinated Control Type:Actuated-Coordinated
Maximum v/c Ratio�,1.50 Maximum v/c Ratio�,1.50
Intersection Signal Delay:15.9 Intersection LOS:B Intersection Signal Delay:212.0 Intersection LOS:F
Intersection Capacity Utilization 582% ICU Level of Service B Intersection Capacity Utilization 137.1% ICU Level of Service H
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 9:Roanoke Rd&SH 170 WBFR Splits and Phases: 10�.Roanoke Rd&SH 170 EBFR
=9 =9 =9 =9 =9 =9
�T�� lT�z ��4 �T�� lT�z ��4
��o ��o ��o ��o ��o ��o
l�5 1T�� �8 l�5 1T�� �8
Page 1 Synchro 10 Report Page 2 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 1 With Coordinationsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 1 With Coordinationsyn
Timings 2021 Total Option 1 Timings 2021 Total Option 1
11:US 377&SH 170 WBFR AM Peak Hour 12:US 377&SH 170 EBFR AM Peak Hour
� ~ `� t 1 r � � T I' �* 1
Lane Group WBL WBT NBL NBT SBT SBR 05 06 08 Lane Group EBL EBT NBT NBR SBL SBT 01 02 04
Lane Configurations � r'{'�'� � '�'� '�'�'� � Lane Configurations � r'{'�'� '�'�'� � � '�'�
Traffc Volume(vph) 310 1260 138 659 327 199 Traffc Volume(vph) 229 2362 494 974 109 482
Future Volume(vph) 310 1260 138 659 327 199 Future Volume(vph) 229 2362 494 974 109 482
Turn Type Perm NA Prot NA NA Perm Turn Type Perm NA NA Perm Prot NA
Protected Phases 4 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 4 2 - Permitted Phases 8 6 -
Detector Phase 4 4 1 1 2 2 2 Detector Phase 8 8 6 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 5A 5A 5A 5.0 5.0 5.0 5.0 5.0 Mlnimum Initial(s) 5A 5A 5A 5A 5A 5.0 5.0 5.0
Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 - Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 -
Total Split(s) 82.0 82.0 35.0 33.0 33.0 25.0 43.0 82.0 Total Split(s) 82.0 82.0 43.0 43.0 25.0 35.0 33.0 82.0
TotalSplit(%) 54.7% 54.7% 23.3% 22.0% 22.0% 17% 29% 55% - TotalSplit(%) 54.7% 54.7% 28.7% 28.7% 16.7% 23% 22% 55% -
Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0 Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0
All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 - All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 -
Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0 Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 - Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 -
LeadlLag Lead Lag Lag Lead Lag LeadlLag Lag Lag Lead Lead Lag
Lead-Lag Optimize? - Lead-Lag Optimize? -
Recall Mode None None None None None None None C-Max Recall Mode C-Max C-Max None None None None None None
Act Effct Green(s) 74.0 74.0 26.0 60.0 26.0 26.0 - Act Effct Green(s) 74.0 74.0 35.5 35.5 16.5 60.0 -
Actuated g/C Ratio 0.49 0.49 0.17 0.40 0.17 0.17 Actuated g/C Ratio 0.49 0.49 024 024 0.11 0.40
v/c Ratio 0.43 0.71 0.52 0.53 0.43 0.57 ' v/c Ratio 0.28 1.05 1.26dr 127 0.58 0.35 '
Conhol Delay 25.0 27.5 90.6 297 57.4 257 Conhol Delay 237 697 66.6 178.3 907 26.9
Queue Delay 0.0 0.0 0.0 0.7 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 25.0 27.5 90.6 30.3 57.4 257 Total Delay 237 697 66.6 178.3 907 26.9
LOS C C F C E C LOS C E E F F C
Approach Delay 27.1 40.8 45.4 Approach Delay 66.1 103.6 387
Approach LOS C D D Approach LOS E F D
Intersection Summary Intersection Summary
Cycle Length:150 Cycle Length:150
Actuated Cycle Length:150 Actuated Cycle Length:150
Offset:0(0%),Referenced to phase 3:and 8:EBTL,Start of Green Offset:0(0%),Referenced to phase 3:and 8:EBTL,Start of Green
Natural Cycle:110 Natural Cycle:110
Control Type:Actuated-Coordinated Control Type:Actuated-Coordinated
Maximum v/c Ratio�,1.27 Maximum v/c Ratio�,1.27
Intersection Signal Delay:33.8 Intersection LOS:C Intersection Signal Delay:74.4 Intersection LOS:E
Intersection Capacity Utilization 1043% ICU Level of Service G Intersection Capacity Utilization 1043% ICU Level of Service G
Analysis Period(min)15 Analysis Period(min)15
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 11�.US 377&SH 170 WBFR
-11 �11 ❑11 Splits and Phases: 12�.US 377&SH 170 EBFR
�T�� lT�z �4 -�� ��� ���
�T�� 1T�z �4
��z ��z ��z �
�635 1T66 �p8'R'� -12 =1I2* -12
�s35 +I65 �s38
3s
Page 3 Synchro 10 Report Page 4 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 1 With Coordinationsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 1 With Coordinationsyn
Timings 2021 Total Option 1 Timings 2021 Total Option 1
9:Roanoke Rd&SH 170 WBFR PM Peak Hour 10:Roanoke Rd&SH 170 EBFR PM Peak Hour
~ �, T 1 � l T � 1
Lane Group WBT NBL NBT SBT 05 06 08 Lane Group EBT EBR NBT SBL SBT 01 02 04
Lane Configurations r'{'�'� r� '� Lane Configurations r'{'� � '� r�
Traffc Volume(vph) 3005 28 101 180 Traffc Volume(vph) 1961 116 104 76 275
Future Volume(vph) 3005 28 101 180 Future Volume(vph) 1961 116 104 76 275
Turn Type NA D.P+p NA NA = Turn Type NA Perm NA D.P+p NA �
Protected Phases 4 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 2 - Permitted Phases 8 6 -
Detector Phase 4 1 1 2 2 Detector Phase 8 8 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 10.0 5A 5A 5A 5.0 10.0 Mlnimum Initial(s) 10.0 10A 5A 5A 5A 5.0 10.0
Minimum Split(s) 17.0 11.0 11.0 11.0 11.0 17.0 - Minimum Split(s) 17.0 17.0 11.0 11.0 11.0 11.0 17.0 -
Total Split(s) 50.0 15.0 25.0 15.0 25.0 50.0 Total Split(s) 50.0 50.0 25.0 15.0 15.0 25.0 50.0
TotalSplit(%) 55.6% 16.7% 27.8% 17% 28% 56% - TotalSplit(%) 55.6% 55.6% 27.8% 16.7% 17% 28% 56% -
Yellow Time(s) 5.0 4.0 4.0 4.0 4.0 5.0 Yellow Time(s) 5.0 5.0 4.0 4.0 4.0 4.0 5 0
All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 - All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 -
Lost Tlme Atljust(s) 0.0 0.0 Lost Tlme Atljust(s) 0.0 0.0 0.0
Total Lost Time(s) 7.0 6.0 - Total Lost Time(s) 7.0 7.0 6.0 -
LeadlLag Lead Lag Lead Lag LeadlLag Lag Lead Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes - Lead-Lag Optimize? Yes Yes Yes Yes -
Recall Mode C-Max None None None None C-Max Recall Mode C-Max C-Max None None None None C-Max
Act Effct Green(s) 45.6 25.4 17.9 - Act Effct Green(s) 45.6 45.6 16.4 25.4 -
Actuated g/C Ratio 0.51 028 020 Actuated g/C Ratio 0.51 0.51 0.18 028
v/c Ratio 1.33 027 0.57 � v/c Ratio 1.15 0.14 0.75 1.05 �
Conhol Delay 167.9 18.9 37.9 Conhol Delay 119.6 9.9 37.1 747
Queue Delay 0.0 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0
Total Delay 167.9 18.9 37.9 Total Delay 119.6 9.9 37.1 747
LOS F B D LOS F A D E
Approach Delay 167.9 18.9 37.9 Approach Delay 113.5 37.1 747
Approach LOS F B D Approach LOS F D E
Intersection Summary Intersection Summary
Cycle Length:90 Cycle Length:90
Actuated Cycle Length:90 Actuated Cycle Length:90
Offset:0(0%),Referenced to phase 4:WBTL and 8:,Starl of Green Offset:0(0%),Referenced to phase 4:WBTL and 8:,Start of Green
Natural Cycle:130 Natural Cycle:130
Control Type:Actuated-Coordinated Control Type:Actuated-Coordinated
Maximum v/c Ratio�,1.33 Maximum v/c Ratio�,1.33
Intersection Signal Delay:155.3 Intersection LOS:F Intersection Signal Delay:100.8 Intersection LOS:F
Intersection Capacity Utilization 96.1% ICU Level of Service F Intersection Capacity Utilization 1052% ICU Level of Service G
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 9:Roanoke Rd&SH 170 WBFR Splits and Phases: 10�.Roanoke Rd&SH 170 EBFR
=9 =9 =9 =9 =9 =9
�T�� ♦T�z �}��, �T�� ♦T�z �}��,
s s
��o ��� ��o ��o ��o ��o
�5 1T 66 �438 �5 1T 66 �438
Page 1 Synchro 10 Report Page 2 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 1 With Coordinationsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 1 With Coordinationsyn
Timings 2021 Total Option 1 Timings 2021 Total Option 1
11:US 377&SH 170 WBFR PM Peak Hour 12:US 377&SH 170 EBFR PM Peak Hour
� ~ `� t 1 r � � T I' �* 1
Lane Group WBL WBT NBL NBT SBT SBR 04 05 06 08 012 016 Lane Group EBL EBT NBT NBR SBL SBT 01 02 04 08 012 016
Lane Configurations � r'{'�'� � '�'� '�'�'� � Lane Configurations � r'{'�'� '�'�'� � � '�'�
Traffc Volume(vph) 1020 1946 148 734 618 340 Traffc Volume(vph) 430 1641 435 334 124 1438
Future Volume(vph) 1020 1946 148 734 618 340 Future Volume(vph) 430 1641 435 334 124 1438
Turn Type Perm NA Prot NA NA Perm Turn Type Perm NA NA Perm Prot NA
Protected Phases 4 12 1 1 2 2 4 5 6 8 12 16 Protected Phases 8 16 6 5 5 6 1 2 4 8 12 16
Permitted Phases 4 12 2 Permitted Phases 8 16 6
Detector Phase 4 12 4 12 1 1 2 2 2 Detector Phase 8 16 8 16 6 6 5 5 6
Switch Phase Switch Phase
Mlnimum Initial(s) 5A 5.0 5.0 5.0 5.0 5.0 5.0 1 0 1 0 Mlnimum Initial(s) 5A 5A 5.0 5.0 5.0 5.0 5 0 1 0 1 0
Minimum Split(s) _ 13.0 13.0 13.0 45.0 13.0 13.0 45.0 9.0 9.0 Minimum Split(s) _ 13.0 13.0 13.0 13.0 13.0 45.0 45.0 9.0 9.0
TotalSplit(s) 75.0 25.0 25.0 69.0 83.0 35.0 51,0 11,0 11,0 TotalSplit(s) 35.0 35.0 83.0 75.0 25.0 69,0 51,0 11,0 11,0
TotalSplit(%) � 41.7% 13.9% 13.9% 38% 46% 19% 28% 6% 6% TotalSplit(%) � 19.4% 19.4% 46.1% 42% 14% 38% 28% 6% 6%
YellowTime(s) 5.0 5.0 5.0 50 50 50 50 50 50 YellowTime(s) 5.0 5.0 5.0 50 50 50 50 50 50
All-Red Time(s) � 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) � 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Atljust(s) 0.0 0.0 0.0 Lost Time Atljust(s) 0.0 0.0 0.0
Total Lost Time(s) 8.0 8.0 8.0 Total Lost Time(s) 8.0 8.0 8.0
LeadlLag Lag Lead Lead Lag Lag Lead Lag Lead Lead LeadlLag Lead Lead Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode Min None None None Min None C-Max None None Recall Mode None None Min Min None None C-Max None None
Act Effct Green(s) 72.0 72.0 67.0 92.0 17.0 17.0 Act Effct Green(s) 55.2 55.2 25.8 25.8 75.0 108.8
Actuated g/C Ratio 0.40 0.40 0.37 0.51 0.09 0.09 Actuated g/C Ratio 0.31 0.31 0.14 0.14 0.42 0.60
v/c Ratio 1.27 1.26 024 0.43 1.36 0.84 v/c Ratio 0.86 1.33 0.89 0.52 0.18 0.70
Conhol Delay 156.0 150.8 16.4 3.5 229.4 31.5 Conhol Delay 77.9 201.3 85.5 137 15.4 5.6
Queue Delay 0.6 0.1 0.0 1.5 0.1 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 48.9
Total Delay 156.6 150.9 16.4 5.0 229.6 31.5 Total Delay 77.9 201.3 85.5 137 15.4 54.5
LOS F F B A F C LOS E F F B B D
Approach Delay 152.3 6.9 159.3 Approach Delay 180.1 69.0 51.4
Approach LOS F A F Approach LOS F E D
Intersection Summary Intersection Summary
Cycle Length:180 Cycle Length:180
Actuated Cycle Length:180 Actuated Cycle Length:180
Offset:108(60%),Referenced to phase B:EBTL,Start of Green Offset:108(60%),Referenced to phase S:EBTL,Start of Green
Natural Cycle:140 Natural Cycle:140
Control Type:Actuated-Coordinated Control Type:Actuated-Coordinated
Maximum v/c Ratio�,1.36 Maximum v/c Ratio�,1.36
Intersection Signal Delay:127.3 Intersection LOS:F Intersection Signal Delay:117.6 Intersection LOS:F
Intersection Capacity Utilization 1292% ICU Level of Service H Intersection Capacity Utilization 1292% ICU Level of Service H
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 11�.US 377&SH 170 WBFR Splits and Phases: 12�.US 377&SH 170 EBFR
=11 =11 =11 =l1 =11 =11 =11 =l1
♦T�2 �4 F��z ��� ♦T�z �4 F��z ���
5 5
-12 -12 -12 -12 -12 -12 -12 -12
����1��5 1T6fi ��8� ����1��5 1T6� ��8�
s s
Page 3 Synchro 10 Report Page 4 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 1 With Coordinationsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 1 With Coordinationsyn
Timings 2021 Total Option 2 HCM 2010 TWSC 2021 Total Option 2
9:SH 170 WBFR&Roanoke Rd aM Peak Hour 10:Roanoke Rd&SH 170 EBFR aM Peak Hour
� r
Lane Group WBT SBR Intersection
Lane Configurations '�'�'� � Int Delay,slveh 0
Tra�c Volume(vph) 1839 99 Movement EBT EBR WBL WBT NBL NBR
Future Volume(vph) 1839 99 Lane Configurations TT � �
Tum Type NA Prot Traffc Vol,veh/h 3462 146 0 0 0 272
Protected Phases 1 Future Vol,vehlh 3462 146 0 0 0 272
Permitted Phases 4 Conflicting Peds,#/hr 0 0 0 0 0 0
Detector Phase 4 1 Sign Conhol Free Free Free Free Stop Stop
Switch Phase RT Channelized - Yield - None - Free
Mlnimum Initial(s) 5A 5.0 Storage Length - 200 - - - 0
Minimum Split(s) 22.5 9.5 Veh in Median Storage,# 0 - -16983 0 -
Total Split(s) 110.0 40.0 Grade,% 0 - - 0 0 -
