city council agenda - amazon s3 · 2019-08-09 · 5355 w. herriman main st. herriman, utah 84096...

5355 W. Herriman Main St. Herriman, Utah 84096(801) 446-5323 office herriman.org

Herriman City

CITY COUNCIL AGENDA

Wednesday, August 14, 2019

NOTICE IS HEREBY GIVEN that the Herriman City Council shall assemble for a meeting in the City Council Chambers, located at

5355 WEST HERRIMAN MAIN STREET, HERRIMAN, UTAH

5:00 PM - WORK MEETING: (Fort Herriman Conference Room)

1. City Council SocialThe City Council will meet for informal discussion and dinner. No action will be taken on anyitems.

2. Council Business – 5:15 PM2.1 Review of this Evening's Agenda2.2 Future Agenda Items

3. Administrative Reports3.1. Disc Golf Course Proposal - Wendy Thomas, Director of Parks, Recreation and EventsSR_DiscGolf.pdf

3.2. Utah Transit Authority Board Report - Carlton Christensen

3.3. Budget Amendment Overview - Alan Rae, Finance Director

3.4. Olympia Hills Update - Gordon Haight, Assistant City ManagerSR_OlympiaHills.pdf

3.5. Game Pointe Development Agreement Discussion - Gordon Haight, Assistant CityManagerSR_GamePointe.pdf

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https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/408791/SR_DiscGolf.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/408796/SR_OlympiaHills.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/408799/SR_GamePointe.pdf


Herriman City

3.6. Discussion relating to a text change to the Land Development Code to replace SaltLake County with Herriman City in regards to Animal Services (File No. Z2019-062) -Michael Maloy, City PlannerZ2019-062_AnimalServices.pdf

3.7. Discussion and consideration of a text change to the Land Development Code tochange buffering in the Technology Manufacturing (T-M) Zone (File No Z2019-068) -Michael Maloy, City PlannerSR_Z2019-068_TM Buffering.pdf

3.8. Creek Ridge Development Agreement Discussion - Gordon Haight, Assistant CityManagerSR_CreekRidgeDevelopmentAgreement.pdf

3.9. Discussion of the Mountain Ridge Development Agreement - Gordon Haight,Assistant City ManagerSR_MountainRidgeDevelopmentAgreement.pdf

3.10. City Manager Updates - Brett Wood, City Manager

4. Adjournment

7:00 PM - GENERAL MEETING:

5. Call to Order5.1 Invocation/Thought/Reading and Pledge of Allegiance5.2 City Council Comments and Recognitions

6. Public CommentAudience members may bring any item to the City Council’s attention. Comments will belimited to two minutes. State Law prohibits the Council from acting on items that do notappear on the agenda.

7. City Council Board and Committee Reports

8. Reports, Presentations and Appointments8.1. Healthy Herriman Chair Adona Swanner Recognition of Service - Wendy Thomas,Director of Parks, Recreation and Events

9. Public Hearing9.1. Public Hearing and consideration of a resolution approving an amendment to theHerriman City Fiscal Year 2019-2020 Budget - Alan Rae, Finance Director

9.2. Public Hearing and consideration of an ordinance to vacate Right-of-Way located at4100 West 14750 South and 4000 West 14850 South - Blake Thomas, City Engineer

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https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/407002/Z2019-062_staff_and_text.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/408801/SR_Z2019-068_TM_Buffering.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/408853/SR_CreekRidgeDevelopmentAgreement.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/409107/SR_MountainRidgeDevelopmentAgreement.pdf


Herriman City

SR_Right-of-wayVacation.pdf

10. Consent Agenda10.1. Approval of the June 26, 2019 City Council meeting minutes2019_06_26 RCCM Minutes.pdf

10.2. Approval of July 10, 2019 City Council Meeting minutes2019_07_10 RCCM Minutes.pdf

10.3. Approval of a Resolution amending the Master Fee Schedule by adding AnimalService Adoption Fee ScheduleSR_AnimalAdoptionFees.pdf

11. Discussion and Action Items 11.1. Discussion and Consideration of an Ordinance outlining the Property AcquisitionReimbursement Procedures - John Brems, City AttorneySR_PropertyAcquisitionReimbursement.pdf

11.2. Discussion and Consideration of a Resolution accepting a petition for annexationfiled by Herriman Springs Developers, LLC for further consideration and related matters -Jackie Nostrom, City RecorderSR_AnnexationPetition.pdf

11.3. Discussion and consideration of an Ordinance adopting the Public Safety Impact FeeFacilities Plan and Public Safety Impact Fee Analysis - John Brems, City AttorneySR_PublicSafetyImpactFee.pdf

11.4. Discussion and consideration of an ordinance adopting an Impact Fee Enactmentthat imposes a Public Safety Impact Fee, providing for the calculation and collection ofsuch fee, and providing for appeal, accounting, and severability - John Brems, CityAttorneySR_PublicSafetyImpactFee.pdf

12. Future Meetings12.1. August 15 - Planning Commission Meeting 7:00 p.m.

12.2. August 27 - Board of Canvasser's Meeting 5:00 p.m.

12.3. August 28 - City Council Work Meeting 5:00 p.m.; City Council Meeting 7:00 p.m.

13. Events13.1. August 16 - Movie in the Park; REAL Training Facility 7:00 p.m.

13.2. August 19 - Hungry Herriman Food Truck Roundup; Crane Park 5:00 p.m.

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https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/408815/SR_Right-of-wayVacation.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/409105/2019_06_26_RCCM_Minutes.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/409106/2019_07_10_RCCM_Minutes.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/408929/SR_AnimalAdoptionFees.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/408930/SR_PropertyAcquisitionReimbursement.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/408777/SR_AnnexationPetition.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/408939/SR_PublicSafetyImpactFee.pdf

https://legistarweb-production.s3.amazonaws.com/uploads/attachment/pdf/408940/SR_PublicSafetyImpactFee.pdf


Herriman City

13.3. August 26 - Hungry Herriman Food Truck Roundup; Crane Park 5:00 p.m.

14. Closed SessionThe Herriman City Council may temporarily recess the City Council meeting to convene in aclosed session to discuss pending or reasonable imminent litigation, and the purchase,exchange, or lease of real property, as provided by Utah Code Annotated §52-4-205

15. Adjournment

16. Recommence to Work Meeting (If Needed)

In accordance with the Americans with Disabilities Act, Herriman City will make reasonable accommodation for participation in the meeting.Request assistance by contacting Herriman City at (801) 446-5323 and provide at least 48 hours advance notice of the meeting.

ELECTRONIC PARTICIPATION: Members of the City Council may participate electronically via telephone, Skype, or other electronic means duringthis meeting.

PUBLIC COMMENT POLICY AND PROCEDURE: The purpose of public comment is to allow citizens to address items on the agenda. Citizensrequesting to address the Council will be asked to complete a written comment form and present it to Jackie Nostrom, City Recorder. In general, thechair will allow an individual two minutes to address the Council. A spokesperson, recognized as representing a group in attendance, may beallowed up to five minutes. At the conclusion of the citizen comment time, the chair may direct staff to assist the citizen on the issue presented;direct the citizen to the proper administrative department(s); or take no action. This policy also applies to all public hearings. Citizens may alsosubmit written requests (outlining their issue) for an item to be considered at a future council meeting. The chair may place the item on the agendaunder citizen comments; direct staff to assist the citizen; direct the citizen to the proper administrative departments; or take no action.