Total Split(%) 73.3% 26.7% Peak Hour Factor 97 97 92 92 97 97
Yellow Time(s) 3.5 3.5 Heavy Vehicles,% 2 2 2 2 2 2
All-Red Time(s) 1.0 1.0 Mvmt Flow 3569 151 0 0 0 280
Lost Tlme Atljust(s) 0.0 0.0
Total Lost Time(s) 4.5 4.5
LeadlLag Major/Minor Major1 Minor1
Lead-Lag Optimize? ConFlicting Flow All 0 0 - -
Recall Mode C-Max None Stage 1 - - - -
Act Effct Green(s) 126.6 14.4 Stage 2 - - - -
Actuated g/C Ratio 0.84 0.10 Critical Hdwy - - + - -
v/c Ratio 0.52 0.67 Critical Hdwy Stg 1 - - - -
Conhol Delay 3.6 73A Critical Hdwy Stg 2 - - - -
Queue Delay 0.0 0.0 Follow-up Hdwy - - - -
Total Delay 3.6 73.0 Pot Cap-1 Maneuver - - 0 0
LOS A E Stage 1 - - 0 0
Approach Delay 3.6 Stage 2 - - 0 0
Approach LOS A Plaloon blocked,% - -
Mov Cap-1 Maneuver - - - -
Intersection Summary Mov Cap-2 Maneuver - - - -
Cycle Length:150 Stage 1 - - - -
Actuated Cycle Length:150 Stage 2 - - - -
Offset:103(69%),Referenced to phase 4:WBT,Start of Green
Natural Cycle:40
Control Type:Actuated-Coordinated Approach EB NB
Maximum v/c Ratio�,0.67 HCM Control Delay,s 0 0
Intersection Signal Delay:7.0 Intersection LOS:A HCM LOS A
Intersection Capacity Utilization 50.9% ICU Level of Service A
Analysis Period(min)15
MinorLane/MajorMvmt NBLn1 EBT EBR
Splits and Phases: 9:SH 170 WBFR&Roanoke Rd Capacity(veh/h) - - -
HCM Lane V/C Ratio
J a� s3�`�'� HCM Control Delay(s) 0 - -
HCM Lane LOS A - -
HCM 95ih%tile Q(veh) - - -
Page 1 Synchro 10 Report Page 2 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 2 with coordinationsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 2 with coordinationsyn
Timings 2021 Total Option 2 Timings 2021 Total Option 2
11:US 377&SH 170 WBFR AM Peak Hour 12:US 377&SH 170 EBFR AM Peak Hour
� ~ `� t 1 r � � T I' �* 1
Lane Group WBL WBT NBL NBT SBT SBR 05 06 08 Lane Group EBL EBT NBT NBR SBL SBT 01 02 04
Lane Configurations � r'{'�'� � '�'� '�'�'� � Lane Configurations � r'{'�'� '�'�'� � �� '�'�
Traffc Volume(vph) 505 1260 138 662 329 199 Traffc Volume(vph) 233 2359 494 974 306 489
Future Volume(vph) 505 1260 138 662 329 199 Future Volume(vph) 233 2359 494 974 306 489
Turn Type Perm NA Prot NA NA Perm Turn Type Perm NA NA Perm Prot NA
Protected Phases 4 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 4 2 - Permitted Phases 8 6 -
Detector Phase 4 4 1 1 2 2 2 Detector Phase 8 8 6 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 5A 5A 5A 5.0 5.0 5.0 5.0 5.0 Mlnimum Initial(s) 5A 5A 5A 5A 5A 5.0 5.0 5.0
Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 - Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 -
Total Split(s) 82.0 82.0 35.0 33.0 33.0 25.0 43.0 82.0 Total Split(s) 82.0 82.0 43.0 43.0 25.0 35.0 33.0 82.0
TotalSplit(%) 54.7% 54.7% 23.3% 22.0% 22.0% 17% 29% 55% - TotalSplit(%) 54.7% 54.7% 28.7% 28.7% 16.7% 23% 22% 55% -
Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0 Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0
All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 - All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 -
Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0 Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 - Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 -
LeadlLag Lead Lag Lag Lead Lag LeadlLag Lag Lag Lead Lead Lag
Lead-Lag Optimize? - Lead-Lag Optimize? -
Recall Mode None None None None None None None C-Max Recall Mode C-Max C-Max None None None None None None
Act Effct Green(s) 74.0 74.0 26.1 60.0 25.9 25.9 - Act Effct Green(s) 74.0 74.0 35.5 35.5 16.5 60.0 -
Actuated g/C Ratio 0.49 0.49 0.17 0.40 0.17 0.17 Actuated g/C Ratio 0.49 0.49 024 024 0.11 0.40
v/c Ratio 0.70 0.72 0.52 0.54 0.43 0.57 ' v/c Ratio 0.29 1.05 1.39dr 127 0.83 0.36 '
Conhol Delay 33.5 30.3 91.6 29.9 57.5 25.8 Conhol Delay 23.8 69.3 75.1 178.5 91.5 347
Queue Delay 0.0 0.0 0.0 0.7 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 33.5 30.3 91.6 30.6 57.5 25.8 Total Delay 23.8 69.3 75.1 178.5 91.5 347
LOS C C F C E C LOS C E E F F C
Approach Delay 31.0 41.1 45.5 Approach Delay 65.6 109.4 56.5
Approach LOS C D D Approach LOS E F E
Intersection Summary Intersection Summary
Cycle Length:150 Cycle Length:150
Actuated Cycle Length:150 Actuated Cycle Length:150
Offset:0(0%),Referenced to phase 3:and 8:EBTL,Start of Green Offset:0(0%),Referenced to phase 3:and 8:EBTL,Start of Green
Natural Cycle:110 Natural Cycle:110
Control Type:Actuated-Coordinated Control Type:Actuated-Coordinated
Maximum v/c Ratio�,1.27 Maximum v/c Ratio�,1.27
Intersection Signal Delay:35.9 Intersection LOS:D Intersection Signal Delay:77.3 Intersection LOS:E
Intersection Capacity Utilization 107.1% ICU Level of Service G Intersection Capacity Utilization 107.1% ICU Level of Service G
Analysis Period(min)15 Analysis Period(min)15
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 11�.US 377&SH 170 WBFR
-11 �11 ❑11 Splits and Phases: 12�.US 377&SH 170 EBFR
�T�� lT�z �4 -�� ��� ���
�T�� 1T�z �4
��z ��z ��z �
�635 1T66 �p8'R'� -12 =1I2* -12
�s35 +I65 �s38
3s
Page 3 Synchro 10 Report Page 4 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 2 with coordinationsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 2 with coordinationsyn
Timings 2021 Total Option 2 HCM 2010 TWSC 2021 Total Option 2
9:SH 170 WBFR&Roanoke Rd PM Peak Hour 10:Roanoke Rd&SH 170 EBFR PM Peak Hour
� r
Lane Group WBT SBR Intersection
Lane Configurations '�'�'� � Int Delay,slveh 0
Tra�c Volume(vph) 3196 199 Movement EBT EBR WBL WBT NBL NBR
Future Volume(vph) 3196 199 Lane Configurations TT � �
Tum Type NA Prot Traffc Vol,veh/h 2037 391 0 0 0 274
Protected Phases 4 1 Future Vol,vehlh 2037 391 0 0 0 274
Permitted Phases Conflicting Peds,#/hr 0 0 0 0 0 0
Detector Phase 4 1 Sign Conhol Free Free Free Free Stop Stop
Switch Phase RT Channelized - Yield - None - Free
Mlnimum Initial(s) 10.0 5.0 Storage Length - 200 - - - 0
Minimum Split(s) 17.0 11.0 Veh in Median Storage,# 0 - -16983 0 -
Total Split(s) 72.0 18.0 Grade,% 0 - - 0 0 -
Total Split(%) 80.0% 20.0% Peak Hour Factor 96 96 92 92 96 96
Yellow Time(s) 5.0 4.0 Heavy Vehicles,% 2 2 2 2 2 2
All-Red Time(s) 2.0 2.0 Mvmt Flow 2122 407 0 0 0 285
Lost Tlme Atljust(s) 0.0 0.0
Total Lost Time(s) 7.0 6.0
LeadlLag Major/Minor Major1 Minor1
Lead-Lag Optimize? ConFlicting Flow All 0 0 - -
Recall Mode C-Max None Stage 1 - - - -
Act Effct Green(s) 65.0 12.0 Stage 2 - - - -
Actuated g/C Ratio 072 0.13 Critical Hdwy - - + - -
v/c Ratio 0.97 0.97 Critical Hdwy Stg 1 - - - -
Conhol Delay 29.0 94.5 Critical Hdwy Stg 2 - - - -
Queue Delay 0.0 0.0 Follow-up Hdwy - - - -
Total Delay 29.0 94.5 Pot Cap-1 Maneuver - - 0 0
LOS C F Stage 1 - - 0 0
Approach Delay 29.0 Stage 2 - - 0 0
Approach LOS C Plaloon blocked,% - -
Mov Cap-1 Maneuver - - - -
Intersection Summary Mov Cap-2 Maneuver - - - -
Cycle Length:90
Actuated Cycle Length:90 Stage 1 - - - -
Offset:18(20%),Referenced to phase 4:WBT,Start of Green Stage 2 - - - -
Natural Cycle:90
Control Type:Actuated-Coordinated Approach EB NB
Maximum v/c Ratio�,0.97 HCM Control Delay,s 0 0
Intersection Signal Delay:32.7 Intersection LOS:C HCM LOS A
Intersection Capacity Utilization 88.6% ICU Level of Service E
Analysis Period(min)15
MinorLane/MajorMvmt NBLn1 EBT EBR
Splits and Phases: 9:SH 170 WBFR&Roanoke Rd Capaciry(veh/h) - - -
HCM Lane V/C Ratio
J a� aa HCM Control Delay(s) 0 - -
HCM Lane LOS A - -
HCM 95ih%tile Q(veh) - - -
Page 1 Synchro 10 Report Page 2 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 2 with coordinationsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 2 with coordinationsyn
Timings 2021 Total Option 2 Timings 2021 Total Option 2
11:US 377&SH 170 WBFR PM Peak Hour 12:US 377&SH 170 EBFR PM Peak Hour
� ~ `� t 1 r � � T I' �* 1
Lane Group WBL WBT NBL NBT SBT SBR 04 05 06 08 012 016 Lane Group EBL EBT NBT NBR SBL SBT 01 02 04 08 012 016
Lane Configurations � r'{'�'� � '�'� '�'�'� � Lane Configurations � r'{'�'� '�'�'� � �� '�'�
Traffc Volume(vph) 1363 1946 148 751 622 340 Traffc Volume(vph) 447 1630 435 334 472 1438
Future Volume(vph) 1363 1946 148 751 622 340 Future Volume(vph) 447 1630 435 334 472 1438
Turn Type Perm NA Prot NA NA Perm Turn Type Perm NA NA Perm Prot NA
Protected Phases 4 12 1 1 2 2 4 5 6 8 12 16 Protected Phases 8 16 6 5 5 6 1 2 4 8 12 16
Permitted Phases 4 12 2 Permitted Phases 8 16 6
Detector Phase 4 12 4 12 1 1 2 2 2 Detector Phase 8 16 8 16 6 6 5 5 6
Switch Phase Switch Phase
Mlnimum Initial(s) 5A 5.0 5.0 5.0 5.0 5.0 5.0 1 0 1 0 Mlnimum Initial(s) 5A 5A 5.0 5.0 5.0 5.0 5 0 1 0 1 0
Minimum Split(s) _ 13.0 13.0 13.0 45.0 13.0 13.0 45.0 9.0 9.0 Minimum Split(s) _ 13.0 13.0 13.0 13.0 13.0 45.0 45.0 9.0 9.0
TotalSplit(s) 70.0 25.0 25.0 74.0 88.0 25.0 56,0 11,0 11,0 TotalSplit(s) 25.0 25.0 88.0 70.0 25.0 74,0 56,0 11,0 11,0
TotalSplit(%) � 38.9% 13.9% 13.9% 41% 49% 14% 31% 6% 6% TotalSplit(%) � 13.9% 13.9% 48.9% 39% 14% 41% 31% 6% 6%
YellowTime(s) 5.0 5.0 5.0 50 50 50 50 50 50 YellowTime(s) 5.0 5.0 5.0 50 50 50 50 50 50
All-Red Time(s) � 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) � 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Atljust(s) 0.0 0.0 0.0 Lost Time Atljust(s) 0.0 0.0 0.0
Total Lost Time(s) 8.0 8.0 8.0 Total Lost Time(s) 8.0 8.0 8.0
LeadlLag Lag Lead Lead Lag Lag Lead Lag Lead Lead LeadlLag Lead Lead Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode Min None None None Min None C-Max None None Recall Mode None None Min Min None None C-Max None None
Act Effct Green(s) 77.0 77.0 62.0 87.0 17.0 17.0 Act Effct Green(s) 59.0 59.0 17.0 17.0 80.0 105.0
Actuated g/C Ratio 0.43 0.43 0.34 0.48 0.09 0.09 Actuated g/C Ratio 0.33 0.33 0.09 0.09 0.44 0.58
v/c Ratio 1.32 1.32 026 0.46 1.36 0.91 v/c Ratio 0.84 124 1.31 0.64 0.32 0.73
Conhol Delay 184.8 181.5 15.9 4.9 232.6 47.6 Conhol Delay 72.3 163.8 208.4 21.8 15.8 3.2
Queue Delay 0.1 0.0 0.0 2.0 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 1.1 48.6
Total Delay 184.9 181.6 15.9 6.8 232.6 47.6 Total Delay 72.3 163.8 208.4 21.8 16.9 51.8
LOS F F B A F D LOS E F F C B D
Approach Delay 182.4 8.3 167.2 Approach Delay 147.5 165.5 43.2
Approach LOS F A F Approach LOS F F D
Intersection Summary Intersection Summary
Cycle Length:180 Cycle Length:180
Actuated Cycle Length:180 Actuated Cycle Length:180
Offset:126(70%),Referenced to phase B:EBTL,Start of Green Offset:126(70%),Referenced to phase S:EBTL,Start of Green
Natural Cycle:150 Natural Cycle:150
Control Type:Actuated-Coordinated Control Type:Actuated-Coordinated
Maximum v/c Ratio�,1.36 Maximum v/c Ratio�,1.36
Intersection Signal Delay:149.6 Intersection LOS:F Intersection Signal Delay:110.0 Intersection LOS:F
Intersection Capacity Utilization 134.5% ICU Level of Service H Intersection Capacity Utilization 134.5% ICU Level of Service H
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 11�.US 377&SH 170 WBFR Splits and Phases: 12�.US 377&SH 170 EBFR
❑11 ❑11 =11 ❑ll ❑11 ❑11 =11 ❑ll
♦T�2 �4 ��2 d�� ♦T�z �4 ��2 d��
5 5
-12 -12 -12 -12 -12 -12 -12 -12
����1��5 1T�6 ��8 ����1��5 1T�6 ��8
s s
Page 3 Synchro 10 Report Page 4 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 2 with coordinationsyn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 2 with coordinationsyn
HCM 2010 TWSC 2021 Total Option 2 HCM 2010 TWSC 2021 Total Option 2
9:SH 170 WBFR&Roanoke Rd aM Peak Hour 10:Roanoke Rd&SH 170 EBFR aM Peak Hour
Intersection Intersection
Int Delay,slveh 2.8 Int Delay,slveh 0
Movement EBL EBT WBT WBR SBL SBR Movement EBT EBR WBL WBT NBL NBR
Lane Configurations r�'� � Lane Configurations TT � �
Traffc Vol,veh/h 0 0 1839 80 0 99 Traffc Vol,veh/h 3462 146 0 0 0 272
Future Vol,vehlh 0 0 1839 80 0 99 Future Vol,vehlh 3462 146 0 0 0 272
Conflicting Peds,#/hr 0 0 0 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0
Sign Conhol Free Free Free Free Stop Stop Sign Conhol Free Free Free Free Stop Stop
RT Channelized - None - Yield - None RT Channelized - Yield - None - Free
Storage Length - - - - - 0 Storage Length - 200 - - - 0
Veh in Median Storage,# - - 0 - 0 - Veh in Median Storage,# 0 - -16983 0 -
Grade,% - 0 0 - 0 - Grade,% 0 - - 0 0 -
Peak Hour Factor 92 92 87 87 87 87 Peak Hour Factor 97 97 92 92 97 97
Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2
Mvmt Flow 0 0 2114 92 0 114 Mvmt Flow 3569 151 0 0 0 280
Major/Minor Majo2 Mino2 Major/Minor Major1 Minor1
ConFlicting FlowAll - 0 - 1103 ConFlicting FlowAll 0 0 - -
Stage 1 - - - - Stage 1 - - - -
Stage 2 - - - - Stage 2 - - - -
Critical Hdwy - - - 7.14 Critical Hdwy - - + - -
Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - - Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.92 Follow-up Hdwy - - - -
Pot Cap-1 Maneuver - - 0 177 Pot Cap-1 Maneuver - - 0 0
Stage 1 - - 0 - Stage 1 - - 0 0
Stage 2 - - 0 - Stage 2 - - 0 0
Platoon blocked,% - - Plaloon blocked,% - -
Mov Cap-1 Maneuver - - - 177 Mov Cap-1 Maneuver - - - -
Mov Cap-2 Maneuver - - - - Mov Cap-2 Maneuver - - - -
Stage 1 - - - - Stage 1 - - - -
Stage 2 - - - - Stage 2 - - - -
Approach � WB SB Approach EB NB
HCM Control Delay,s 0 56.1 HCM Control Delay,s 0 0
HCM LOS F HCM LOS A
MinorLane/MajorMvmt WBT WBRSBLni MinorLane/MajorMvmt NBLn1 EBT EBR
Capaciry(veh/h) - - 177 Capaciry(veh/h) - - -
HCM Lane V/C Ratio - - 0.643 HCM Lane V/C Ratio - - -
HCM Control Delay(s) - - 56.1 HCM Control Delay(s) 0 - -
HCM Lane LOS - - F HCM Lane LOS A - -
HCM 95th%tile Q(veh) - - 37 HCM 95ih%tile Q(veh) - - -
Page 1 Synchro 10 Report Page 2 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 3syn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 3syn
Timings 2021 Total Option 2 Timings 2021 Total Option 2
11:US 377&SH 170 WBFR AM Peak Hour 12:US 377&SH 170 EBFR AM Peak Hour
� ~ `� t 1 r � � T I' �* 1
Lane Group WBL WBT NBL NBT SBT SBR 05 06 08 Lane Group EBL EBT NBT NBR SBL SBT 01 02 04
Lane Configurations � r'{'�'� � '�'� '�'�'� � Lane Configurations � r'{'�'� '�'�'� � �� '�'�
Traffc Volume(vph) 505 1260 138 662 329 199 Traffc Volume(vph) 233 2359 494 974 306 489
Future Volume(vph) 505 1260 138 662 329 199 Future Volume(vph) 233 2359 494 974 306 489
Turn Type Perm NA Prot NA NA Perm Turn Type Perm NA NA Perm Prot NA
Protected Phases 4 1 1 2 2 5 6 8 Protected Phases 8 6 5 5 6 1 2 4
Permitted Phases 4 2 - Permitted Phases 8 6 -
Detector Phase 4 4 1 1 2 2 2 Detector Phase 8 8 6 6 5 5 6
Switch Phase - Switch Phase -
Mlnimum Initial(s) 5A 5A 5A 5.0 5.0 5.0 5.0 5.0 Mlnimum Initial(s) 5A 5A 5A 5A 5A 5.0 5.0 5.0
Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 - Minimum Split(s) 45.0 45.0 13.0 13.0 13.0 13.0 13.0 45.0 -
Total Split(s) 82.0 82.0 35.0 33.0 33.0 25.0 43.0 82.0 Total Split(s) 82.0 82.0 43.0 43.0 25.0 35.0 33.0 82.0
TotalSplit(%) 54.7% 54.7% 23.3% 22.0% 22.0% 17% 29% 55% - TotalSplit(%) 54.7% 54.7% 28.7% 28.7% 16.7% 23% 22% 55% -
Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0 Yellow Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5 0 5 0
All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 - All-Red Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 -
Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0 Lost Time Atljust(s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 - Total Lost Time(s) 8.0 8.0 8.0 8.0 8.0 -
LeadlLag Lead Lag Lag Lead Lag LeadlLag Lag Lag Lead Lead Lag
Lead-Lag Optimize? - Lead-Lag Optimize? -
Recall Mode None None None None None None None C-Max Recall Mode C-Max C-Max None None None None None None
Act Effct Green(s) 74.0 74.0 26.1 60.0 25.9 25.9 - Act Effct Green(s) 74.0 74.0 35.5 35.5 16.5 60.0 -
Actuated g/C Ratio 0.49 0.49 0.17 0.40 0.17 0.17 Actuated g/C Ratio 0.49 0.49 024 024 0.11 0.40
v/c Ratio 0.70 0.72 0.52 0.54 0.43 0.57 ' v/c Ratio 0.29 1.05 1.39dr 127 0.83 0.36 '
Conhol Delay 35.1 31.4 91.6 29.9 57.5 25.8 Conhol Delay 23.8 69.3 75.1 178.5 91.5 34.6
Queue Delay 0.0 0.0 0.0 0.7 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 35.1 31.4 91.6 30.6 57.5 25.8 Total Delay 23.8 69.3 75.1 178.5 91.5 34.6
LOS D C F C E C LOS C E E F F C
Approach Delay 32.3 41.1 45.5 Approach Delay 65.6 109.4 56.5
Approach LOS C D D Approach LOS E F E
Intersection Summary Intersection Summary
Cycle Length:150 Cycle Length:150
Actuated Cycle Length:150 Actuated Cycle Length:150
Offset:0(0%),Referenced to phase 3:and 8:EBTL,Start of Green Offset:0(0%),Referenced to phase 3:and 8:EBTL,Start of Green
Natural Cycle:110 Natural Cycle:110
Control Type:Actuated-Coordinated Control Type:Actuated-Coordinated
Maximum v/c Ratio�,1.27 Maximum v/c Ratio�,1.27
Intersection Signal Delay:36.6 Intersection LOS:D Intersection Signal Delay:77.3 Intersection LOS:E
Intersection Capacity Utilization 107.1% ICU Level of Service G Intersection Capacity Utilization 107.1% ICU Level of Service G
Analysis Period(min)15 Analysis Period(min)15
dr Defacto Right Lane. Recode with 1 though lane as a right lane.
Splits and Phases: 11�.US 377&SH 170 WBFR
-11 �11 ❑11 Splits and Phases: 12�.US 377&SH 170 EBFR
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Page 3 Synchro 10 Report Page 4 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 3syn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total AM Option 3syn
HCM 2010 TWSC 2021 Total Option 2 HCM 2010 TWSC 2021 Total Option 2
9:SH 170 WBFR&Roanoke Rd PM Peak Hour 10:Roanoke Rd&SH 170 EBFR PM Peak Hour
Intersection Intersection
Int Delay,slveh 67.6 Int Delay,slveh 0
Movement EBL EBT WBT WBR SBL SBR Movement EBT EBR WBL WBT NBL NBR
Lane Configurations r�'� � Lane Configurations TT � �
Traffc Vol,veh/h 0 0 3196 166 0 199 Traffc Vol,veh/h 2037 391 0 0 0 274
Future Vol,vehlh 0 0 3196 166 0 199 Future Vol,vehlh 2037 391 0 0 0 274
Conflicting Peds,#/hr 0 0 0 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0
Sign Conhol Free Free Free Free Stop Stop Sign Conhol Free Free Free Free Stop Stop
RT Channelized - None - Yield - None RT Channelized - Yield - None - Free
Storage Length - - - - - 0 Storage Length - 200 - - - 0
Veh in Median Storage,# - - 0 - 0 - Veh in Median Storage,# 0 - -16983 0 -
Grade,% - 0 0 - 0 - Grade,% 0 - - 0 0 -
Peak Hour Factor 92 92 95 95 95 95 Peak Hour Factor 96 96 92 92 96 96
Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2
Mvmt Flow 0 0 3364 175 0 209 Mvmt Flow 2122 407 0 0 0 285
Major/Minor Majo2 Mino2 Major/Minor Major1 Minor1
ConFlicting FlowAll - 0 - 1770 ConFlicting FlowAll 0 0 - -
Stage 1 - - - - Stage 1 - - - -
Stage 2 - - - - Stage 2 - - - -
Critical Hdwy - - - 7.14 Critical Hdwy - - + - -
Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - - Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.92 Follow-up Hdwy - - - -
Pot Cap-1 Maneuver - - 0 -62 Pot Cap-1 Maneuver - - 0 0
Stage 1 - - 0 - Stage 1 - - 0 0
Stage 2 - - 0 - Stage 2 - - 0 0
Platoon blocked,% - - Plaloon blocked,% - -
Mov Cap-1 Maneuver - - - -62 Mov Cap-1 Maneuver - - - -
Mov Cap-2 Maneuver - - - - Mov Cap-2 Maneuver - - - -
Stage 1 - - - - Stage 1 - - - -
Stage 2 - - - - Stage 2 - - - -
Approach � WB SB Approach EB NB
HCM Control Delay,s 0 $1210.4 HCM Control Delay,s 0 0
HCM LOS F HCM LOS A
MinorLane/MajorMvmt WBT WBRSBLni MinorLane/MajorMvmt NBLn1 EBT EBR
Capaciry(veh/h) - - 62 Capaciry(veh/h) - - -
HCM Lane V/C Ratio - - 3.379 HCM Lane V/C Ratio - - -
HCM Control Delay(s) - $1210.4 HCM Control Delay(s) 0 - -
HCM Lane LOS - - F HCM Lane LOS A - -
HCM 95th%tile Q(veh) - - 22 HCM 95ih%tile Q(veh) - - -
Notes
-:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined ':All major volume in platoon
Page 1 Synchro 10 Report Page 2 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed stutly\Synchro12021 Total PM Option 3syn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 3syn
Timings 2021 Total Option 2 Timings 2021 Total Option 2
11:US 377&SH 170 WBFR PM Peak Hour 12:US 377&SH 170 EBFR PM Peak Hour
� ~ `� t 1 r � � T I' �* 1
Lane Group WBL WBT NBL NBT SBT SBR 04 05 06 08 012 016 Lane Group EBL EBT NBT NBR SBL SBT 01 02 04 08 012 016
Lane Configurations � r'{'�'� � '�'� '�'�'� � Lane Configurations � r'{'�'� '�'�'� � �� '�'�
Traffc Volume(vph) 1363 1946 148 751 622 340 Traffc Volume(vph) 447 1630 435 334 472 1438
Future Volume(vph) 1363 1946 148 751 622 340 Future Volume(vph) 447 1630 435 334 472 1438
Turn Type Perm NA Prot NA NA Perm Turn Type Perm NA NA Perm Prot NA
Protected Phases 4 12 1 1 2 2 4 5 6 8 12 16 Protected Phases 8 16 6 5 5 6 1 2 4 8 12 16
Permitted Phases 4 12 2 Permitted Phases 8 16 6
Detector Phase 4 12 4 12 1 1 2 2 2 Detector Phase 8 16 8 16 6 6 5 5 6
Switch Phase Switch Phase
Mlnimum Initial(s) 5A 5.0 5.0 5.0 5.0 5.0 5.0 1 0 1 0 Mlnimum Initial(s) 5A 5A 5.0 5.0 5.0 5.0 5 0 1 0 1 0
Minimum Split(s) _ 13.0 13.0 13.0 45.0 13.0 13.0 45.0 9.0 9.0 Minimum Split(s) _ 13.0 13.0 13.0 13.0 13.0 45.0 45.0 9.0 9.0
TotalSplit(s) 70.0 25.0 25.0 74.0 88.0 25.0 56,0 11,0 11,0 TotalSplit(s) 25.0 25.0 88.0 70.0 25.0 74,0 56,0 11,0 11,0
TotalSplit(%) � 38.9% 13.9% 13.9% 41% 49% 14% 31% 6% 6% TotalSplit(%) � 13.9% 13.9% 48.9% 39% 14% 41% 31% 6% 6%
YellowTime(s) 5.0 5.0 5.0 50 50 50 50 50 50 YellowTime(s) 5.0 5.0 5.0 50 50 50 50 50 50
All-Red Time(s) � 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) � 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lost Time Atljust(s) 0.0 0.0 0.0 Lost Time Atljust(s) 0.0 0.0 0.0
Total Lost Time(s) 8.0 8.0 8.0 Total Lost Time(s) 8.0 8.0 8.0
LeadlLag Lag Lead Lead Lag Lag Lead Lag Lead Lead LeadlLag Lead Lead Lag Lag Lead Lag Lag Lead Lead
Lead-Lag Optimize? Yes Yes Yes Yes Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode Min None None None Min None C-Max None None Recall Mode None None Min Min None None C-Max None None
Act Effct Green(s) 77.0 77.0 62.0 87.0 17.0 17.0 Act Effct Green(s) 59.0 59.0 17.0 17.0 80.0 105.0
Actuated g/C Ratio 0.43 0.43 0.34 0.48 0.09 0.09 Actuated g/C Ratio 0.33 0.33 0.09 0.09 0.44 0.58
v/c Ratio 1.32 1.32 026 0.46 1.36 0.91 v/c Ratio 0.84 124 1.31 0.64 0.32 0.73
Conhol Delay 198.5 192.3 15.9 4.9 232.6 47.6 Conhol Delay 72.3 163.8 208.4 21.8 15.8 3.2
Queue Delay 0.1 0.0 0.0 2.0 0.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 1.1 48.6
Total Delay 198.6 192.3 15.9 6.8 232.6 47.6 Total Delay 72.3 163.8 208.4 21.8 16.9 51.8
LOS F F B A F D LOS E F F C B D
Approach Delay 193.8 8.3 167.2 Approach Delay 147.5 165.5 43.2
Approach LOS F A F Approach LOS F F D
Intersection Summary Intersection Summary
Cycle Length:180 Cycle Length:180
Actuated Cycle Length:180 Actuated Cycle Length:180
Offset:126(70%),Referenced to phase B:EBTL,Start of Green Offset:126(70%),Referenced to phase S:EBTL,Start of Green
Natural Cycle:150 Natural Cycle:150
Control Type:Actuated-Coordinated Control Type:Actuated-Coordinated
Maximum v/c Ratio�,1.36 Maximum v/c Ratio�,1.36
Intersection Signal Delay:157.0 Intersection LOS:F Intersection Signal Delay:110.0 Intersection LOS:F
Intersection Capacity Utilization 134.5% ICU Level of Service H Intersection Capacity Utilization 134.5% ICU Level of Service H
Analysis Period(min)15 Analysis Period(min)15
Splits and Phases: 11�.US 377&SH 170 WBFR Splits and Phases: 12�.US 377&SH 170 EBFR
❑11 ❑11 =11 ❑ll ❑11 ❑11 =11 ❑ll
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Page 3 Synchro 10 Report Page 4 Synchro 10 Report
H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 3syn H:1T1566.10-New SH170 main lane speed studylSynchro12021 Total PM Option 3syn
, ARIZONA
TEXAS
NEW MEXICO
OKLAHOMA
��� �nc�n����nc
Apri12, 2019
Jarrod Greenwood
Director of Public Works
Town of Westlake
1500 Solana Boulevard,
Building 7, Suite#7200
Westlake, TX 76262
RE: Speed Study for SH 170 and SH 114 through the Town of Westlake
Dear Mr. Greenwood:
After reviewing the speed studies prepared by TxDOT for SH 170 (Limits: from east of Roanoke Road to
Trophy Lake Drive) and SH 114 (Limits: from Trophy Lake Drive to Southlake Ciry limits east of Solano
Boulevard), Lee Engineering made the following observations:
• The recommended 70mph is supported by the speed data collected.