I, Jackie Nostrom, certify the foregoing agenda was emailed to at least one newspaper of general circulation within the geographic jurisdiction ofthe public body, at the principal office of the public body, on the Utah State Public Notice website www.utah.gov/pmn/index.html and on HerrimanCity’s website at www.herriman.org, Posted and dated this 8th day of August, 2019. /s/ Jackie Nostrom, City Recorder

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https://www.herriman.org/

S T A F F R E P O R T

DATE: 08/06/2019 TO: Herriman City Council FROM: Wendy Thomas, Director of Parks, Recreation and Events SUBJECT: Disc Golf Site Discussion

BACKGROUND: The Disc Golf Course was originally installed at Rosecrest Park in 2015. Several issues arose between the homeowners that bordered the disc golf course and disc golf players. Staff attempted to resolve the issues by moving tees and baskets, and encouraging players not to trespass onto private property, but were ultimately unsuccessful in being able to find resolution to all of the issues that were occurring. The disc golf course was removed by staff in August of 2018 per direction of the City Council. The Herriman Parks Department retained the baskets and stored them in the event that a new course could be installed at a different location. DISCUSSION: Enoch Hopkinson approached me on May 29, 2019 about a potential Eagle Scout project that would relocate the disc golf course to an area in the open space above Blackridge Reservoir. I had an initial meeting with Enoch on June 10, and we followed that meeting up with a meeting that included Park and GIS staff at the proposed site on July 11, 2019. GIS staff took his initial concept and laid it out in the proposed area keeping topography, trails and access in mind. Enoch will be in attendance to present his solution for the proposed location and receive any feedback.

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Herriman Disc Golf Course

Enoch Hopkinson’sEagle Project Proposal

6

Blackridge Course

1. City Council approval

2. Finalize course layout with wood stakes and

GIS department

3. Prepare basket mounts for anchoring to

surface rocks

4. Construct first tee box as example for

volunteers

5. Volunteer Day: Plan for at least 2

volunteers/tee box and 2/basket

6. Complete map and install at Blackridge Trails

Information Station

1. Away from private property/houses2. Less people than a park (safety)3. Established parking at Blackridge

Reservoir4. Unique and challenging terrain5. Minimal cost with existing baskets

Installation Plan

Fall 2019- Install first 9 holes as part of

2-3 Eagle Projects (basket mounts, tee-

boxes, signage).7

Rough course mapRed-tees

Yellow-baskets(Map provided by GIS Dept)

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DATE: August 8, 2019 TO: The Honorable Mayor and City Council FROM: Gordon Haight, Assistant City Manager SUBJECT: Discussion Relating to the Olympia Hills Project RECOMMENDATION: The City Council consider negotiating with the developer of the Olympia Hills project for annexation into Herriman. DISCUSSION: Olympia Hills has filed for zoning entitlements with Salt Lake County. The City’s current annexation declaration has the Olympia Hills area included as part of the future annexation into the City. The county is currently processing the enlistment applications. Attached to this staff report is the Olympia Hills application to Salt Lake County. While there is general concern regarding the density, overall number of units and the impact to the City infrastructure the City will have a greater opportunity to influence the plan if the City opts to annex the project into the City. ALTERNATIVES: If the City Council determines that the city is better off to let the project develop outside of the City, the City can attend the public hearings in attempt to influence the Olympia Hills project as it goes through the County process. FISCAL IMPACT: There will be significant fiscal impacts to the City regardless if the project develops within the City or outside the city. There would be offsetting revenues if the project were to be developed within the City.

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July 2, 2019

ELECTRONICALLY DELIVERED Hon. Jenny Wilson, Mayor Hon. Richard Snelgrove, Chair, Salt Lake County Council Hon. Shireen Ghorbani, Member, Salt Lake County Council Hon. Jim Bradley, Member, Salt Lake County Council Hon. Arlyn Bradshaw, Member, Salt Lake County Council Hon. Michael Jensen, Member, Salt Lake County Council Hon. Aimee Winder Newton, Member, Salt Lake County Council Hon. Ann Granato, Member, Salt Lake County Council Hon. Steve DeBry, Member, Salt Lake County Council Hon. Max Burdick, Member, Salt Lake County Council Dear Mayor Wilson, Chair Snelgrove and Members of the County Council:

Pursuant to Resolution No. 5577 of 2019 adopted by the Salt Lake County Council

(“Council”) on May 21, 2019 (“Council Resolution”) Olympia Land, LLC, (“Applicant”) is pleased to submit this revised application (“Application”) for the development of approximately 931.8 acres of land (“Olympia”) owned by The Last Holdout, LLC in the southwest corner of Salt Lake County. The MDA recognizes and addresses all of the matters raised in the Council Resolution and, in addition, other matters raised regarding Olympia at various public meetings and in other public forums. The Applicant recognizes that while it will never be possible to make everyone happy about any development of any property the comments have helped improve Olympia for all stakeholders. Specifically, the MDA has reduced the number of units proposed in Olympia by approximately 36%. This reduction in the number of units, as well as the focus of Olympia on creating a live/work/recreate community and the recently-announced Utah State University significantly mitigate the concerns previously expressed.

The Applicant stands ready to work with the Council and its professional staff, as well as with all other stakeholders including local governments, the Wasatch Front Regional Council, Silicon Slopes, UDOT, GOED, USU, the Jordan School District and other service providers to continue to refine and improve Olympia so that it can become the jewel of a development that will provide optimal benefits for everyone involved. Olympia Land has worked closely with USU regarding a centerpiece campus facility with numerous community amenities. Also, Olympia Land has worked with the Jordan School District regarding the possibly donation of other lands and the reservation/sale of additional 10

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properties. The Applicant, along with all other responsible governmental entities and non-

governmental organizations, recognizes that further growth is coming to the southwest corner of the Salt Lake Valley. The Applicant trusts that the County Mayor, the County Council and everyone else involved understands and agrees that master planned communities provide a better opportunity to manage the inevitable growth in a manner that optimizes the benefits to the community while mitigating over time and on a regional basis any potential adverse impacts. Responses to Specific Issues in the Council Resolution. The Master Development Agreement (“MDA”) (and the exhibits thereto, “Exhibits”) is intended to be submitted as a part of the process for the rezoning will address the issues raised in Section 5 of the Council Resolution as noted below. Of course, greater detail on these responses will be found in the Exhibits and the MDA.

a. Complete streets Response: The Exhibits will recognize that streets serve more roles in the community than just corridors for transportation. Street layout and design can be a force for promoting a sense of community. Careful, quality design and layout provide opportunities to influence transportation choices and, also, to beautify the community. Street designs in Olympia will include, where appropriate, provisions for encouraging alternative transportation modes such as mass transit on major corridors, bus stops, BRT lanes along with bicycle lanes and parking. Streets will be, where appropriate, landscaped (including both alongside the streets and, potentially, in medians). Sidewalks will be widely used and incorporated in the landscaping sometimes in association with trail connectivity.

b. Street Connectivity, with many options beyond collector streets including small streets and

smaller blocks, where streets connect versus collect

Response: As noted above, the Exhibits will recognize that various options encouraging neighborhoods requires multiple types of street design. Overly-wide streets are not appropriate in smaller neighborhoods for reasons including costs of maintenance, and snow-plowing as well as creating heat islands and increasing storm water runoff. Block sizes will take into account the type of development serviced by the various types of streets. The goals of the transportation system design will be to encourage the connections of residential neighborhoods with each other and with the commercial, institutional, recreational and other uses.

c. Plans for infrastructure and commitment for transportation, water and sewer Response: The Exhibits will illustrate the backbone infrastructure necessary for Olympia and will create a process for ensuring during reviews of individual development projects that backbone infrastructure is sufficient for future master planned uses. The MDA will provide for “trigger” mechanisms to appropriately deal with the timing of the backbone infrastructure as those systems are driven by the development of Olympia and by other projects in the area that impact the same systems.

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d. Minimum Open Space for Development 10%, with minimum Open Space and Common Area

(as both are defined in the P-C Zoning Ordinance) totaling 20% Response: The MDA will provide a mechanism to ensure that all future development plans will comply with the required amount of open space. These Open Space and Common Areas (and, also trails) will be phased based on the timing of the various projects. Importantly, the Open Space and Common Areas of Olympia will recognize the unique benefits of the USU campus which is presently contemplated to serve as a significant public gathering place with features such as recreational and cultural amenities and other similar features. The many features of the USU campus that will work towards meeting these mutual goals are illustrated in a publication by USU entitled Bastian Agricultural Center and dated June 20, 2019 that was circulated at the groundbreaking for the USU project on June 22, 2019.

e. Mix of housing types within neighborhoods, including for various ages and price points Response: One of the benefits of master-planned projects on larger parcels of property is the opportunity to create multiple types of housing. Actually, having different types of product available at all times helps absorption and, thus, cashflow. The Exhibits will provide examples of how different housing products will be integrated into neighborhoods and also in relation to surrounding commercial or other uses. Also, housing units of different sizes, types and price-points may be integrated into mixed use projects.

f. Mix of Housing options -with incentives for Affordable Housing and Rent/Buy Response: As noted above, appropriate mixing of housing product types benefits not only the community but the developer as well. The MDA will recognize that appropriately located projects will try to take maximum advantage of any incentives (such as the Olene Walker Fund and tax credits) to help make housing available at all income levels. Both rental and owned products will be provided in various locations as driven by the market.

g. Design standards in the following areas:

i. Community wide (place making, centers, parks, trails and street connectivity) Response: The Exhibits will include provisions for creating neighborhood and regional centers for activities to help foster a sense of place. Olympia intends to be a place with a “there, there”. As noted above and below, this will be assisted with street layout and with appropriate parks and trails.

ii. Site design (parking, building placement, walks, landscaping, lighting and signs) Response: As noted throughout this response, the MDA and the Exhibits will carefully consider all aspects of site design including the issues referenced above, as well as integrated transportation planning, to make Olympia a vibrant community with its own sense of place where people of all income and age ranges are proud to live, work and play.

iii. Architecture (basic massing, not uniform "cookie cutter", doors, percentage of glass, mixture

of architecture in residential and commercial construction)

Response: The Exhibits will provide design guidelines to avoid typical suburban-style uniform housing designs where every home looks like every other home. Olympia will have a high-quality bias and encourage creative housing alternatives. The commercial, office and other

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components will be held to a quality design standard so, again, standard suburban “strip” centers will be discouraged.

iv. Design that encourages communities - not neighborhoods Response: As noted elsewhere, all of the aspects of Olympia including street design, parks, landscaping, trails and architectural features will be integrated to encourage the creation of a common identity for the area.

v. Parking as a supportive element - not the central design Response: While parking is, at least for the near- medium-future, necessary to support all of the uses in Olympia, the Exhibits will provide that parking is not the driving force in a design, but instead, fulfills its appropriate role as a sort of necessary evil. The design of surfaced and structured parking will incorporate landscaping and also accommodate alternative transportation modalities such as ride-sharing, EV-charging and mass transit.

vi. Street parking Response: Street parking is appropriate in certain circumstances but not in others. Street parking will be carefully considered based on the types of uses and adjacent uses. Street parking will also consider the needs of bicycles and EVs.

vii. Sustainable and energy-efficient design features

Response: The Applicant recognizes that energy and water conservation features are positive selling points for all types of uses in Olympia. The MDA will encourage energy conservation by, among other things, ensuring that any design guidelines do not restrict, but instead promote design and construction elements such as solar panels, EV charging, xeriscaping and other similar features. Olympia hopes to coordinate the design and implementation of these important features with USU, the WFRC and other applicable governmental and non-governmental entities and service providers such as Rocky Mountain Power, Dominion Energy, and the South Valley Sewer District. The goal of Olympia is to be as high up the LEED scale as is reasonably possible.

viii. Design standards review committee Response: All design features will be reviewed prior to submission of plans to the County by a robust and empowered design review committee including appropriate stakeholder representation.

h. Work with UTA and UDOT on future road alignments for long-term population growth Response: The MDA will provide that the Applicant will cooperate not only with UTA and UDOT on such features as mass transit such as TRAX and BRT but will also cooperate with other governments in the area and the Wasatch Front Regional Council to minimize what are, by definition, regional issues caused by the overall growth in the south end of the Salt Lake Valley and the north end of Utah County with all developments and governments paying their fair share.

i. Multi-family residential areas clustered around Town Centers and Villages Response: “Density” will be “feathered” to have higher concentrations near more intense non-residential uses such as office and retail. Higher density housing may also be appropriate in 13

HERRIMAN BLVD.

SILVER SKY DRIVE

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NATURAL OPEN SPACE (OVERLAY) 24.62

OPEN SPACE (OVERLAY) 86.55

OVERLAYS

SYMBOL NOTES ACRES

SCHOOL

CHURCH

*CALCULATIONS FOR OPEN SPACE LAND-USE DISTRICT ARE INDEPENDENT FROM OPEN SPACE & COMMON AREAS INCLUDEDWITHIN OTHER LAND-USE DISTRICTS. GRAND TOTAL OF OPEN SPACE AND COMMON AREAS FOR THE SITE SHALL BE AMINIMUM OF 20%.

LAND USE TABLELAND-USE DISTRICT PLANNED PERMITTED

USESCONDITIONAL USES NUMBER OF DWELLING

UNITSHEIGHT LIMITS ACREAGE

NEIGHBORHOOD RESIDENTIAL (0-8DU/AC), PUBLIC,

CHURCHES, COMMONAREAS, OPEN SPACE

NONE 1081 UNITS 35 FT 359.93 AC

VILLAGE RESIDENTIAL (9-20DU/AC), PUBLIC,

CHURCHES, COMMONAREAS, OPEN SPACE

NONE 1795 UNITS 55 FT 233.46 AC

TOWN CENTER RESIDENTIAL (21+DU/AC), COMMERCIAL,MIXED, HEALTH-CARE,PUBLIC, CHURCHES,

DAY-CARE,INDUSTRIAL, COMMONAREAS, OPEN SPACE

NONE 3454 UNITS N/A 237.97 AC

INSTITUTIONALBUSINESS, RESEARCH,

OR EDUCATIONALCAMPUS

MIX OF USES, PUBLICFACILITIES, COMMONAREAS, OPEN SPACE

NONE N/A N/A 100 AC

OPEN SPACE* INDEPENDENT FROMOPEN SPACE

PROVIDED WITHINOTHER LAND USE

DISTRICTS

NONE N/A N/A 24.62 + 86.55 AC*(67%* OF REQUIRED)

TOTAL 6,330 UNITS 931.8 AC

Drawing number

N0. DESCRIPTION

Designed By:

yy/mm/day

REVISIONS

Drawn By:

Date:

Checked By:

CONSULTANTS

Drawing Title

Project No:

blu line designs

planning landscape architecture design

8719 S. Sandy Parkway

Sandy, UT 84070

p 801.913.7994

Stamp

--

--

07/02/2019

--

16-136

CLIENT

Olympia Land LLC

6150 S. Redwood Road #150

Taylorsville, UT 84123

p 801.205.5500

n0 500'250' 1,000' 2,000'

LAND USE PLAN

LP-101

19.69.030 - PERMITTED USES.