• The SSmph on SH 170 was recommended considering the crash experience and the speed limit on the
frontage road that the main lanes are feeding into.
• Length of 70 mph speed zone is approximately 2.7 miles.
The state law allows cities to establish a speed limit up to 60 mph by a city ordinance.Any section of highway
within the ciry limit that needs to be over 60 mph must be established by Transportation Commission minute
order. TxDOT manual Procedure for Establishing Speed Zones' states that TxDOT should malce every effort
to secure the cooperation of the city so that the zones will be set by city ordinance. The setting of speed limits
within a city by commission minute order should be a last resort if an agreement cannot be reached with the
city.
A case could be made that the length of the 70 mph speed zone, approx. 2.7 miles is too short and that the 65
mph zone from Southlake should be extended through Westlake. TxDOT procedures do indicate the speed
zones should be as long as possible. The drop to 55 mph along SH 170 is further support for not raising the
speed limit to 70mph for the short section of highway and then dropping to SSmph.
Problems should be expected any time when a traffic signal is located at the end of a freeway section. The
posted speed limit alone should not be expected to address these challenges. We have additional
recommendations in a separate study. These recommendations include warning signs with flashers that are
activated when slow speeds or queues are detected. A similar situation can be found on SB SH 121
approaching SH 183 where a sign with flashers has been installed.
3030 LBJ Freeway,Suite 1660, Dallas,TX 75234
(972) 248-3006 office (972)248-3855 fax � www.leeengineering.com Page 1 of 2
If you have any questions,please contact me at(972)248-3006.
Sincerely,
� �
�°
;�°
�t`
�� .� �
Josep T Short,P.E.,PTOE
President
Lee Engineering, LLC
TBPE Firm F-450
LCC CI�ICInCC�II�IC Page 2 of 2
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LEGEND
Existing Proposed
� SPEEO __——_ SPEED
LPIR LMIT
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LWIT
NOT TO SCALE 6�
saEEo
LWIT
65
3030 LBJ FREEWAY
SUITE 1660
DALLAS,TEXAS75234 Existing and Proposed Speed Limit
972-248-3006 FAX 972-248-3855 S H 114 a n d S H 17 0
��� �nc�n����nc DALLAS-PHOENIX-ALBUQUERQUE
OKLAHOMA CITY-SAN ANTONIO
T H E T � W H a F
1111 E T L �► K E
DISTINCTIVE BY DESIGN
Development Snapshot
March 2019
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Development Activities Status March 2019
Project Project / Number Percent Estimated
Development Land Use of Lots/ Size Development Status
No. Name Units Complete Completion
5 Vaquero Residential 296 510 acres 265/296 lots under construction or completed 87•67�� N/A
1 1,45,46,47 Charles Schwab Phase 1 Office 554,000 29 acres Phase 1 under construction 70% Fall 2019
Granada Phase 1 41 39/41 lots under construction or completed 84.37% N/A
13 Residential 84 acres
Granada Phase 2 43 23/43 lots under construction or completed 39.53�o N/A
14 Carlyle Court Residential 8 10 acres 8/8 lots under construction or completed 81.25% N/A
15 Knolls at Solana Residential 56 62.5 acres Infrastructure improvements under construction 0% N/A
17 Quail Hollow Residential 96 188 8acres 10/96 lots under construction 5.21�o N/A
19 Terra Bella Residential 26 55 acres 24/26 lots under construction or completed 86.54% N/A
22 Fire/EMS Station Government 1 5 acres Completed 100% March 2019
23,72,73 Charles Schwab Phase 2 Office bl 6,000 30 acres Phase 2 site work under construction 5% 2021
25 Spec's Retail 1 12,000 sf Additional square footage under construction and remodel 75% 2019
J:6 units Block J has b/b lots currently under construction
Entrada 2,700sf-
28 Residential I: 12 units 4,500sf Block I has 12/12 lots currently under construction 4.66% Varies
Residential
E: 12/14 units Block E has 12/141ots currently under construction
29,30 Entrada Retail Corner Retail/Office 4 -50,000 s.f. Retail Corner under construction;Starbucks under construction 35% Fall 2019/2020
Hospitality,
34 Entrada Plaza Mayor Condominium, 4 5 acres Site work and foundations under construction -% 2021
Retail
Restaurant Row/Chapel & A: 15,422 sf
35,38,40,43,71 Reception Hall/Gas Well Restaurants/ 5 Under construction 25% 2019
Entertainment g/C:22,414 sf
Garage
51 Paigebrooke Residential 6 20 acres 4/b lots under construction or completed bb.bb% N/A
Residential Subdivision Buildout March 2019
. . . . - • . � . - . . . . . . - � -
. - - . . - - - . . .
. . . - - - - . - .
Aspen Lane/Shelby Estates 4/7/1981 8 0 132.6 Built-out 100� 8 8
Carlyle Court 3/7/2016 8 1 10.2 Under development 81•25� 8 5
Entrada 12/14/2015 322 292 85.9 Under development 5�0 30 0
Glenwyck Farms 3/13/2000 84 0 104.3 Built-out 100.00% 84 84
Granada Phase I b/17/2013 41 2 85.37�0 39 31
84.3 Under development
Granada Phase II 12/12/2016 43 22 39.53�0 23 11
Knolls at Solana - 56 56 62.5 Under development 0.00% 0 0
Mahotea Boone (Carpenter) 12/9/1977 14 0 31.6 Built out 100.00�0 14 14
Paigebrooke 3/8/2004 6 2 20.3 Under development 66.67% 4 4
QuailHollow 3/28/2016 96 88 188.3 Underdevelopment 5.21�0 8 0
Stagecoach 8/16/1971 47 6 55.5 Mostly built-out 86.17% 41 40
Terra Bella 1 1/1 1/2008 26 1 54.8 Under development 84.62% 24 20
Vaquero 3/27/2000 296 32 510 Mostly built-out 87.67% 265 254
Wyck Hill 4/3/1996 13 2 22.4 Mostly built-out 84.62% 1 1 1 1
Other/Miscellaneous - 23 2 - Mostly built-out 86.96% 21 19
1,083 501 1,362.7 50.00% 582 501
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`�/�r{�,,', � ��/ �� � t t? , r���
71' • � �•��.� '��"���"�y'' rJ+:� � i�Blocl<I . ��S .� � , Bullding Completed
� :� �R��= +�i ��r��.�`;;_r ��'� Blod<I (Piedra Court � , � � i�.j ,�
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Entrada Project Status March 2019
. - . . - .
. - . - - . . . � - - . . - .
� . . - .
CVS Pharmacy 1 13,378 sf Wurzel Builders Completed February 2017
Primrose Daycare 1 12,460 sf Cooper General Contractors Completed May 2017
Entrada Sales Center 1 3,463 sf Crescent Custom Homes Completed June 2018
Retail Office:43,336 sf
Entrada Retail Corner 3 Starbucks:2,834 sf Diesel Design Build Building permits issued;under constr�ction Fall 2019/
Early 2020
Retail l: 1,370 sf
Entrada Residential Block J 6 -4,500 sf ea Calais Custom Homes Building permits issued;under construction;3 units nearing Varies
completion
Entrada Residential Block E 14 -5,000 sf ea Crescent Custom Homes Building permits issued;under construction;5 units nearing Varies
completion
Entrada Residential Block I 12 -3,600 sf ea Pentavia Custom Homes Building permits issued;under construction Varies
Pedestrian Bridge 1 - Crescent C�stom Homes Building permit issued;under construction 2019
Gas Pad Parking Garage 1 148,398 sf Diesel Design Build Building permit issued;under construction 2019
A: 15,422 sf Building permits issued for all of restaurant row;
Resta�rant Row 3 Crescent C�stom Homes 2019
B/C:22,414 sf under construction
Chapel& Chapel:3,207
2 Crescent C�stom Homes Building permits issued;under construction 2019
Reception Hall Reception Hall: 14,418 sf
Hotel:95,048 sf
Condo A:N/A
Entrada Plaza Mayor 4 Tri-Arc Building plans under review;site work under construction 2021
Condo B: 131,571 sf
Parking Garage: 120,912 SF
Town of Westlake's
Building Permits Issued - Last Month
Month of March, 2019
i H E T � w �I p F
� � �� �� � �
Contractor
Project Number Project Type Full Address Permit Issued Date Owner Name Tenant Name Business Name Square Footage Value
Spec's
2341 Highway 377
Commercial West Coast
CFO-19-0043 Finish-Out(C) 2341 Denton Hwy 03/28/2019 Highway LLC Spec's Dimension Group 11,843 $125,000.00
Westlake,TX
76262
Commercial Finish-Out(C)
Total Value $125,000.00 (Avg.:$125,000.00)
Total Square Footage 11,843.00 (Avg.: 11,843.00)
Permits Issued: 1
Construction Plans 3050 Schwab Westlake Retail Peloton Land
CIVIL-18-0262 �CIVIL) Way 03/06/2019 Assoc Solutions
3050 SH 170 TX
MYGOV.US Town of Westlake�Building Permits Issued-Last Month�Printed 04/15/2019 at 10:31 AM Page 1 of 5
Westlake,TX
76262
3051 Schwab CS Kinross Lake
Construction Plans Way Parkway C/O Peloton Land
CIVIL-18-0358 �CIVIL) Westlake,TX 03/06/2019 Charles Schwab Charles Schwab Solutions
76262
Construction Plans(CIVIL)
Total Value $0.00 (Avg.:$0.00)
Total Square Footage 0.00 (Avg.:0.00)
Permits Issued: 2
2145 JT Ottinger
DEMOR-19- Demolition Permit Rd. Rogers Kenneth Lindamood
0045 (R) Westlake,TX 03/07/2019 Demolition 1,200 $8,000.00
76262
Demolition Permit(R)
Total Value $8,000.00 (Avg.:$8,000.00)
Total Square Footage 1,200.00 (Avg.: 1,200.00)
Permits Issued: 1
Pedestrian Bridge MRW Investors,
ELECC-19-0056 Electrical Permit 56 Girona Dr. 03/25/2019 LLC Total Electric, Inc. $3,400.00
(C) Westlake,TX
76262
Electrical Permit 54 Cortes MRW Investors,
ELECC-19-0052 �C� Westlake,TX 03/21/2019 LLC Total Electric, Inc. $2,100.00
76262
Electrical Permit(C)
Total Value $5,500.00 (Avg.:$2,750.00)
Total Square Footage 0.00 (Avg.:0.00)
MYGOV.US Town of Westlake�Building Permits Issued-Last Month�Printed 04/15/2019 at 10:31 AM Page 2 of 5
Permits Issued: 2
Spec's
2341 Highway 377 West Coast
IRRC-19-0054 Irrigation Permit 03/25/2019 Highway LLC Spec's R&R Landscape $12,000.00
(C) 2341 Denton Hwy Management, LLC
Westlake,TX
76262
Irrigation Permit(C)
Total Value $12,000.00 (Avg.:$12,000.00)
Total Square Footage 0.00 (Avg.:0.00)
Permits Issued: 1
5 Cardona Dr.
IRR- 19-0021 Irrigation Permit Westlake,TX 03/20/2019 Israel Bernal Texas $2,500.00
(R) �6262 Landsculpture
1401 Dove Rd.
IRR-19-0048 Irrigation Permit Westlake,TX 03/18/2019 City of Southlake N1 Meter Station #1 American $3,500.00
(R) �6262 Backflow
2005 Valencia Peter Michelsen
Irrigation Permit Cove Fossil Creek Tree
IRR-19-0046 �R) Westlake,TX 03/18/2019 Rachel Michelsen Farm&Nursery $10,000.00
76262
Irrigation Permit(R)
Total Value $16,000.00 (Avg.:$5,333.33)
Total Square Footage 0.00 (Avg.:0.00)
Permits Issued: 3
2001 Nighthawk Glenn Goebel
SFR-19-0027 New Single Family Ct. 03/01/2019 Mary Goebel Kore Real Estate ��00 $1,000,000.00
Home Permit(R) Westlake,TX Development LLC
MYGOV.US Town of Westlake�Building Permits Issued-Last Month�Printed 04/15/2019 at 10:31 AM Page 3 of 5
76262
2226 Barcelona Alec Marshi
SFR-19-0035 New Single Family Ct. 03/01/2019 Marshi Larry Stewart 7 688 $1,200,000.00
Home Permit(R) Westlake,TX Custom Homes
76262
1872 Lakeshore Randy Lentz Lori
SFR-19-0037 New Single Family Dr. 03/01/2019 Lentz SCH Homes 18,196 $3,374,250.00
Home Permit(R) Westlake,TX
76262
2213 Barcelona
SFR-19-0047 New Single Family Ct. 03/29/2019 BG Fox LLC Pentavia Custom g,034 $2,136,424.00
Home Permit(R) Westlake,TX Homes
76262
New Single Family Home Permit(R)
Total Value $7,710,674.00 (Avg.:$1,927,668.50)
Total Square Footage 42,618.00 (Avg.: 10,654.50)
Permits Issued: 4
1401 Post Oak PI. James Smith Living Water
POOL-19-0041 Pool Permit Westlake,TX 03/14/2019 Custom Pools 675 $60,000.00
76262
1645 Trace Bella MG Luxury Homes Watercrest Pools
POOL-19-0059 Pool Permit Westlake,TX 03/29/2019 Inc. 1,863 $85,000.00
76262
Pool Permit
Total Value $145,000.00 (Avg.:$72,500.00)
Total Square Footage 2,538.00 (Avg.: 1,269.00)
Permits Issued: 2
RMDLR-19- Residential 1715 Terra Bella 03/05/2019 Payton&Andrea Garabedian 200 $20,000.00
0031 Remodel Permit Dr. Mayes Revo TR Properties
MYGOV.US Town of Westlake�Building Permits Issued-Last Month�Printed 04/15/2019 at 10:31 AM Page 4 of 5
�R� Westlake,TX
76262
Residential Remodel Permit(R)
Total Value $20,000.00 (Avg.:$20,000.00)
Total Square Footage 200.00 (Avg.:200.00)
Permits Issued: 1
2202 King Fisher
WWPP-19-0026 Water Well Permit �r� 03/26/2019 Bruce Heikkinen Barco Well Service $47,942.00
Westlake,TX
76262
1814 Scenic Cir. Thomas&Tina
WWPP-19-0049 Water Well Permit Westlake,TX 03/20/2019 Kidd Barco Well Service $51,000.00
76262
1804 Glade Ct. Cole Hamels Heidi
WWPP-19-0050 Water Well Permit Westlake,TX 03/27/2019 Hamels Barco Well Service $47,942.00
76262
Water Well Permit
Total Value $146,884.00 (Avg.:$48,961.33)
Total Square Footage 0.00 (Avg.:0.00)
Permits Issued: 3
TOTALS: Square Footage: 58,399.00 (Avg.:3,244.39)
Value: $8,189,058.00 (Avg.:$454,947.67)
Total Projects: 20
Permits Issued: 20
MYGOV.US Town of Westlake�Building Permits Issued-Last Month�Printed 04/15/2019 at 10:31 AM Page 5 of 5
MRW Westlake Ma'or Pro'ects Schedule 2019-02-11
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Town Cou nci I
Item # 5 — Executive
Session
EXECUTIVE SESSION
The Council will conduct a closed session pursuant to Texas Government Code, annotated,
Chapter 551, Subchapter D for the following:
a. Section 551.071 (2) Consultation with Attorney on a matter in which the duty of
the attorney to the governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with this chapter:
Trophy Club Municipal District No. 1
b. Section 551.087 Deliberation Regarding Economic Development Negotiations
(1) to discuss or deliberate regarding commercial or financial information that
the governmental body has received from a business prospect that the
governmental body seeks to have locate, stay, or expand in or near the territory
of the governmental body and with which the governmental body is conducting
economic development negotiations; or (2) to deliberate the offer of a financial
or other incentive to a business prospect described by Subdivision (1) for the
following:
- BRE Solana
- Waterside Land Company LLC
Town Cou nci I
Item # 6 — Reconvene
Council Meeting
Town Cou nci I
Item # 7 — Council Recap /
Staff Direction
COUNCIL RECAP / STAFF DIRECTION
Town Cou nci I
Item # 8 — Adjournment
Work Session
ITEMS OF COMMUNITY INTEREST: Mayor and Council Reports Town Cou nci I
on Items of Community Interest pursuant to Texas Government
Code Section 551.0415 the Town Council may report on the
following items: (1) expression of thanks, congratulations or
condolences; (2) information about holiday schedules; (3)
recognition of individuals; (4) reminders about upcoming Town
Council events; (5) information about community events; and (6) Item # 2 — Items of
announcements involving imminent threat to public health and Community Interest
safety.