THE FOLLOWING USES MAY BE CONDUCTED IN ALL AREAS WITHIN THE

P-C ZONE:

· RESIDENTIAL USES OF ALL TYPES ON A RANGE OF LOT SIZES

INCLUDING: SINGLE FAMILY DETACHED; SINGLE FAMILY ATTACHED;

MULTIFAMILY RESIDENTIAL; TOWN HOMES; LOFT APARTMENTS;

RESIDENTIAL UNITS ABOVE GROUND FLOOR RETAIL, COMMERCIAL,

OR OFFICE USES; AND CONDOMINIUMS;

· RETAIL, SERVICE, OFFICE, HOTEL, RESTAURANT, ENTERTAINMENT,

AND ALL OTHER COMMERCIAL USES OF ANY TYPE;

· MIX OF PERMITTED USES (INCLUDING OFFICE/COMMERCIAL,

OFFICE/RESIDENTIAL, RETAIL/RESIDENTIAL) WITHIN INDIVIDUAL

STRUCTURES;

· HOME-BASED BUSINESSES FOLLOWING THE PROVISIONS

OF CHAPTER 19.85 OF THIS TITLE;

· HEALTH-CARE FACILITIES;

· PUBLIC FACILITIES, SUCH AS SCHOOLS, LIBRARIES, AND CIVIC

BUILDINGS;

· COMMON AREAS, SUCH AS PLAZAS, PLAYGROUNDS, AND TRAILS

· CHURCHES;

· DAY-CARE FACILITIES;

· OPEN SPACE, INCLUDING LANDSCAPED AREAS AND AREAS IN

NATURAL VEGETATION, GOLF COURSES, PARKS, RECREATIONAL

AREAS;

· AGRICULTURE;

· INDUSTRIAL AND MANUFACTURING USES; AND

· OTHER ACCESSORY USES WHICH ARE ANCILLARY TO, AND

DESIGNED TO SERVE, ANY OF THE FOREGOING USES.

(ORD. NO. 1823, § I, 10-31-17)

19.69.040 - CONDITIONAL USES.

THE APPROVED P-C ZONE PLAN OR COMMUNITY STRUCTURE PLAN MAY

INCLUDE PROVISIONS FOR SPECIFIC LAND USES IDENTIFIED AS

CONDITIONAL USES WITHIN A GIVEN DISTRICT, WHICH MAY INCLUDE USES

LISTED UNDER SECTION 19.69.030 OR ADDITIONAL USES. THE ADDITION

OF CONDITIONAL USES IN THE APPROVED P-C ZONE PLAN SHALL REQUIRE

THE APPROVAL OF THE COUNTY COUNCIL, WHICH APPROVAL MAY BE

ESTABLISHED BY DEVELOPMENT AGREEMENT. CONDITIONAL USES, IF

ANY, ARE SUBJECT TO REVIEW AND APPROVAL AS SET FORTH

IN CHAPTER 19.84 OF THIS TITLE. DESIGN STANDARDS FOR CONDITIONAL

USES SHALL BE INCLUDED WITH THE APPLICABLE PROJECT SPECIFIC

STANDARDS.

THE FOLLOWING USE MAY BE CONSIDERED CONDITIONAL:

· SHORT TERM NIGHTLY RENTAL

(ORD. NO. 1823, § I, 10-31-17)

Olym

pia H

ills

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Jenny Wilson Mayor

Catherine Kanter Deputy Mayor of Regional Operations

Scott Baird Department Director

Lupita McClenning Division Director

Brittany Allen Associate Division Director

Trent Sorensen Chief Building Official

Rezone Summary Public Body: Salt Lake County Council

Current Zone: A-2 Proposed Zone: P-C

Property Address: approximately 6300-8500 W. and 12400-13100 South

Planner: Curtis Woodward

Applicant Name: Doug Young on behalf of Olympia Development LLC

EXECUTIVE SUMMARY

This application is to rezone approximately 932 acres from A-2 (agricultural) to P-C (planned community) to

accommodate a planned community of 6330 residential units, along with commercial, offices, and an institutional

campus in the Southwest community of Salt Lake County.

The following represents a summary of the changes made from the original rezone request:

• The Neighborhood residential area has been reduced by 14.55 acres (from 374.48 to 359.93), with the

total number of residential units being reduced by 416 (from 1497 to 1081). This represents a 4%

reduction in area, and a 27.8% reduction in number of units.

• The Village residential area has been reduced by 15 acres (from 248.46 to 233.46) with the total number

of residential units being reduced by 690 (from 2485 to 1795). This represents a 6% reduction in area, and

a 27.8% reduction in the number of units.

• The Town Center area has been reduced by 14.55 acres (from 252.52 to 237.97) with the total number of

residential units being reduced by 1329 (from 4783 to 3454). This represents a 6% reduction in area, and a

27.8% reduction in the number of units.

• The institutional campus has been increased by 37.01 acres (from 62.09 to 100). This represents a 61%

increase in area.

• The open space shown on the plan remains the same (24.62 acres of natural open space, 86.55 acres of

developed open space; with the remaining acreage required to meet the 20% open space/common area

to be determined as individual phases are developed).

• Total number of residential units now proposed is 6330, which is a reduction of 2435, or 27.8%,

from the original proposal for 8765. (Reducing the density from 9.35 units per acre to 6.79).

The land use plan does not establish specific amounts (in square feet) of commercial, office, and other non-

residential space being proposed, which will most likely be addressed in the development agreement. The letter

submitted by the applicant states that they are willing to address the 14 points (“a” through “n”) of the Council’s

resolution, including exhibits as needed to illustrate specific design standards, in the development agreement. As

of the writing of this report, we have not received copies of the exhibits or of proposed development agreement

verbiage. We anticipate negotiating those issues with the developer as directed by the resolution prior to making

a full presentation to the Council for public hearing.

File # 30650

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1220 North 500 West, Ste. 202 Lehi, UT 84043 p 801.766.4343

www.halesengineering.com

MEMORANDUM

Date: July 2, 2019

To: Bruce Baird

From: Hales Engineering

Subject: Salt Lake County – Olympia TS UT19-1472

This memorandum discusses the study completed for the proposed Olympia development located

in southwest Salt Lake County.

Project Description

The proposed development will consist of a mix of single-family and multifamily residential,

commercial, and office lane uses, as well as schools, parks, hotels, and a university campus. It is

anticipated that the development will be built over the next 20 years.

The total land uses used in these analyses is as follows:

• Residential 6,330 Dwelling Units

• Commercial/Office 501,100 Sq. Ft. GLA

• Elementary Schools 1,850 Students

• Parks 88.8 Acres

• Hotels 250 Rooms

• College/University 2,000 Students

It was assumed that 10% of the project would be built out by 2025, 40% by 2030, 70% by 2035,

and 100% by 2040. This equates to a growth rate of approximately 210 dwelling units per year

until 2025, and 380 dwelling units per year between 2025 and 2040. It was assumed that the non-

residential land uses would grow proportionately with the residential land uses.

Trip Generation

Trip generation for the development was calculated using trip generation rates published in the

Institute of Transportation Engineers (ITE), Trip Generation, 10th Edition, 2017. A complete trip

generation table is presented in Appendix A.

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The total trip generation for the development is as follows:

• Daily Trips: 60,046

• Morning Peak Hour Trips: 3,192

• Evening Peak Hour Trips: 5,079

The residential growth rate is plotted along with the cumulative trip generation is shown in Figure

1.

Figure 1: Olympia Residential and Trip Growth

Scope

The study area was defined to include major existing intersections surrounding the proposed

development, as well as intersections that could reasonably be assumed to be created in the near

future. This study was scoped to evaluate the traffic operational performance impacts of the

project on the following intersections:

• Bacchus Highway / 11800 South

• 7300 West / 11800 South

• 6000 West / 11800 South

• 6000 West / Herriman Parkway

18

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• Anthem Park Boulevard / Herriman Parkway

• Main Street / Herriman Parkway

• Bacchus Highway / Herriman Highway

• 7300 West / Herriman Highway

• 6900 West / Herriman Highway

• 6400 West / Main Street

Analysis

Level of service (LOS) is a term that describes the operating performance of an intersection or

roadway. LOS is measured quantitatively and reported on a scale from A to F, with A representing

the best performance and F the worst. The Highway Capacity Manual (HCM), 6th Edition, 2016

methodology was used in this study to remain consistent with “state-of-the-practice” professional

standards. This methodology has different quantitative evaluations for signalized and

unsignalized intersections. For signalized and all-way stop intersections, the LOS is provided for

the overall intersection (weighted average of all approach delays). For all other unsignalized

intersections, LOS is reported based on the worst approach.

Using Synchro/SimTraffic software, which follow the HCM methodology, the peak hour LOS was

computed for each study intersection. Multiple runs of SimTraffic were used to provide a statistical

evaluation of the interaction between the intersections.

For the purposes of this study, a minimum acceptable intersection performance for each of the

study intersections was set at LOS D. If levels of service E or F conditions exist, an explanation

and/or mitigation measures will be presented. An LOS D threshold is consistent with “state-of-

the-practice” traffic engineering principles for urbanized areas.

Background and plus project conditions were analyzed for the years 2025, 2030, 2035, and 2040.

Background volumes were calculated using existing traffic data collected at several of the study

intersections combined with ADT projections from the Wasatch Front Regional Council (WFRC) /

Mountainland Association of Governments (MAG) travel demand model provided to Hales

Engineering by Horrocks Engineers. Peak period turning movement counts were estimated using

National Cooperative Highway Research Program (NCHRP) 255 methodologies which utilize

existing peak period turn volumes and future average weekday daily traffic (AWDT) volumes to

project the future turn volumes at the major intersections. Background conditions represent traffic

conditions that will exist without the construction of the proposed project and can be used as a

baseline for evaluating the impacts to the transportation network created by project generated

traffic.

Project traffic was assigned to the roadway network based on the type of trip and the proximity of

project access points to major streets, high population densities, and regional trip attractions.

19

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These project generated trips were added to the background volumes at each intersection to

represent plus project conditions, or conditions including the traffic generated by the proposed

project.

The LOS and average delay for each intersection movement was calculated for each intersection,

along with the intersection LOS, for each analysis scenario. These results are summarized in the

table in Appendix B. Detailed LOS results are included in Appendix C.

Below is a summary of the results of each analysis for each study intersection:

Bacchus Highway / 11800 South • 2025 Background – LOS F

o Recommendations:

Traffic Signal

Northbound Right-Turn Lane

• 2025 Plus Project – LOS B

o Recommendations: None

• 2030 Background – LOS B






• 2035 Plus Project – LOS C


• 2040 Background – LOS C




7300 West / 11800 South • 2025 Background – LOS F

o Recommendations:

Traffic Signal

• 2025 Plus Project – LOS D






20

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• 2035 Background – LOS D

o Assumed Five-lane Cross Section on 7300 West


• 2035 Plus Project – LOS F

o Recommendations:

Five-lane Cross Section on 11800 South

• 2040 Background – LOS F

o Recommendations:

Dual Left-turn Lanes on Westbound Approach


o Recommendations:

Seven-Lane Cross Section on 7300 West

Innovative Intersection

6000 West / 11800 South • 2025 Background – LOS B





o Assumed Five-lane Cross Section on 11800 South







o Recommendations:

Permissive/Protected Left-turn Phasing on East- and Westbound

Approaches

Extend Westbound Left-turn Storage

Seven-lane Cross Section on 11800 South

• 2040 Background – LOS E

o Recommendations:

Permissive/Protected Left-turn Phasing on East- and Westbound

Approaches

Seven-lane Cross Section on 11800 South


• Recommendations:

o Dual Left-turn Lanes on Eastbound Approach

21

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o Innovative Intersection

6000 West / Herriman Parkway • 2025 Background – LOS B














• 2040 Plus Project – LOS E

o Recommendations:

Five-lane Cross Section on Herriman Parkway

Anthem Park Boulevard / Herriman Parkway • 2025 Background – LOS B
















22

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Main Street / Herriman Parkway • 2025 Background – LOS F

o Recommendations:

Dual Left-turn Lanes on Westbound Approach














o Recommendations:

Innovative Intersection

Bacchus Highway / Herriman Highway • 2025 Background – LOS A


• 2025 Plus Project – LOS A


• 2030 Background – LOS A


• 2030 Plus Project – LOS A


• 2035 Background – LOS A








23

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7300 West / Herriman Highway • 2025 Background – LOS B







o Recommendations:

Traffic Signal

• 2035 Background – LOS F

o Recommendations:

Traffic Signal







6900 West / Herriman Highway • 2025 Background – LOS F

o Recommendations:

Traffic Signal










o Recommendations:

Five-lane Cross Section on Herriman Highway





24

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6400 West / Main Street • 2025 Background – LOS F

o Recommendations:

Traffic Signal










o Recommendations:

Five-lane Cross Section on Herriman Highway

• 2040 Background – LOS E

o Recommendations:

Dual Left-turn Lanes on Northbound Approach



25

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APPENDIX A Trip Generation

26

Weekday Daily Number of Unit Trip % % Trips Trips Mixed-Use Transit Pass-by Net Trips Net Trips Total Daily

Land Use1

Units Type Generation Entering Exiting Entering Exiting Internal Capture Reduction Reduction Entering Exiting Trips

1 Single-Family Detached Housing (210) 81 Dwelling Units 858 50% 50% 429 429 20% 0% 0% 343 343 686

1 Multifamily Housing (Low-Rise) (220) 142 Dwelling Units 1,034 50% 50% 517 517 20% 0% 0% 414 414 828

2 Public Park (411) 10.54 Acres 10 50% 50% 5 5 90% 0% 0% 1 1 2


3 Multifamily Housing (Low-Rise) (220) 25 Dwelling Units 150 50% 50% 75 75 20% 0% 0% 60 60 120




6 Elementary School (520) 925 Students 1,750 50% 50% 875 875 80% 0% 0% 175 175 350






11 Multifamily Housing (Low-Rise) (220) 226 Dwelling Units 1,668 50% 50% 834 834 20% 0% 0% 667 667 1,334



14 Shopping Center (820) [fitted curve equation] 45.2 1,000 Sq. Ft. GLA 3,504 50% 50% 1,752 1,752 50% 5% 20% 666 666 1,332



16 Shopping Center (820) [fitted curve equation] 97 1,000 Sq. Ft. GLA 5,890 50% 50% 2,945 2,945 50% 5% 20% 1,119 1,119 2,238






19 Shopping Center (820) [fitted curve equation] 101.6 1,000 Sq. Ft. GLA 6,078 50% 50% 3,039 3,039 50% 5% 20% 1,155 1,155 2,310




21 Shopping Center (820) [fitted curve equation] 72 1,000 Sq. Ft. GLA 4,810 50% 50% 2,405 2,405 50% 5% 20% 914 914 1,828












29 College/University (550) 2000 Students 4,870 50% 50% 2,435 2,435 15% 20% 0% 1,656 1,656 3,312

29a Public Park (411) 12.82 Acres 10 50% 50% 5 5 90% 0% 0% 1 1 2














40 Single-Family Detached Housing (210) 182 Dwelling Units 1,804 50% 50% 902 902 20% 0% 0% 722 722 1,444






44 Multifamily Housing (Low-Rise) (220) 451 Dwelling Units 3,370 50% 50% 1,685 1,685 20% 0% 0% 1,348 1,348 2,696


46 Single-Family Detached Housing (210) 112 Dwelling Units 1,156 50% 50% 578 578 20% 0% 0% 462 462 924


47 Elementary School (520) 925 Students 1,750 50% 50% 875 875 80% 0% 0% 175 175 350










53 Multifamily Housing (Low-Rise) (220) 445 Dwelling Units 3,324 50% 50% 1,662 1,662 20% 0% 0% 1,330 1,330 2,660




















66 Hotel (310) 125 Rooms 986 50% 50% 493 493 10% 0% 0% 444 444 888











73 Hotel (310) 125 Rooms 986 50% 50% 493 493 10% 0% 0% 444 444 888

Project Total Daily Trips 48,186 48,186 30,023 30,023 60,046

Appendix A

Salt Lake County - Project Olympia

Trip Generation

27

A.M. Peak Hour Number of Unit Trip % % Trips Trips Mixed-Use Transit Pass-by Net Trips Net Trips Total a.m.