✓ Westlake Municipal Offices Closed in Observance of Good Friday
Friday, April 19, 2019
**There will no interruption to this week's trash& recycling services;Service will occur on the regular
col%ction day ofFriday,April 19, Z019.
✓ Westlake Academy closed in Observance of Easter Weekend
Friday,April 19 and Monday, April 22, 2019
-Staff and students return Tuesday,Apri/23, Z019; These days scheduled for Bad Weather Make-up Days but not
needed this year.
✓ Early Voting for May 4 General Election
Begins Monday,April 22 and runs through Tuesday,April 30, 2019
-Aftention Residents:Both Carroll ISD&Kel%r ISD are holding e%tions. The General Election indudes
municipalities(none in Westlake;council members running unopposed), ISDs, and Special Districts The c%sest
po/ling/ocations for ear/y voting:Southlake Town Ha/l and Ke/%r Town Hall. For more information, visit
our Town website or contact Town Secretary Ke/ly Edwards for assistance via email or cal/817-490-5710
✓ Town Council Work Session/Meeting
Monday,April 22, 2019*
Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100 -Council Chambers
✓ Westlake Annual New Resident Dinner Reception
Tuesday, April 23, 2019; 6:30-8:30 pm
Home of Mayor Laura Wheat&Mr. Doug Wheat
-Invitations to be emailed out first week in April to all new residents since April 20i8 for this highly anticipated
evening to o�cially we%me you to our community and thank you for choosing Westlake/RS�Ps are respectfully
requested. If you do not receive the emailed invitation,please contact Ginger Awtry via emai/or at 817-490-5719.
✓ WA Secondary Campus Open Tour
Thursday,April 25, 2019; 3:45-5:00 pm
WA Main Entrance-PYP Office
-Open to all prospective secondary parents and students(grades 6-i2)for a tour of Westlake Academy's campus
and an opportunity to learn more about the IB curriculum, our WA teaching philosophy, col%ge preparation, and
student life. Questions?Contact Assistant Secondary Princi,oal Jennifer Furnish via email or 817-490-5762.
✓ MasterWorks Spring Concert in Westlake with Escape,a Journey Tribute Band (2 of 2)
Thursday,April 25, 2019; 7:00-8:00 pm
Solana Plaza Courtyard (outdoors), 1301 Solana Boulevard, Bldg. 4-The Plaza
Annual free spring concerts sponsored by Arts Council Northeast, Cushman Wake�eld, & Town of Westlake; We
hope to see you out on the patio!Questions?Contact Ginger Awtry�ia email or call Si7-490-57i9
✓ WA National Honor Society&National]r. Honor Society Induction Ceremonies
Monday, April 29, 2019; Joint program begins at 6:00 pm
WA Campus-Multi-Purpose Hall (MPH)
-Need more info?Contact Mrs Martha McKinnev at W,4.
✓ WA Grade 10 Personal Project Exhibition
Tuesday, April 30, 2019; 8:15 am - 11:00 am; WA Campus-Gym
-As a culmination of the studenYs experience in the IB Middle Years Programme(G6-10), the intention of the
Persona/Project is for the student to demonstrate his or her ability to initiate, manage, and direct his or her own
inquiry in a global context that results in a dearly defined product or outcome. Westlake residents and businesses
are encouraged to attend and experience first-hand the caliber of these projects completed by our Grade 10
students. Questions?Contact Mrs Katie Estrada at WA.
✓ WA Secondary Awards
Wednesday, May 1, 2019; Both programs in WA Gym
• Senior Clap-Out&DP Awards (G11 & 12) begin at 9:00 am with Seniors Kinder Buddy Lunch immediately
following in the Lee Fieldhouse
• MYP Awards(G6-10) begin at 1:00 pm
✓ WA Annual Teacher of the Year Reception; Presented by the WA Campus Leadership Team
Wednesday, May 1, 2019; 3:30 pm
WA Campus-Multi-Purpose Hall (MPH)
✓ May General Election Day
Saturday, May 4, 2019; Polls open from 7:00 am to 7:00 pm
Aftention Residents:Both Carroll&Kel%r ISDs are holding e%tions. You may vote at Westlake Town Hall on May
4 Election Day only—no Early �oting at Westlake Town Hall. For more information, �isit our Town website or
contact Town Secretary Ke/ly Edwards for assistance via emai/or call 817-490-5710
✓ WA Annual Bandana Bonanza; Hosted by the House of Commons(HOC)
Saturday, May 4, 2019; 4:00—7:00 pm; WA Campus
-Entire West/ake community in vited.�Come join our WA families for a day of family fun on the W,4 campus hosted
by our parent-teacher organization—thank you to our HOC.�Enjoy bounce house, laser tag,petting zoo, caricature
portraits, euro bungee,zipline, face painting and food from Meat-U Anywhere, Kona Ice and our WA Student Clubs.
Pre-Sale Tickets are auailable at a discount on/ine at.• wa-hoc.orq/bandana-bonanza-2019;and, tickets wil/be
a uai/ab/e at the door for regu/ar price.
✓ Coffee&Conversation with the Mayor/Board President
Monday, May 6, 2019; 8:00—9:30 am
Marriott Solana Hotel—Great Room
-Thank you to the Marriott for pro�iding complimentary coffee&tea each month!
✓ Board of Trustees Work Session/Meeting
Monday, May 6, 2019*
Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100 -Council Chambers
✓ Westlake Historical Preservation SocietvlWHPS� Board Meeting
Tuesday, May 7, 2019; 6:00 pm*
Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100 -Council Chambers
✓ Public Art Competition Advisor�Committee Meeting
Monday, May 13, 2019; 11:00 am*
Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100 -Council Chambers
✓ Planning &Zoning Work Session/Meeting
Monday, May 13, 2019*
Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100 -Council Chambers
✓ Town Council Work Session/Meeting
Monday, May 20, 2019*
Westlake Town Hall, Solana Terrace-BIdg.7, Suite 7100 -Council Chambers
Save the Dates for other important May&June events coming up soon in our community...
♦ WA PYP Exhibition - May 22,
♦ WA Fine Arts Banquet—May 24
♦ Westlake Decoration Day—May 27
♦ WA Grade 5 (PYP)Graduation—May 29
♦ WA Senior Bricklaying, Baccalaureate, and Luncheon—May 30
♦ WA Senior Banquet—May 30, 6:00 pm,The Bowden
♦ WA Graduation—June 1, 2:00 pm, Hurst Conference Center
♦ Westlake Residents'Public Safety Fair—June 2; 3:00-5:00 pm, Fire-EMS Station
♦ Board of Trustee Work Session/Meeting—June 3
♦ Planning &Zoning—June 10
♦ Town Council Work Session/Meeting—June 17
*For meetinA aAendas and detai/s on W,4 calendar events or Municipal calendar events,please visit the Westlake
Academy website or the Town of West/ake website for further assistance.
Town Cou nci I
Item # 3 — Citizen
Comments
CITIZEN COMMENTS: This is an opportunity for citizens to address the Council on any matter
whether or not it is posted on the agenda. The Council cannot by law take action nor have any
discussion or deliberations on any presentation made to the Council at this time concerning an
item not listed on the agenda. The Council will receive the information, ask stafF to review the
matter, or an item may be noticed on a future agenda for deliberation or action.
Town Cou nci I
Item # 4 — Consent
Agenda
CONSENT AGENDA: All items listed below are considered routine by the Town Council
and will be enacted with one motion. There will be no separate discussion of items
unless a Council Member or citizen so requests, in which event the item will be removed
from the general order of business and considered in its normal sequence.
a. Consider approval of the revised minutes from the meeting on January 7, 2019.
b. Consider approval of the revised minutes from the meeting on February 25, 2019.
c. Consider approval of Resolution 19-17, Authorizing the Town Manager to execute
a contract with Jerry Hodge &Associates, LLC for project management services
related to TxDOT construction of State Highway 114 services roads and other
improvements and amending the adopted budget to provide funding.
d. Consider approval of the minutes from meeting on March 25, 2019.
r H E r o w H o �
WESTLAKE
MINUTES OF THE
TOWN OF WESTLAKE, TEXAS
TOWN COUNCIL MEETING
7anuary 7, 2019
PRESENT: Mayor Laura Wheat and Council Members: Alesa Belvedere, Greg Goble, and
Carol Langdon.
ABSENT: Michael Barrett and Rick Rennhack
OTHERS PRESENT: Town Manager Tom Brymer, Assistant Town Manager Amanda
DeGan, Town Secretary Kelly Edwards, Director of Public Works
Jarrod Greenwood, Director of Information Technology Jason
Power, Director of Facilities & Parks Troy Meyer, Communications
Manager Jon Sasser.
Reqular Session
1. CALL TO ORDER
Mayor Wheat called the regular session to order at 5:06 p.m.
2. DISCUSSION AND CONSIDERATION OF ORDINANCE 874, CALLING AND
ORDERING AN ELECTION FOR THE PURPOSE OF ELECTING THREE (3) COUNCIL
MEMBERS TO BE HELD ON MAY 4, 2019.
Town Secretary Edwards provided an update regarding the contracts, dates and times of
Early Voting with both counties.
Town Council Minutes
01/07/19
Page 1 of 3
MOTION: Council Member Goble made a motion to approve Ordinance
874. Council Member Belvedere seconded the motion. The
motion carried by a vote of 3-0.
3. EXECUTIVE SESSION
Council convened into executive session at 5:07 p.m.
The Council will conduct a closed session pursuant to Texas Government Code, annotated,
Chapter 551, Subchapter D for the following:
a. Section 551.071. Consultation with Attorney (1) when the governmental body
seeks the advice of its attorney about: (A) pending or contemplated litigation:
Builder Recovery Services, LLC vs. Town of Westlake
b. Section 551.072 to deliberate the purchase, exchange, lease, or value of real
property regarding the conservation area at The Knolls at Solana
c. Section 551.087 Deliberation Regarding Economic Development Negotiations
(1) to discuss or deliberate regarding commercial or financial information that
the governmental body has received from a business prospect that the
governmental body seeks to have locate, stay, or expand in or near the territory
of the governmental body and with which the governmental body is conducting
economic development negotiations; or (2) to deliberate the ofFer of a financial
or other incentive to a business prospect described by Subdivision (1) for the
following:
- BRE Solana
- Charles Schwab
- Maguire Partners-Solana Land, L.P., related to Centurion's development
known as Entrada and Catalyst Commercial
d. Section 551.074(a)(1): Deliberation Regarding Personnel Matters —to deliberate
the appointment, employment, evaluation, reassignment, duties, of a public
officer or employee:
- Town Manager evaluation
4. RECONVENE MEETING
Mayor Wheat reconvened the meeting at 6:08 p.m.
5. TAKE ANY ACTION, IF NEEDED, FROM EXECUTIVE SESSION ITEMS.
MOTION: Council Member Langdon made a motion to approve Resolution
19-01. Council Member Belvedere seconded the motion. The
motion carried by a vote of 3-0.
Mayor Wheat recessed the meeting at 6:09 p.m., to begin the Board of Trustee's work
session.
Town Council Minutes
01/07/19
Page2of3
Mayor Wheat reconvened the meeting at 8:09 p.m., convened back into executive
session.
Mayor Wheat reconvened the meeting at 9:57 p.m.
No additional action taken from executive session.
6. AD]OURNMENT
There being no further business before the Council, Mayor Wheat asked for a motion to
adjourn the meeting.
MOTION: Council Member Belvedere made a motion to adjourn the
meeting. Council Member Langdon seconded the motion. The
motion carried by a vote of 3-0.
Mayor Wheat adjourned the meeting at 9:57 p.m.
APPROVED BY THE TOWN COUNCIL ON APRIL 22, 2019.
ATTEST:
Laura Wheat, Mayor
Kelly Edwards, Town Secretary
Town Council Minutes
01/07/19
Page3of3
r H E r o w H o �
WESTLAKE
MINUTES OF THE
TOWN OF WESTLAKE, TEXAS
TOWN COUNCIL MEETING
February 25, 2019
PRESENT: Mayor Laura Wheat and Council Members Carol Langdon, Michael Barrett, and
Greg Goble. Rick Rennhack arrived at 5:15
ABSENT: Alesa Belvedere
OTHERS PRESENT: Town Manager Amanda DeGan, Assistant to the Town Manager
Jarrod Greenwood, Town Secretary Kelly Edwards, Town Attorney
Stan Lowry, Fire Chief Richard Whitten, Deputy Fire Chief]ohn
Ard, Building Official Pat Cooke, Development Coordinator Nick
Ford, Finance Director Debbie Piper, Director of Facilities & Parks
Troy Meyer, Director of Communications Ginger Awtry,
Communications Manager Jon Sasser, Director of Information
Technology Jason Power, and Director of Human Resources and
Administrative Services Todd Wood.
Work Session
1. CALL TO ORDER
Mayor Wheat called the work session to order at 5:11 p.m.
2. PLEDGE OF ALLEGIANCE
Mayor Wheat led the Pledge of Allegiance to the United States and Texas flags.
Town Council Minutes
02/25/19
Page 1 of 8
3. REVIEW OF CONSENT AGENDA ITEMS FOR THE TOWN COUNCIL REGULAR
MEETING AGENDA.
No additional discussion.
4. DISCUSSION ITEMS
a. Presentation and discussion regarding a contract with N.G. Painting for repairs
and repainting the 685,000-gallon ground storage tank and amending the
adopted budget to provide funding.
Director Greenwood provided an overview of the item.
b. Presentation and discussion regarding the proposed amendment regarding
Smoking.
Director Greenwood provided an overview of the item with the revisions
discussed at the November meeting.
Discussion ensued regarding concerns for current businesses, proposed
ordinance restrictions, enforcement, neighboring cities' regulations, and the
possibility of phasing the ban.
c. Presentation and discussion regarding the Report of Quarterly Financial
Dashboard and Analysis as well as Capital Projects for the Quarter ended
December 31, 2018.
Town Manager DeGan and Directors Piper and Greenwood provided a
presentation and overview of the item.
Discussion ensued restricting the CIP unfunded needs, academy capital projects,
academy maintenance costs, conduit funds, the trail along Ottinger Road to
cemetery, and priorities of projects.
d. Presentation and discussion of our Legislative priorities for 2019 and any
progress or discussions had to date regarding the 86th Legislative Session.
Town Manager DeGan provided an overview of the item.
Discussion ensued regarding the '�Property Cap Bill" SB & HB 2, including SB 657,
and SB 3.
Town Council Minutes
02/25/19
Page2of8
e. Standing Item: Presentation and discussion of development projects per Staff
report January 2019, including an Entrada report from the Developer and
projects in Planned Development PD 3-5.