Land Use1










6 Elementary School (520) 925 Students 620 54% 46% 335 285 80% 0% 0% 67 57 124









14 Shopping Center (820) [fitted curve equation] 45.2 1,000 Sq. Ft. GLA 176 62% 38% 109 67 50% 5% 20% 41 25 66



16 Shopping Center (820) [fitted curve equation] 97 1,000 Sq. Ft. GLA 202 62% 38% 125 77 50% 5% 20% 48 29 77






















29 College/University (550) 2000 Students 300 78% 22% 234 66 15% 20% 0% 159 45 204























































66 Hotel (310) 125 Rooms 58 59% 41% 34 24 10% 0% 0% 31 22 53











73 Hotel (310) 125 Rooms 58 59% 41% 34 24 10% 0% 0% 31 22 53

Project Total a.m. Peak Hour Trips 2,695 3,925 1,353 2,559 3,912

28

P.M. Peak Hour Number of Unit Trip % % Trips Trips Mixed-Use Transit Pass-by Net Trips Net Trips Total p.m.

Land Use1












































29 College/University (550) 2000 Students 300 32% 68% 96 204 15% 20% 0% 65 139 204























































66 Hotel (310) 125 Rooms 72 51% 49% 37 35 10% 0% 0% 33 32 65











73 Hotel (310) 125 Rooms 72 51% 49% 37 35 10% 0% 0% 33 32 65

Project Total p.m. Peak Hour Trips 8,218 4,612 3,609 2,974 2,105 5,079

1. Land Use Code from the Institute of Transportation Engineers Trip Generation Manual (10th Edition - 2017)

SOURCE: Hales Engineering, June 2019 29

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APPENDIX B LOS Results Table