Director Ruthven provided an overview of the following developments:
Entrada: retail corner stone, Starbucks location, gas well pad site including the
parking garage, residential buildings along the lakefront, reviewing of TxDOT
curb cut for possible utility conflicts, and funding for enhancements of the
TxDOT drive location.
Schwab: the estimated completion of Phase I, staging for Phase II, and opening
Phase I scheduled for fall 2019.
Knolls: grading of roadways, detention pond, and the installation of fencing
delineating the conservation area.
5. EXECUTIVE SESSION
Council convened to into executive session at 6:15 p.m.
The Council will conduct a closed session pursuant to Texas Government Code, annotated,
Chapter 551, Subchapter D for the following:
a. Section 551.071. Consultation with Attorney (1) when the governmental body
seeks the advice of its attorney about: (A) pending or contemplated litigation:
Builder Recovery Services, LLC vs. Town of Westlake
b. Section 551.072 to deliberate the purchase, exchange, lease, or value of real
property regarding the conservation area at The Knolls at Solana
c. Section 551.071 (2) Consultation with Attorney on a matter in which the duty of
the attorney to the governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with this chapter:
Trophy Club Municipal District No. 1
d. Section 551.087 Deliberation Regarding Economic Development Negotiations
(1) to discuss or deliberate regarding commercial or financial information that
the governmental body has received from a business prospect that the
governmental body seeks to have locate, stay, or expand in or near the territory
of the governmental body and with which the governmental body is conducting
economic development negotiations; or (2) to deliberate the offer of a financial
or other incentive to a business prospect described by Subdivision (1) for the
following:
- BRE Solana
e. Section 551.074(a)(1): Deliberation Regarding Personnel Matters —to deliberate
the appointment, employment, evaluation, reassignment, duties, of a public
officer or employee:
- Town Manager evaluation
Town Council Minutes
02/25/19
Page3of8
6. RECONVENE MEETING
Mayor Wheat reconvened the meeting at 7:36 p.m.
7. COUNCIL RECAP / STAFF DIRECTION
Review of the CIP items, bids for CIP items, and allocating money to the conduit funds.
8. AD70URNMENT
Mayor Wheat adjourned the work session at 7:37 p.m.
Reqular Session
1. CALL TO ORDER
Mayor Wheat called the regular session to order at 7:37 p.m.
2. ITEMS OF COMMUNITY INTEREST
Director Awtry provided an overview of the upcoming events.
Town Manager DeGan reviewed options to move the first of the public hearing meetings
regarding property tax.
3. CITIZEN COMMENTS
David DeCovas, 2001 Holley Pkwy., Roanoke, spoke in opposition of the proposed
Smoking ordinance.
Anthony Ukperaj, 1149 Bandit Road, Keller, spoke in opposition of the proposed Smoking
ordinance and harm it poses his business in Westlake.
Neil McNaby, 1815 Broken Bend, would like to provide input regarding document
dedicating the conservation area.
4. CONSENT AGENDA
a. Consider approval of the minutes from the meeting on January 28, 2018.
b. Consider approval of Resolution 19-08, Authorizing the Town Manager to
execute an agreement with the State of Texas for furnishing, installing, operation
Town Council Minutes
02/25/19
Page4of8
and maintenance of trafFic signal preemption equipment on state highway rights-
of-way.
c. Consider approval of Resolution 19-09, authorizing the Town Manager to
execute a contract with N.G. Painting for repairs and repainting of the 685,000-
gallon ground storage tank and amending the adopted budget to provide funding.
d. Consider approval of Resolution 19-10, Approving amendments to the Personnel
Manual.
e. Consider approval of Ordinance 880, Canceling the May 4, 2019, General
Election and declaring each unopposed candidate elected to office.
MOTION: Council Member Goble made a motion to approve the consent
agenda. Council Member Rennhack seconded the motion. The
motion carried by a vote of 4-0.
5. DISCUSSION AND CONSIDERATION OF ORDINANCE 877, AMENDING CHAPTER
46, ARTICLE VI, TOBACCO PRODUCTS, SMOKING AND E-CIGARETTES,
PROHIBITING SMOKING AND VAPING WITHIN THE TOWN OF WESTLAKE
EXCEPT IN PRIVATE CLUBS.
Discussion ensued regarding the exemption of specific locations such as established
restaurants.
Attorney Lowry stated that an exemption should be to exempt a classification of possible
businesses.
MOTION: Council Member Rennhack made a motion to table Ordinance 877
to the meeting on March 25, 2019. Council Member Goble
seconded the motion. The motion carried by a vote of 4-0.
6. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF A RESOLUTION 19-11,
A FINAL PLAT FOR A 4.986-ACRE PORTION OF LAND GENERALLY LOCATED
SOUTH OF HIGHWAY 114 AND EAST OF WESTLAKE PARKWAY, ALSO KNOWN
AS FIDELITY INVESTMENTS ADDITION PHASE IV.
Director Ruthven provided an overview of the item.
Mayor Wheat opened the public hearing.
No one addressed Council.
Mayor Wheat closed the public hearing.
MOTION: Council Member Langdon made a motion to approve Resolution
19-11. Council Member Barrett seconded the motion. The motion
carried by a vote of 4-0.
Town Council Minutes
02/25/19
Page5of8
7. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF AN ORDINANCE 878,
AMENDING THE COMPREHENSIVE PLAN, ESTABLISHED BY ORDINANCE 747,
ADDING PROVISIONS FOR URBAN LIGHTING ZONES.
Director Ruthven and Mr. Robin McCaffery, Mesa Planning, provided a presentation and
overview of the item.
Discussion ensued regarding the proposed amendment and how current lighting would be
updated throughout the town.
Mayor Wheat opened the public hearing.
No one addressed Council.
Mayor Wheat closed the public hearing.
MOTION: Council Member Goble made a motion to approve Ordinance 878.
Council Member Langdon seconded the motion. The motion carried
by a vote of 4-0.
8. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF ORDINANCE 879,
AMENDING CHAPTER 102, ��ZONING"ARTICLE 6 ��PERFORMANCE
STANDARDS", DIVISION 2 "OUTDOOR LIGHTING", SECTIONS 102-206
THROUGH 102-240 BY PROVIDING FOR NEW DEFINITIONS AND NEW
STANDARDS FOR OUTDOOR LIGHTING.
Director Ruthven provided an overview of the item.
Discussion ensued regarding percent of lighting that may be out of compliance with this
amendment and the current lighting of Fidelity's parking garage.
Mayor Wheat opened the public hearing.
No one addressed Council.
Mayor Wheat closed the public hearing.
MOTION: Council Member Langdon made a motion to approve Ordinance
879. Council Member Barrett seconded the motion. The motion
carried by a vote of 4-0.
Town Council Minutes
02/25/19
Page6of8
Pursuant to LCG 211.007(b) The Town Council may not take action, however discussion
may ensue, on Item 9 of the agenda until the Planning and Zoning Commission makes a
final recommendation. The Planning and Zoning Commission postponed this item durinq
the February 11, 2019, meeting until March 11, 2018.
9. CONDUCT A PUBLIC HEARING AND CONSIDERATION OF ORDINANCE
APPROVING A ZONING CHANGE REQUEST FROM R-5 COUNTRY RESIDENTIAL
TO PLANNED DEVELOPMENT DISTRICT NUMBER 7 (PD7) FOR AN
APPROXIMATELY 37.8-ACRE PORTION OF LAND GENERALLY LOCATED EAST OF
PEARSON LANE AND SOUTH OF ASPEN LANE, TO INCLUDE PRIMARILY SINGLE
FAMILY RESIDENTIAL USES, INCLUDING A REQUEST FOR APPROVAL OF A
CONCEPT PLAN AND DEVELOPMENT PLAN, AND A SPECIFIC USE PERMIT FOR
PRIVATE STREETS.
Town Manager DeGan stated there would be no presentation or overview of this item
since it was tabled by the Planning and Zoning Commission but the Mayor would open the
public hearing.
Mayor Wheat opened the public hearing.
No one addressed Council.
Mayor Wheat asked for a motion to continue the public hearing.
MOTION: Council Member Barrett made a motion to continue the public
hearing at the March 25, 2019, meeting. Council Member Rennhack
seconded the motion. The motion carried by a vote of 4-0.
10. EXECUTIVE SESSION
Council did not convene into executive session.
The Council will conduct a closed session pursuant to Texas Government Code, annotated,
Chapter 551, Subchapter D for the following:
a. Section 551.071. Consultation with Attorney (1) when the governmental body
seeks the advice of its attorney about: (A) pending or contemplated litigation:
Builder Recovery Services, LLC vs. Town of Westlake
b. Section 551.072 to deliberate the purchase, exchange, lease, or value of real
property regarding the conservation area at The Knolls at Solana
c. Section 551.071 (2) Consultation with Attorney on a matter in which the duty of
the attorney to the governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with this chapter:
Trophy Club Municipal District No. 1
d. Section 551.087 Deliberation Regarding Economic Development Negotiations
(1) to discuss or deliberate regarding commercial or financial information that
the governmental body has received from a business prospect that the
governmental body seeks to have locate, stay, or expand in or near the territory
Town Council Minutes
02/25/19
Page7of8
of the governmental body and with which the governmental body is conducting
economic development negotiations; or (2) to deliberate the ofFer of a financial
or other incentive to a business prospect described by Subdivision (1) for the
following:
- BRE Solana
e. Section 551.074(a)(1): Deliberation Regarding Personnel Matters —to deliberate
the appointment, employment, evaluation, reassignment, duties, of a public
ofFicer or employee:
- Town Manager evaluation
11. RECONVENE MEETING
12. TAKE ANY ACTION, IF NEEDED, FROM EXECUTIVE SESSION ITEMS.
13. FUTURE AGENDA ITEMS
No additional discussion required.
14. AD70URNMENT
There being no further business before the Council, Mayor Wheat asked for a motion to
adjourn the meeting.
MOTION: Council Member Goble made a motion to adjourn the meeting.
Council Member Rennhack seconded the motion. The motion
carried by a vote of 4-0.
Council Member Rennhack adjourned the meeting at 8:20 p.m.
APPROVED BY THE TOWN COUNCIL ON APRIL 22, 2019.
ATTEST:
Laura Wheat, Mayor
Kelly Edwards, Town Secretary
Town Council Minutes
02/25/19
Page8of8
Westlake Town Council
TYPE OF ACTION T x E i o w N o F
WESTLAKE
Regular Meeting - Action Item o i sr i N o r i v E s v o E s i c N
Westlake Town Council Meeting
Monday, Apri122, 2019
ToPrc: Consider a Resolution authorizing the Town Manager to execute a
contract with Jerry Hodge &Associates, LLC for project management
services related to TxDOT construction of SH 114 services roads and
other improvements and amending the adopted budget to provide funding.
STAFF CONTACT: Jarrod Greenwood, Assistant Town Manager
Strategic Alignment
i i � . � . . , � . .
� �
- � i
High Quality Planning,Design&
Planned/Responsible People,Facilities, & Development-We are a desirable Improve Technology,
Development Technology Well planned,high-qualiry Facilities&
community that is distinguished by Equipment
exemplary dcsign standards.
�
Outsidc thc Scopc of Idcntificd Stratcgic Initiativcs
Time Line- Start Date: April 1, 2019 Completion Date: March 31, 2020
Funding Amount: $96,000 Status - ❑ Funded Source - Capital Projects Fund
EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY)
As you are aware, the SH 114 service road project has moved through the TxDOT design process
at a significantly faster progress than what is typically eXpected for a construction project. Due to
the project's pace and the impact to adjacent developments and Westlake residents, staff
recommends retaining the same consultant working with Southlake, Jerry Hodge & Associates,
LLC, to help ensure Westlake stakeholders are represented in the design and construction process
and that the Town's aesthetic standards are included in the construction plans.
Page 1 of 2
The service road project is expected to take approximately 24 to 36 months. The proposed contract
with Jerry Hodge & Associates is a 12-month contract that can be extended based on TXDOT's
construction schedule. The date of the contract would be retroactive to April 1, 2019 in order to
include work performed by Hodge & Associates, which the Town was required to perform.
Funding for the proposed contract was not included in the FY 18/19 Adopted Budget. Therefore,
this will require an amendment to the CIP budget to allocate funding. Additionally, staff is in
discussions with adjacent property owners regarding some cost participation arraignments, which
would require an economic development agreement with each. Because of the significance and
speed at which this project is moving, staff would still recommend approving the contract without
any stakeholder participation.
RECOMMENDATION
Staff recommends approval of the proposed Resolution.
ATTACHMENTS
Resolution with EXhibit"A"
Page 2 of 2
TOWN OF WESTLAKE
RESOLUTION NO. 19-17
A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS,
ENTERING INTO AN AGREEMENT WITH JERRY HODGE & ASSOCIATES, LLC.
FOR PROJECT MANAGEMENT SERVICES RELATED TO CONSTRUCITON OF SH
114 SERVICE ROADS AND OTHER IMPROVEMENTS, AND AMENDING THE
ADOPTED BUDGET TO PROVIDE FUNDING AND AUTHORIZING THE TOWN
MANAGER TO EXECUTE THE AGREEMENT ON BEHALF OF THE TOWN OF
WESTLAKE, TEXAS.
WHEREAS, the TeXas Department of Transportation is developing plans for the
construction of service roads, "Texas U-Turns", and bridge improvements in Westlake between
FM 1938 and Dove Road; and
WHEREAS, Westlake desires to ensure construction improvements that preserves the
Town's aesthetic and design standards; and
WHEREAS, this project is of great importance to the health, safety, and welfare of the
citizens and economic strength of Westlake; and
WHEREAS, the Town Council find that the proposed contract for project management
services related to SH 114 service road construction is sound infrastructure planning and consistent
with goals and objectives within the adopted strategic plan; and
WHEREAS, the Town Council finds that Town oversight of the service road construction
is necessary and that the Capital Improvement Plan should be amended to allocate appropriate
funding; and.
WHEREAS, the Town Council finds that the passage of this Resolution is in the best
interest of the public.
NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN
OF WESTLAKE, TEXAS:
SECTION 1: All matters stated in the Recitals above are found to be true and correct and
are incorporated herein by reference as if copied in their entirety.
SECTION 2: The Town Council of the Town of Westlake hereby approves the contract
with Jerry Hodge & Associates, LLC for project management services related to construction of
SH 114 service roads and other improvements, attached as Exhibit "A", and further authorizes the
Town Manager to execute the agreement on behalf of the Town of Westlake, Texas.
Resolution 19-17
Page 1 of 2
SECTION 3: The Town Council of the Town of Westlake hereby approves a budget
amendment to the Capital Improvement Plan for the creation of a SH 114 Service Road Capital
Project and provide funding in the amount of$96,000.
SECTION 4: If any portion of this Resolution shall, for any reason, be declared invalid
by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions
hereof and the Council hereby determines that it would have adopted this Resolution without the
invalid provision.
SECTION 5: That this resolution shall become effective from and after its date of
passage.
PASSED AND APPROVED ON THIS 22"d DAY OF APRIL, 2019.
ATTEST: Laura Wheat, Mayor
Kelly Edwards, Town Secretary
APPROVED AS TO FORM:
L. Stanton Lowry, Town Attorney
Resolution 19-17
Page 2 of 2
Exhibit A
AGREEMENT TO PROVIDE PROFESSIONAL CONSULTING SERVICES
THIS AGREEMENT ("Agreement") is entered into this 1 st day of April, 2019
effective immediately by and between Jerry Hodge &Associates, LLC ("CONSULTANT")
and the TOWN OF WESTLAKE, TEXAS, a municipal corporation of the State of Texas
("TOWN"). For convenience, the CONSULTANT and the TOWN may sometimes be
referred herein collectively as "parties" and individually as a "party."