30

LOS1

Dela

y1

Ove

rall1

LOS1

Dela

y1

Ove

rall1

LOS1

Dela

y1

Ove

rall1

LOS1

Dela

y1

Ove

rall1

LOS1

Dela

y1

Ove

rall1

LOS1

Dela

y1

Ove

rall1

LOS1

Dela

y1

Ove

rall1

LOS1

Dela

y1

Ove

rall1

LOS1

Dela

y1

Ove

rall1

LOS1

Dela

y1

Ove

rall1

LOS1

Dela

y1

Ove

rall1

NBT B 18.3 B 18.2 B 11.0 B 12.0 B 12.5 B 14.2 B 17.0 B 18.5 C 22.2 C 31.3 C 34.6

NBR A 9.9 A 9.8 A 7.3 A 7.9 A 7.8 A 9.7 B 15.2 B 10.8 B 14.5 B 19.3 C 21.2

SBL B 16.1 B 17.0 B 16.1 B 18.4 B 18.1 C 23.3 C 23.5 C 33.7 D 38.2 E 61.3 E 71.5

SBT A 3.8 A 4.4 A 6.2 A 7.3 A 7.4 A 8.0 A 8.6 B 10.5 B 10.4 B 13.8 B 14.9

WBL D 40.9 C 32.7 D 42.5 D 41.9 D 44.0 E 69.3 E 75.9 E 64.7 E 76.0 F >80 D 42.9

WBR A 7.2 A 6.3 A 9.1 B 10.1 A 10.0 B 18.9 C 25.5 B 12.1 D 36.8 C 26.0 B 12.7

NBL E 64.0 F >80 D 38.2 D 43.0 D 40.8 D 37.5 E 56.6 D 39.4 D 35.8 D 38.2 C 34.9

NBT C 21.3 C 25.6 C 25.7 C 34.4 C 33.0 C 31.8 D 42.9 D 35.2 C 33.7 C 34.5 D 38.1

NBR B 16.6 C 20.8 B 10.5 B 14.9 B 15.0 B 12.7 C 22.1 B 15.6 B 15.2 B 15.3 B 16.5

SBL D 35.4 D 50.1 C 28.3 D 46.1 D 39.7 D 38.2 F >80 D 43.2 D 54.9 F >80 F >80

SBT C 32.4 D 41.7 C 23.1 C 34.1 C 32.6 C 31.7 F >80 C 32 D 41.0 F >80 D 36.4

SBR C 27.6 D 41.4 A 8.5 B 13.7 B 12.7 B 13.8 F >80 B 15.4 C 25.5 F >80 B 15.0

EBL D 38.1 D 35.7 D 40.0 D 43.5 D 39.1 D 44.7 F >80 C 34.5 F >80 D 54.8 C 31.8

EBT D 37.1 C 33.8 D 48.8 E 70.4 E 68.2 E 67.3 F >80 D 53.5 F >80 F >80 E 74.5

EBR C 29.9 C 26.6 B 16.4 C 30.2 C 25.9 C 32.9 F >80 C 30.1 E 73.3 E 66.5 C 23.0

WBL F >80 F >80 D 47.8 F >80 F 80.5 E 64.0 F >80 F >80 F >80 F >80 E 66.3

WBT D 45.2 D 47.9 D 45.6 E 70.1 D 54.8 D 40.3 F >80 D 36.7 D 50.8 F >80 D 35.3

WBR C 28.8 D 40.2 A 8.1 D 39.3 C 30.8 B 12.1 F >80 A 9 B 13.6 E 58.3 B 10.9

NBL D 50.2 D 49.9 D 51.5 F >80 F >80 D 46.0 E 56.4 D 54.0 D 47.5 E 65.6 D 44.8

NBT A 7.1 A 8.3 D 37.1 E 72.0 D 54.8 A 5.3 A 7.2 A 7.6 D 42.6 D 50.6 D 38.8

NBR A 6.4 A 7.3 B 17.5 D 47.4 D 37.4 C 24.2 C 26.6 C 23.1 C 30.3 D 37.2 B 13.2

SBL D 54.2 D 50.8 D 43.9 E 55.8 D 54.4 E 58.4 E 56.9 E 60.9 D 45.4 D 44.3 D 49.1

SBT D 42.6 D 45.3 D 37.1 D 44.7 D 52.1 D 47.3 D 51.2 D 51.0 D 44.8 D 44.5 D 48.2

SBR A 6.3 A 6.6 A 7.3 B 17.2 B 15.7 B 12.2 D 39.2 B 15.1 B 18.4 C 23.7 C 36.9

EBL B 16.8 C 22.8 C 25.5 F >80 F >80 E 57.4 F >80 D 37.7 F >80 F >80 F >80

EBT B 14.3 B 18.5 B 11.7 B 11.8 B 17.8 B 15.3 F >80 B 16.6 F >80 F >80 F >80

EBR A 9.7 B 14.0 A 4.7 A 6.7 B 12.0 A 9.1 E 78.8 A 6.6 E 76.7 F >80 F >80

WBL F >80 F >80 F >80 F >80 F >80 F >80 F >80 D 50.3 D 46.3 F >80 F >80

WBT A 5.0 A 6.2 A 8.7 B 12.0 B 11.2 A 7.6 F >80 B 16.0 C 27.8 C 34.7 C 29.2

WBR A 2.1 A 2.9 A 3.8 A 7.1 A 6.6 A 4.4 F >80 A 7.9 B 15.5 C 22.3 C 23.3

NBL D 35.6 D 37.1 D 49.1 E 63.1 E 64.0 D 51.1 F >80 F >80 E 72.2 F >80 D 53.7

NBT C 30.8 C 32.0 C 34.6 D 39.0 D 38.5 D 47.4 D 47.5 D 47.3 D 43.0 D 48.1 D 37

NBR A 3.7 A 4.5 A 4.6 A 6.8 A 6.8 A 5.0 B 10.4 B 10.2 A 5.9 B 16.8 B 12

SBL D 35.9 D 37.9 D 42.3 D 49.2 D 47.5 D 44.7 E 73.7 E 65.6 D 43.1 F >80 D 51.4

SBT C 24.4 C 26.1 D 40.2 D 49.8 D 47.3 A 8.6 D 37.1 D 41.9 D 46.8 F >80 D 53.7

SBR B 15.3 B 17.3 C 24.9 C 35.0 C 33.5 B 15.9 D 48.3 E 59.5 C 33.1 F >80 D 43

EBL B 12.8 B 13.4 C 21.8 C 25.5 C 26.1 B 19.6 C 28.0 C 30.0 C 23.7 D 51 C 22.7

EBT B 17.9 B 17.9 B 13.6 B 12.9 B 13.5 A 7.2 B 10.2 B 10.6 A 6.8 B 15.3 B 18.9

EBR A 3.6 A 4.3 A 3.7 A 4.2 A 4.4 A 2.2 A 3.7 A 3.6 A 2.9 A 7.4 A 6.9

WBL B 17.1 B 18.6 B 17.0 C 23.3 C 24.9 B 15.5 C 29.0 C 28.5 B 17.9 E 55.7 C 34

WBT B 12.3 B 13.8 B 12.4 B 14.5 B 15.0 B 11.0 B 15.3 B 17.0 B 11.8 D 40.5 B 11.8

WBR A 3.6 A 4.0 A 3.8 A 4.7 A 4.4 A 4.0 A 4.4 A 4.9 A 4.2 A 7.5 A 7.5

NBL C 32.7 C 32.1 D 44.4 D 36.6 D 36.2 D 43.8 D 48.5 D 49.6 D 43.9 D 42.0 D 41.8

NBT C 22.9 C 24.4 D 43.6 D 47.1 D 44.7 D 48.2 D 48.7 D 50.3 D 51.1 D 51.1 D 51.1

NBR A 4.9 A 4.7 A 6.7 A 8.3 A 8.6 A 7.5 B 10.4 B 10.5 A 8.6 B 16.2 B 13.8

SBL C 29.6 C 31.7 D 44.5 D 44.6 D 45.0 D 48.2 E 73.0 E 56.4 D 49.8 F >80 F >80

SBT C 23.1 C 24.5 D 35.9 D 40.2 D 39.5 D 36.6 E 62.0 D 48.0 D 39.3 F >80 F >80

SBR A 4.0 A 4.7 A 7.0 A 10.0 B 10.1 A 8.6 B 11.4 B 11.8 B 10.3 B 16.7 B 19.1

EBL C 26.9 C 18.5 C 20.1 C 26.9 C 28.7 C 21.3 C 27.4 C 27.6 C 22.2 D 41.9 D 40.0

EBT B 19.1 B 18.0 B 12.7 B 13.9 B 13.0 B 13.5 B 12.9 B 13.6 B 13.2 B 15.3 B 16.3

EBR B 11.1 B 12.5 A 7.9 B 10.5 A 9.8 A 9.3 B 11.0 B 12.0 A 9.8 B 12.7 B 13.7

WBL C 27.2 C 26.1 B 19.6 C 24.6 C 26.8 C 21.9 C 26.8 C 28.9 C 22.4 C 32.8 C 31.7

WBT B 17.0 B 17.5 B 16.7 B 18.9 B 18.9 B 19.6 B 17.7 B 18.8 B 19.7 B 17.2 B 16.5

WBR B 11.2 B 11.7 B 10.2 B 12.4 B 13.2 B 12.5 B 12.1 B 12.9 B 13.7 B 12.0 B 14.1

NBL D 46.7 D 49.1 D 43.2 D 45.3 D 44.4 D 43.3 D 42.3 D 45.0 D 45.8 D 50.5 E 60.1

NBR A 5.3 A 5.6 A 6.8 A 9.7 A 9.6 A 7.0 B 12.3 B 12.6 A 9.6 C 21.0 D 44.6

EBT C 32.4 C 31.6 D 37.7 D 53.1 D 51.3 D 37.9 F >80 F >80 F >80 F >80 E 66.6

EBR B 16.5 B 15.6 C 24.5 D 36.8 D 37.9 C 33.2 F >80 F >80 E 61.9 F >80 E 56.4

WBL C 29.0 C 30.3 D 45.6 E 64.3 E 63.6 E 59.9 E 65.1 E 64.7 E 63.5 F >80 E 73.3

WBT A 7.9 A 8.6 B 14.2 C 22.3 C 22.5 C 22.1 C 22.5 C 22.7 C 22.4 C 27.4 C 22.3

NBL A 8.4 A 8.8 B 10.7 B 10.1 B 12.5 B 12.0 C 16.2 B 12.8 C 16.4 C 23.9 C 20.2

NBR A 4.6 A 4.5 A 6.9 A 5.7 A 6.8 A 6.5 A 7.0 A 7.0 A 8.3 B 10.7 A 9.8

SBL A 1.8 A 1.7 A 2.1 A 2.1 A 2.3 A 2.4 A 2.5 A 2.5 A 2.8 A 2.9 A 2.9

SBT A 1.2 A 1.2 A 1.5 A 1.5 A 1.6 A 1.7 A 1.8 A 1.8 A 2.0 A 2.1 A 2

SBR A 1.2 A 1.2 A 1.4 A 1.4 A 1.5 A 1.5 A 1.7 A 1.7 A 2.1 A 2.0 A 2.3