WITNESSETH
WHEREAS, TOWN desires to engage the CONSULTANT to provide
comprehensive project management and assistance as more fully described on
Attachment "A" attached hereto and incorporated herein by reference; and
WHEREAS, CONSULTANT agrees to provide such work and services for the
TOWN in accordance with the terms of this Agreement;
NOW, THEREFORE, for the mutual promises set forth herein, and for other
valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the
parties hereto mutually agree as follows:
1. Employment of Consultant.
(a) TOWN agrees to engage the CONSULTANT and the CONSULTANT
hereby agrees to perform the services described in Attachment"A"attached hereto
and incorporated herein by reference.
(b) Notwithstanding anything to the contrary contained in this Agreement,
TOWN and CONSULTANT agree and acknowledge that TOWN is entering into
this Agreement in reliance on CONSULTANT's special and unique abilities with
respect to public works and project management. CONSULTANT accepts the
relationship of trust and confidence established between it and the TOWN by this
Agreement. CONSULTANT covenants with TOWN to use his best efforts, skill,
judgment, and abilities to perForm the work required by this Agreement and to
further the interests of TOWN in accordance with TOWN's requirements, in
accordance with the highest standards of CONSULTANT's profession or business
and in compliance with all applicable national, federal, state, municipal, laws,
regulations, codes, ordinances, orders and with those of any other body having
jurisdiction. The CONSULTANT warrants, represents, covenants, and agrees that
all of the work to be perFormed by the CONSULTANT under or pursuant to this
Agreement shall be of the standard and quality which prevail among similar
businesses and organizations of superior knowledge and skill engaged in providing
similar services in major United States urban areas under the same or similar
circumstances and involving the work to be performed in accordance with
Attachment "A" attached hereto and incorporated herein. CONSULTANT
Resolution 19-17
Page 1 of 7
warrants, represents, covenants, and agrees that the work he perForms will be
accurate and free from any material errors.
2. Term. The term of this Agreement shall be twelve (12) months commencing April 1,
2019. This contract is anticipated to be renewed in subsequent Town fiscal years and
may be extended under the similar terms and conditions by the mutual written
agreement of the parties until the subject project is constructed and completed.
3. Compensation. The TOWN agrees to pay the CONSULTANT a lump sum fee of
$96,000 in order to perform work as described in Attachment "A" attached hereto.
Furthermore, the CONSULTANT agrees not to exceed this amount without receiving
prior written authorization. CONSULTANT agrees that should the need arise for
additional services should arise, CONSULTANT will seek authorization before
proceeding and if requested, supply TOWN with best estimate of the proposed fee
adjustment.
4. Method of Payment. The CONSULTANT shall be paid monthly based on twelve (12)
equal payments of $8,000 per month. Total payments shall not exceed the amount
shown in (3), above. TOWN shall pay invoices within 30 days of receipt; provided,
however, that in the event TOWN requests any supporting documentation for charges,
payment shall be made within 30 days of receipt of the documentation.
5. Chanqes. TOWN or CONSULTANT may, from time to time require changes in the
scope of services of the CONSULTANT to be performed hereunder. Such changes,
which are mutually agreed upon by and between TOWN and the CONSULTANT, shall
be incorporated in written amendment to this Agreement.
6. Services and Materials to be Furnished bv TOWN. TOWN shall furnish the
CONSULTANT with all available information, data, and material CONSULTANT
requests pertinent to the execution of this Agreement. TOWN shall cooperate with
the CONSULTANT in carrying out the work herein and shall provide adequate staff
for liaison with the CONSULTANT. TOWN shall provide project related printing,
meeting accommodations and scheduling of ineetings.
7. Confidential Information. CONSULTANT agrees that CONSULTANT shall not use
in any manner, directly or indirectly, any Confidential Information except in promoting
TOWN business, and as necessary in performing his duties under this Agreement;
8. Termination of Aqreement. TOWN or CONSULTANT has the right to terminate this
Agreement for any reason upon 30 days' notice to the other party. Upon termination
pursuant to this paragraph, the CONSULTANT shall be entitled to payment of such
amount as shall compensate CONSULTANT for the services satisfactorily performed
from the time of the last payment date to the termination date in accordance with this
Agreement, provided the CONSULTANT shall have delivered to TOWN such
statements, accounts, reports and other materials as required herein, and provided
that CONSULTANT shall have delivered to TOWN all reports, documents and other
materials prepared by CONSULTANT prior to termination. TOWN shall not be
Resolution 19-17
Page2of7
required to reimburse CONSULTANT for any services perFormed or expenses
incurred after the date of the termination notice.
9. Information of Reports. The CONSULTANT shall, at such time and in form as
TOWN may require, furnish such periodic reports concerning the status of the work to
be performed under this Agreement, and copies of proposed and executed plans and
other information relative to the work perFormed under this Agreement as may be
requested by TOWN. The CONSULTANT shall furnish TOWN, upon request, with
copies of all documents and other material prepared or developed in relation with or
as part of the work performed under this Agreement. The CONSULTANT shall furnish
TOWN with an electronic copy of all materials prepared or developed in relation with
or as part of the work performed under this Agreement.
10.Records and Inspections. CONSULTANT shall maintain full and accurate records
with respect to all matters covered under this Agreement for a period of six months
after the completion of the work performed under this Agreement, or if litigation relating
to any aspect of this Agreement is commenced within that two year period, until there
is a final, non-appealable judgment or a settlement agreement has been executed
between all the parties. TOWN shall have free access at all proper times to such
records, and the right to examine and audit the same and to make transcripts there
from, and to inspect all program data, documents, proceedings, and activities.
11.Completeness of Contract. This Agreement and the documents incorporated herein
by specific reference contain all the terms and conditions agreed upon by the parties
hereto, and no other agreements, oral or otherwise, regarding the subject matter of
this contract or any part thereof shall have any validity or bind any of the parties hereto.
If there is any conflict between the terms of this Agreement and the documents
attached hereto, the terms of this Agreement shall control. This Agreement may not
be subsequently modified except by a written agreement signed by both parties.
12.TOWN Not Obliqated to Third Parties. TOWN shall not be obligated or liable
hereunder to any party other than the CONSULTANT.
13.When Riqhts and Remedies Not Waived. In no event shall the making by TOWN
of any payment to the CONSULTANT constitute or be construed as a waiver by TOWN
of any breach of covenant, or any default which may exist on the part of the
CONSULTANT and the making of any such payment by TOWN while any such breach
or default shall exist in no way impairs or prejudices any right or remedy available to
TOWN in respect to such breach or default.
14.Final Decisions. Serving as a consultant to the TOWN, CONSULTANT shall advise
all parties that final decisions regarding the projects and programs on which he is
working shall be made by the TOWN Council and/or TOWN Manager.
15.Personnel. All of the services required hereunder will be perFormed by the
CONSULTANT or under CONSULTANT's supervision, and all personnel engaged in
the work shall be qualified to perForm such services.
Resolution 19-17
Page 3 of 7
16.Conflict of Interest. It is understood and agreed to by the parties to this agreement
that Jerry Hodge and Associates, LLC will not represent the Town of Westlake under
this agreement in any requests for funding related to this project as it may be
construed as a Conflict of Interest.
17.Assiqnabilitv. The parties hereby agree that CONSULTANT may not assign, convey
or transfer its interest, rights and duties in this Agreement without the prior written
consent of TOWN.
18.Notices. Any notices, bills, invoices, or reports required by this Agreement shall be
sufficient if sent by the parties via personal delivery, facsimile, or via United States
certified mail, postage paid, to the addresses noted below:
Amanda DeGan Jerry L. Hodge, President
Town Manager Jerry Hodge & Associates, LLC
Town of Westlake 1213 Huron Drive
1500 Solana Blvd., Ste. 7200 Grapevine, Texas 76051
Westlake, TX 76262
19.Governinq Law/Venue. This Agreement shall be governed by and construed in
accordance with the laws of the State of Texas. Venue for any action brought to
interpret or enforce the terms of this Agreement shall lie in Tarrant County, Texas.
20.Authority to Siqn. The parties hereby warrant and represent that the undersigned
persons have full authority and are duly authorized to sign on behalf of their respective
principals and that such principals have duly authorized the transaction contemplated
by this Agreement.
IN WITNESS WHEREOF, TOWN and the CONSULTANT have executed this Agreement
as of the date first written above.
TOWN OF WESTLAKE, TEXAS Jerry Hodge & Associates, LLC
By: By:
Amanda DeGan, Town Manager Jerry L. Hodge, President
Date Date
Resolution 19-17
Page 4 of 7
ATTACHMENT A
Consultant shall complete the projects shown below, consulting with TOWN staff as
required.
Scope of Services
SH 114 Frontaqe Roads between Kirkwood Boulevard and Davis Blvd (FM1938):
• Act as the project team leader for the westbound and eastbound SH114 frontage
roads (Solana Blvd./Kirkwood Blvd. to Davis Blvd.) project including Texas
Turnarounds and coordinate all administrative items and meetings between
stakeholders to include Westlake, the engineer of record, TxDOT, U.S. Army
Corps of Engineers and other agencies including but not limited to Westlake
property owners, other adjacent municipalities and individual parties, as
appropriate and necessary.
• Identify, coordinate and develop any partnering agreements such as
Memorandums of Understanding (MOU's) and inter-local agreements with other
governmental agencies.
• Manage and accelerate, whenever possible, all planned actions and milestones
that are part of the subject project schedule.
• Facilitate and review the development of research of available and necessary
right-of-way to construct said proposed SH114 westbound and eastbound
frontage roads, environmental requirements, public utility relocations, temporary
construction easements and drainage in the project zone by a third-party
consultant.
• Review and coordinate all remaining geometric design schematics (60%, 90%
and 100%) for completeness, accuracy, constructability and any aesthetic
enhancements identified by TOWN staff and coordinate reviews with all affected
stakeholders, where needed,
• Facilitate all activities leading to the successful completion of the environmental
assessment and acquisition of the environmental clearance for the project.
• Represent Westlake in all public involvement activities associated with the
project.
• Manage and coordinate the development and review of the plans, specifications
and Opinion of Probable Cost (OPCC) being developed by third-party
consultants.
Resolution 19-17
Page5of7
• Facilitate and oversee the development of a design schematic of the proposed
SH114 frontage roads by a third-party consultant.
Intersection Improvements at Solana Blvd./Kirkwood Blvd. and SH 114
• Act as the project team leader in developing an engineered concept schematic,
final plans and estimates to design and construct any remaining intersection
improvements and/or relocation of existing signals at Solana Blvd./Kirkwood
Blvd. and SH114 frontage roads.
• Facilitate and manage the development of research of public utilities and
drainage in the project zone by a third-party consultant.
Davis Blvd (FM1938) and SH114 Intersection Analysis
• Facilitate and manage the development of research of public utilities and
drainage in the project zone by a third-party consultant.
• Act as the project team leader in developing an engineered concept schematic
and estimates to design and construct any remaining intersection improvements
at Davis Blvd. (FM1938) and SH114 frontage roads.
As the lead CONSULTANT on these projects, it shall be the responsibility of
CONSULTANT to:
• Develop a working group of stakeholders including major landowners including
the Town of Westlake, all adjacent landowners, the developer of Entrada,
Fidelity, Blackstone, Harbert Management, TxDOT, and consultants as required.
• Research and develop necessary information for project start-up.
• Interview and submit to TOWN for consideration for hire design consultants as
needed for the project.
• Prepare budget for preliminary and final project costs of utilities.
• Attend and participate weekly construction meetings on site with the TxDOT
contractor and TxDOT construction inspectors and District personnel to ensure
that Change Orders are kept to a minimum and that the project continues on a
timely basis.
• Attend all meetings and make presentations as needed.
• Review all reports by consultants.
Resolution 19-17
Page6of7
• Serve as a member of the Project Construction Team through project
construction completion.
• Review all change orders and recommend action for Town to take, if required.
• Take all complaints from the Town residents and business owners. Deal with all
questions and problems that arise with land owner properties.
• Apply for drive permits for all driveways and deceleration lanes.
• Design plans for the frontage roads on East and West SH114 from Solana
Blvd./Kirkwood Blvd. to Davis Blvd. (FM1938) to include any aesthetic
enhancements identified by TOWN staff.
• Right-of-way and utility relocation.
• Construction management of all projects design and construction.
• Be the primary contact with TxDOT during this process. All requests from the
Town and/or property owners will be presented to me to handle with TxDOT.
• Keep Town staff informed on all aspects of the project.
Resolution 19-17
Page7of7
r H E r o w H o �
WESTLAKE
MINUTES OF THE
TOWN OF WESTLAKE, TEXAS
TOWN COUNCIL MEETING
March 25, 2019
PRESENT: Mayor Laura Wheat and Council Members Carol Langdon, Alesa Belvedere, Rick
Rennhack, and Greg Goble. Michael Barrett arrived at 5:15 p.m.
ABSENT:
OTHERS PRESENT: Town Manager Amanda DeGan, Assistant to the Town Manager
]arrod Greenwood, Town Secretary Kelly Edwards, Town Attorney
Stan Lowry, Fire Chief Richard Whitten, Deputy Fire Chief John
Ard, Building Official Pat Cooke, Development Coordinator Nick
Ford, Finance Director Debbie Piper, Director of Facilities & Parks
Troy Meyer, Director of Communications Ginger Awtry,
Communications Manager Jon Sasser, Director of Information
Technology Jason Power, Director of Human Resources and
Administrative Services Todd Wood, and Municipal Court
Administrator Jeanie Roumell.
Work Session
1. CALL TO ORDER
Mayor Wheat called the work session to order at 5:10 p.m.
2. PLEDGE OF ALLEGIANCE
Mayor Wheat led the Pledge of Allegiance to the United States and Texas flags.
Town Council Minutes
03/25/19
Page 1 of 7
3. REVIEW OF CONSENT AGENDA ITEMS FOR THE TOWN COUNCIL REGULAR
MEETING AGENDA.
No additional discussion.
4. REPORTS
a. Annual report from the Keller Police Department relative to police services and
the racial profiling report for the Town of Westlake.
Discussion ensued regarding declining numbers, traffic stops, crimes, two
factors driving the decrease: focusing on Westlake Academy and freeway traffic
accidents, quality traffic analysis, racial data profiling is driven by the legislature,
and future reports categorizing by race and gender.
5. DISCUSSION ITEMS
a. Presentation and discussion regarding the annual Comprehensive Annual
Financial Report (CAFR) presented by Weaver and Tidwell, L.L.P., for the fiscal
year ended September 30, 2018.
Mr. John DeBurro, Weaver and Tidwell, and Director Piper provided a
presentation and overview of the item.
Discussion ensued regarding the breakdown of sales tax and use tax, one time
appropriations, and the implementation of GASB 75.
b. Presentation and discussion providing an update regarding the status of the work
to date of the Westlake Public Art Competition Advisory Committee and adding
another member to the Committee.
Mr. Russell Tether and Mr. Robin McCaffrey provided an overview of the item.
Discussion ensued regarding the number of applicants, four (4) semi-finalists,
next steps, an additional member joining the committee, citizen involvement,
and a high-level communication to residents regarding the committee and artist.
c. Presentation and discussion regarding Regular Agenda Item 5 - Proposed
Rezoning from R5-Country Residential.
Director Ruthven and Mr. Robin McCaffrey, Mesa Planning, provided an overview
of the item.
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03/25/19
Page 2 of 7
Discussion ensued regarding setback being minimum of 30 feet from Vaquero,
green belt width, distances from the 9th hole and 1St tee to the homes,
development density, revisions from previously submitted documents, gross
density, and sending and receiving areas as stated in the Comprehensive Plan.
d. Standing Item: Presentation and discussion of development projects per Staff
report February 2019 including an Entrada report from the Developer and
projects in Planned Development PD 3-5.
Director Ruthven provided an overview of the following developments:
Entrada: Starbucks location, tower construction in relation with the retail
building, restaurants, parking garage, gas well pad site, and the service road
along Highway 114.
Schwab: Phase I - Temp CO allowing for the delivery of furniture and fixtures
and Phase II going vertical.
Erosion along with Dove Road and connectivity between the Town of Trophy
Club and the Charles Schwab campus.
6. EXECUTIVE SESSION
Council convened to into executive session at 7:48 p.m.
The Council will conduct a closed session pursuant to Texas Government Code, annotated,
Chapter 551, Subchapter D for the following:
a. Section 551.071. Consultation with Attorney (1) when the governmental body
seeks the advice of its attorney about: (A) pending or contemplated litigation:
Builder Recovery Services, LLC vs. Town of Westlake
b. Section 551.072 to deliberate the purchase, exchange, lease, or value of real
property regarding the conservation area at The Knolls at Solana
c. Section 551.071 (2) Consultation with Attorney on a matter in which the duty of
the attorney to the governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with this chapter:
Trophy Club Municipal District No. 1
d. Section 551.087 Deliberation Regarding Economic Development Negotiations
(1) to discuss or deliberate regarding commercial or financial information that
the governmental body has received from a business prospect that the
governmental body seeks to have locate, stay, or expand in or near the territory
of the governmental body and with which the governmental body is conducting
economic development negotiations; or (2) to deliberate the offer of a financial
or other incentive to a business prospect described by Subdivision (1) for the
following:
- BRE Solana
Town Council Minutes
03/25/19
Page 3 of 7
- Waterside Land Company LLC
7. RECONVENE MEETING
Mayor Wheat reconvened the meeting at 9:08 p.m.
8. COUNCIL RECAP / STAFF DIRECTION
- Racial Profiling Report— breakout by race and gender for future reports.
- Public Art Competition Advisory Committee — citizen communication regarding the
Committee Members, time devoted, caliber of artist submittals (4 finalist), and timeline for
the completion moving forward.
9. ADJOURNMENT
Mayor Wheat adjourned the work session at 9:08 p.m.
Regular Session
1. CALL TO ORDER
Mayor Wheat called the regular session to order at 9:08 p.m.
2. ITEMS OF COMMUNITY INTEREST
Director Awtry provided an overview of the upcoming events.
Chief Whitten expressed appreciation to the Council on behalf of the Fire Department
employees regarding the new Fire Station.
3. CITIZEN COMMENTS
Neil McNabnay, 1815 Broken Bend, spoke regarding the conservation area behind the
Knolls development.
4. CONSENT AGENDA
a. Consider approval of the minutes from the meeting on February 25, 2018.
b. Consider approval of Resolution 19-12, Appointing an additional member to the
Public Art Competition Advisory Committee.
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03/25/19
Page 4 of 7
c. Consider approval of Resolution 19-13, Amending the authorized signers on the
Town of Westlake Trust Account with First Financial Bank
d. Consider approval of Resolution 19-14, Accepting the annual Comprehensive
Annual Financial Report (CAFR) presented by Weaver and Tidwell, L.L.P., for the
fiscal year ended September 30, 2018.
e. Consider approval of Resolution 19-15, Authorizing the Town Manager to enter
into a purchase agreement with Rush Bus Center to purchase a 71-passenger
activity bus and authorize the Town Manager to make funding changes not to
exceed $25,000 on this project.
MOTION: Council Member Belvedere made a motion to approve the consent
agenda. Council Member Langdon seconded the motion. The
motion carried by a vote of 5-0.
5. CONTINUE THE PUBLIC HEARING AND CONSIDERATION OF ORDINANCE 881,
APPROVING A ZONING CHANGE REQUEST FROM R-5 COUNTRY RESIDENTIAL
TO PLANNED DEVELOPMENT DISTRICT NUMBER 7 (PD7) FOR AN
APPROXIMATELY 37.8-ACRE PORTION OF LAND GENERALLY LOCATED EAST OF
PEARSON LANE AND SOUTH OF ASPEN LANE, TO INCLUDE PRIMARILY SINGLE
FAMILY RESIDENTIAL USES, INCLUDING A REQUEST FOR APPROVAL OF A
CONCEPT PLAN AND DEVELOPMENT PLAN, AND A SPECIFIC USE PERMIT FOR
PRIVATE STREETS.
Mr. Paul Pastore, Waterside Land Company, LLC, Mr. Rich DeOtte, DeOtte Engineering,
Mr. Clay Nelson, CA Nelson Architects, and David Evans, Cooper Clinic, provided an
overview of the item.
Discussion ensued regarding how to protect the continuity of the development.
Mayor Wheat continued the public hearing for item 5.
The following people spoke in favor of the item: Joe Schneider, Hillwood Properties; Tony
Dawson, 1229 Castle Cove, Keller; and Matt Rose, 1110 Post Oak Place.
The following people spoke in opposition of the item: David Elmer, 2017 Bantry Drive,
Keller; Donna Dettbarn, 2021 Bantry Drive, Keller; and John Landry, 2029 Bantry Drive,
Keller.
Mayor Wheat closed the public hearing
Discussion ensued regarding different number of plans submitted, how to ensure a single
homebuilder Planning &Zoning Commission approval, Cooper Clinic possibilities, the right
and best product for Westlake, staff recommendation, and how to interpret the
Comprehensive Plan.
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03/25/19
Page 5 of 7
MOTION: Council Member Rennhack made a motion to deny without prejudice
Ordinance 881. Council Member Goble seconded the motion.
The motion carried by a vote of 5-0.
6. DISCUSSION AND CONSIDERATION OF ORDINANCE 877, AMENDING CHAPTER
46, ARTICLE VI, TOBACCO PRODUCTS, SMOKING AND E-CIGARETTES,
PROHIBITING SMOKING AND VAPING WITHIN THE TOWN OF WESTLAKE
EXCEPT IN PRIVATE CLUBS.
Discussion ensued regarding moving this item to the May 20, 2019 meeting.
7. EXECUTIVE SESSION
Council did not convene into executive session.
The Council will conduct a closed session pursuant to Texas Government Code, annotated,
Chapter 551, Subchapter D for the following:
e. Section 551.071. Consultation with Attorney (1) when the governmental body
seeks the advice of its attorney about: (A) pending or contemplated litigation:
Builder Recovery Services, LLC vs. Town of Westlake
f. Section 551.072 to deliberate the purchase, exchange, lease, or value of real
property regarding the conservation area at The Knolls at Solana
g. Section 551.071 (2) Consultation with Attorney on a matter in which the duty of
the attorney to the governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with this chapter:
Trophy Club Municipal District No. 1
h. Section 551.087 Deliberation Regarding Economic Development Negotiations
(1) to discuss or deliberate regarding commercial or financial information that
the governmental body has received from a business prospect that the
governmental body seeks to have locate, stay, or expand in or near the territory
of the governmental body and with which the governmental body is conducting
economic development negotiations; or (2) to deliberate the ofFer of a financial
or other incentive to a business prospect described by Subdivision (1) for the
following:
- BRE Solana
- Waterside Land Company LLC
8. RECONVENE MEETING
9. TAKE ANY ACTION, IF NEEDED, FROM EXECUTIVE SESSION ITEMS.
MOTION: Council Member Rennhack made a motion approve Resolution
19-16 accepting the donation of approximately 22.881 acres as a
conservation area and municipal parkland, and, further
authorizing the Town Manager to execute any and all document
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03/25/19
Page6of7
required to transfer the property to the Town of Westlake.
Council Member Langdon seconded the motion. The motion
carried by a vote of 5-0.
10. FUTURE AGENDA ITEMS
No additional discussion required.
11. AD70URNMENT
There being no further business before the Council, Mayor Wheat asked for a motion to
adjourn the meeting.
MOTION: Council Member Rennhack made a motion to adjourn the meeting.
Council Member Barrett seconded the motion. The motion carried
by a vote of 5-0.
Council Member Rennhack adjourned the meeting at 10:35 p.m.
APPROVED BY THE TOWN COUNCIL ON APRIL 22, 2019.
ATTEST:
Laura Wheat, Mayor
Kelly Edwards, Town Secretary
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03/25/19
Page7of7
Westlake Town Council
TYPE OF ACTION T x E i o w N o F
WESTLAKE
Regular Meeting - Action Item o i sr i N o r i v E s v o E s i c N
Westlake Town Council Meeting
Monday, Apri122, 2019
ToP►c: Presentation and discussion regarding the project summary of the
Westlake Fire-EMS Station No. 1.
STaFF CoNTaCT: Troy J. Meyer, Facilities Director
Strategic Ali�nment
i i � . � . . , ; . .
� �
- 1 �
Mission: Wcstlakc is a
unique community blending
preservation of our natural Exemplary Service&Governance
environment and -We set the standard by delivering Improve Technology,
viewscapes,while serving People,Facilities, & unparalleled municipal and Facilities&
our residents and businesess Technology educational services at the lowest Equipment
with superiar municipal and
academic services that are cost.
accessible, efficient,cost-
effective, &transparent.
�
Outside the Scope of Identified Strategic Initiatives
Time Line- Start Date: Apri122, 2019 Completion Date: May 31, 2019
Funding Amount: $11.9M Status - � Funded Source - Bond Issuance
EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANIZATIONAL HISTORY)
The Westlake Fire-EMS Station No. 1 opened for service in February 2019, followed by the Grand
Opening on March 23, 2019.
In 2015,the staff assessed the need for a new Fire-EMS Station by evaluating the existing 12-year-
old, temporary facility and considering the results of a residential survey as it related to the
following:
• Importance of Public Safety in the Community
• Essential Services
• Health & Safety
• High-level Building Standards
• Fire-EMS Being Housed in a Temporary Building For 12 Years
• Providing Quality Services
• Strategic Location of Fire Station
• Ability to Provide the Best Possible Response Times
• Residential and Commercial Growth
The results of the 2015 & 2017 Residential Surveys also gave staff insight on the needs of our
community and the importance our residents placed on being prepared for an emergency event as
well as public safety. The results are as follows:
2015: Public safety was ranked as the number one municipal service that residents felt was
most important to our community. The low crime rate and quality of public safety was
ranked as the fifth most important reason in a residents decision to move to Westlake.
And it was ranked as the fourth most important reason a resident would stay in Westlake
over the next five years.
2017: Once again, public safety Q1. O�erall Satisfaction With Town Services
ranked as the most important by Major Category
by percentege of respontlents who ratetl the I�m as a 1 to 0 on a o-poirrt scale,eulutling tlon't kno�,��s i
municipal service residents
C]ualiry of public safety servlces 53% 41%
value in our community. The
a 1.,1 Westlake's emergency preparetlness efforts 52% 37% e56
l�W C'rlme rate anU YuUllC' SafetJ parksitrailslopen spacesfs[reetscapingifacilites 45% 37% i2�5 ess
SeFV1CeS WaS I1SteCl �lS tlle SeCO11Cl Qua�iryotcustomerservice 44% 38°-o i�ss s�
(overall) most important factor ��a���afg�Vernmen,sery��esproV�aea 4,� 4�°� ��� ��
111 tllelT CIeC1S1011 t0 I110Ve t0 E�ctiveness orcommunication byme lovrn 48% 34°-; ��� a9+
Westlake and was ranked as the °�a°ty°`ma'���a�Ce°r�°"'�stfEe`� azr �r ,o� ,��
�ualiry of enforcement oT cotles 8 ortlinances 3fi% 40% �a55 s�
S1Xt11 1110St llllp01�111t f1CtOP lll �a�ueorwesnakencademyromero�,i•n 50% 23% »�s
the�deCiSl�n t� Stay in Qualityoiunllryservlces 36% 35% �?H �
weStllke. Ill 1C1C11t1011� y0U C111 va�ueyourecelvefromyourtar��ees 32% 37% 2o�s ���
see the satisfaction level our o� zo� 40� so� 80� �oo�
�.} 1� 7,�7 oVery Satlsiletl(5 i oSatisfietl(41 oNeutral(31 oDissatisfietl(1i21
re"Sl�e'nt`S re'Y�l�e'�Wlt"YuU11C' Soiuce_EiCI tauteDn�sc�ioFtds��C01'-�'estia',�,TX
safety and emergency
preparedness in our last survey.
In a Town Council workshop in 2017, staff presented these results along with a proposal, to build
a new Fire-EMS Station. After the location study and budget estimates for the project were
completed, the Council approved an agreement with Brown Reynolds Watford Architects (BRW)
to design the Westlake Fire-EMS Station No. L The agreement with BRW included the design of
a station with a four-door, drive through apparatus bay, administration offices, meeting space, a
training/EOC room and living quarters.
April 3, 2017 the Council gave staff the direction to proceed with the project with the additional
scope and funding to ensure that the station meet the iconic look to stay true to the high Westlake
building standards. These project changes increased the budget by the amount of$2.76M which
was to be funded using $1.2M (one-time money) from the sale of a six-acre tract of land and a
$1.SM seven-year note, with the remaining $60K being provided by a fund balance.
In 2017 the construction contract with Core Construction was approved by the Town Council and
construction started in 2018. Construction was completed, and the station went into service in
February 2019 with the Grand Opening held on March 23, 2019.
Total proj ect budget is $11.9M which includes a public art allowance of$100,000. Final numbers
will be presented at the June 2019 Town Council meeting.
RECOMMENDATiON
Review of current status of the project. Staff will continue to finalize budget numbers which will
be presented to Town Council in the June for approval.
ATTACHMENTS
N/A
Town Cou nci I
Item # 6 — Executive
Session
EXECUTIVE SESSION
The Council will conduct a closed session pursuant to Texas Government Code, annotated,
Chapter 551, Subchapter D for the following:
a. Section 551.071 (2) Consultation with Attorney on a matter in which the duty of
the attorney to the governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with this chapter:
Trophy Club Municipal District No. 1
b. Section 551.087 Deliberation Regarding Economic Development Negotiations
(1) to discuss or deliberate regarding commercial or financial information that
the governmental body has received from a business prospect that the
governmental body seeks to have locate, stay, or expand in or near the territory
of the governmental body and with which the governmental body is conducting
economic development negotiations; or (2) to deliberate the offer of a financial
or other incentive to a business prospect described by Subdivision (1) for the
following:
- BRE Solana
- Waterside Land Company LLC
Town Cou nci I
Item # 7 — Reconvene
Council Meeting
Town Cou nci I
Item #8 — Necessary Action
NECESSARY ACTION
a. Section 551.071 (2) Consultation with Attorney on a matter in which the duty of
the attorney to the governmental body under the Texas Disciplinary Rules of
Professional Conduct of the State Bar of Texas clearly conflicts with this chapter:
Trophy Club Municipal District No. 1
b. Section 551.087 Deliberation Regarding Economic Development Negotiations
(1) to discuss or deliberate regarding commercial or financial information that
the governmental body has received from a business prospect that the
governmental body seeks to have locate, stay, or expand in or near the territory
of the governmental body and with which the governmental body is conducting
economic development negotiations; or (2) to deliberate the offer of a financial
or other incentive to a business prospect described by Subdivision (1) for the
following:
- BRE Solana
- Waterside Land Company LLC
Town Cou nci I
Item # 9 — Future Agenda
Items
FUTURE AGENDA ITEMS: Any Council member may request at a workshop and / or
Council meeting, under "Future Agenda Item Requests", an agenda item for a future
Council meeting. The Council Member making the request will contact the Town Manager
with the requested item and the Town Manager will list it on the agenda. At the meeting,
the requesting Council Member will explain the item, the need for Council discussion of
the item, the item's relationship to the Council's strategic priorities, and the amount of
estimated staff time necessary to prepare for Council discussion. If the requesting Council
Member receives a second, the Town Manager will place the item on the Council agenda
calendar allowing for adequate time for staff preparation on the agenda item.
- None
Town Cou nci I
Item # 10 — Adjournment
Regular Session