WBL A 2.6 A 3.8 A 4.0 A 4.6 A 4.5 A 4.7 A 5.3 A 4.9 A 5.5 A 7.0 A 6.2

WBR A 1.4 A 1.6 A 1.9 A 1.9 A 2.3 A 1.9 A 2.0 A 2.1 A 2.1 A 2.6 A 2.6

NBL C 23.4 C 23.3 D 28.9 F >50 E 62.8 D 38.0 F >80 E 71.9 D 38.9 D 41.0 D 49.3

NBR C 15.2 C 21.8 C 21.3 F >50 E 66.2 C 25.8 F >80 F >80 C 24.7 E 55.1 E 63.9

SBL D 27.4 E 37.5 F >50 F >50 D 46.5 D 39.4 F >80 D 44.8 D 43.1 E 76.9 E 68.8

SBT A 2.9 A 3.1 A 2.7 E 38.2 A 3.6 A 2.9 A 9.3 A 4.1 A 2.8 D 45.4 D 41.2

EBT A 2.6 A 2.8 A 3.0 A 3.1 C 26.9 D 48.6 F >80 E 71.1 E 77.1 D 35.3 D 36.1

EBR A 1.8 A 1.8 A 2.0 A 1.8 A 7.1 B 19.7 D 47.5 D 38.8 D 43.9 A 9.8 B 10.1

WBL A 6.1 A 6.5 A 7.3 A 8.5 F >80 E 60.2 F >80 F >80 F >80 F >80 F >80

WBT A 1.7 A 1.8 A 1.8 A 2.2 D 40.3 B 17.1 C 30.9 C 21.2 E 58.9 B 12.4 B 11.9

WBR A 1.9 A 1.9 A 1.8 A 2.4 C 28.5 A 9.7 C 22.6 A 5.2 D 48.5 A 5.6 A 5.5

NBL D 37.5 D 38.4 D 40.3 D 43.7 D 39.2 D 48.2 D 46.7 C 31.0 E 69.0 C 34.2 C 35.0

NBT C 29.0 C 29.8 C 32.6 C 32.7 C 32.2 D 37.1 D 39.7 C 24.2 D 43.5 C 28.4 C 28.0

NBR A 7.4 A 9.7 B 10.4 B 13.5 B 15.7 B 17.9 C 33.5 B 11.7 C 21.5 B 18.6 B 18.0

SBL D 44.9 D 46.4 D 51.8 E 73.9 E 79.1 E 79.7 F >80 D 44.4 F >80 E 68.5 F >80

SBT C 28.5 C 27.7 C 33.5 D 41.6 D 41.0 D 39.5 F >80 C 24.8 F >80 C 34.8 D 45.0

SBR A 9.3 A 9.5 A 8.0 C 21.1 C 24.4 B 14.1 F >80 B 11.8 F >80 C 27.3 D 35.5

EBT C 22.2 C 21.5 C 21.5 C 22.5 B 19.2 B 12.9 E 66.3 B 17.2 A 9.9 B 18 B 19.2

EBR A 8.2 A 7.8 A 9.0 A 9.2 A 9.2 A 6.5 D 45.3 A 6.1 A 5.4 A 9.3 A 9.8

WBL C 30.8 D 37.8 D 36.0 D 48.1 E 56.3 D 43.1 E 78.5 E 55.6 F >80 E 79.2 E 74.7

WBT B 16.9 B 16.5 B 15.3 C 23.4 C 23.3 B 15.6 D 37.1 C 20.1 E 56.6 C 20.7 C 20.3

WBR A 8.2 A 8.8 A 8.5 B 14.7 B 14.6 A 9.6 C 29.0 B 10.9 D 43.6 B 15.5 B 15.0

NBL D 36.9 D 37.9 C 30.9 D 41.9 D 47.3 D 42.7 F >80 E 58.9 E 55.7 E 73.8 E 57.9

NBT C 32.1 C 30.1 C 23.1 C 26.5 C 30.0 C 24.9 F >80 D 39.6 C 29.5 D 36.2 C 27.4

NBR A 5.1 A 6.3 A 5.3 A 8.9 B 15.7 A 9.3 F >80 C 27.1 A 5.1 B 12.1 A 7.3

SBL C 34.7 C 34.9 C 27.5 C 27.6 C 28.7 C 25.4 C 32.5 C 23.9 C 32.3 C 33.2 C 31.8

SBT C 28.0 C 24.1 B 19.3 C 20.9 C 22.3 C 20.2 C 26.5 B 18.9 D 46.5 D 46.7 D 46.7

SBR A 9.7 A 9.7 A 7.3 B 12.0 B 12.4 B 10.9 B 19.2 A 6.7 B 10.7 C 28.9 C 29.5

EBL C 26.6 C 32.5 D 36.1 E 75.4 F >80 F >80 F >80 F >80 D 51.7 E 68.8 E 72.7

EBT B 11.6 B 12.3 B 17.4 B 18.3 C 21.0 C 22.6 F >80 C 22.6 C 21.3 C 24.5 C 26.4

EBR A 6.7 A 7.0 A 9.1 B 10.2 B 12.3 B 12.5 E 79.6 B 18.0 B 12.9 C 34.9 D 38.9

WBL D 43.2 E 63.1 F >80 F >80 F >80 F >80 F >80 F >80 C 31.8 D 37.3 D 36.6

WBT B 16.7 C 21.0 C 25.8 C 32.1 D 36.3 C 27.0 C 34.3 C 27.1 C 33.5 D 37.4 D 37.5

WBR A 5.2 A 8.0 A 8.3 B 12.1 B 16.5 A 7.2 B 32.7 A 6.2 B 12.0 B 11.4 B 11.3

-

-

-

D (

37

.2)

-

-

Innovative

Intersection

C (

17

.3)

/ N

B

-

-

D (

40

.6)

-

EB Dual LT

Lanes

E (

57

.5)

-

5-Lane Herriman

Parkway

D (

35

.2)

C (

24

.0)

-

-

F (

>8

0.0

)

-

5-Lane Herriman

Highway

Plus Project

C (

31

.5)

-

-

F (

>8

0.0

)

-

7-Lane 7300 W,

Innovative

Intersection

F (

>8

0.0

)

-

-

F (

>8

0.0

)

-

5-Lane Herriman

Highway

F (

>8

0.0

)

-

-

B (

10

.5)

/ N

B

-

-

D (

52

.7)

-

-

-

C (

25

.3)

-

-

D (

51

.9)

-

Plus Project

C (

21

.7)

-

-

F (

>8

0.0

)

-

5-Lane 11800 S

F (

>8

0.0

)

-

F (

>5

0.0

) /

NB

-

Traffic Signal

C (

28

.8)

-

-

-

C (

22

.5)

-

-

D (

39

.6)

-

-

-C

(3

3.7

)

-

-

B (

19

.8)

-

C (

22

.1)

-

-

C (

21

.1)

Plus Project

B (

13

.9)

-

-

D (

46

.4)

B (

19

.4)

-

A (

6.3

) /

NB

-

-

C (

22

.7)

/ N

B

D (

41

.9)

C (

33

.0)

B (

20

.0)

C (

22

.2)

D (

38

.9)

B (

14

.1)

-

-

D (

49

.2)

-

-

-

- - -

C (

27

.6)

E (

66

.2)

F (

>8

0.0

)

B (

15

.8)

B (

15

.9)

Appendix B

LOS Results Summary

Mov

emen

t

B (

14

.4)

Source: Hales Engineering, July 2019

Salt Lake County - Olympia Traffic Study

-

B (

18

.8)

A (

9.0

) /

NB

C (

29

.6)

1. Delay is reported in average seconds per vehicle. Overal LOS and delay values represent the overall intersection average for roundabout, signalized, all-way stop controlled intersections and the worst approach for all other unsignalized intersections.

-

- -

Traffic Signal - -

Traffic Signal,

NB RT Lane

B (

14

.6)

C (

21

.2)

C (

28

.0)

D (

46

.9)

B (

12

.8)

- -

C (

29

.1)

D (

37

.7)

D (

41

.7)

D (

54

.6)

C (

24

.7)

E/W LT Phasing,

Extend WB LT

Storage, 7-Lane

11800 S

Innovative

Intersection

C (

22

.0)

-

-

B (

16

.9)

C (

22

.5)

B (

15

.7)

E/W LT Phasing,

Extend WB LT

Storage, 7-Lane

11800 S

B (

19

.6)

C (

34

.2)

B (

19

.0)

C (

28

)

D (

35

.4)

D (

50

.4)

D (

44

.0)

D (

52

.7)

B (

18

.9)

C (

23

.3)

-

D (

41

.2)

D (

37

.8)

A (

6.1

) /

NB

A (

8.3

) /

NB

A (

8.5

) /

NB

A (

9.2

) /

NB

B (

12

.1)

/ N

B

-

- -

C (

22

.9)

C (

22

.3)

C (

20

.7)

D (

51

.5)

B (

14

.7)

/ N

B

C (

16

.5)

/ N

B

C (

22

.5)

/ N

B

C (

21

.7)

D (

39

.6)

C (

25

.8)

C (

29

.3)

D (

38

.7)

B (

18

.2)

C (

22

.2)

C (

26

.5)

C (

33

.2)

C (

33

.5)

C (

27

.6)

C (

22

.3)

C (

21

.4)

C (

22

.9)

C (

23

.7)

-

-

-

-

B (

16

.9)

B (

12

.3)

7300 West /

11800 South

6000 West /

11800 South

6000 West /

Herriman Parkway

Anthem Park Boulevard /

Herriman Parkway

WB Dual LT

Lanes

- - -

- -

Main Street /

Herriman Parkway

C (

21

.6)

B (

17

.8)

B (

18

.8)

D (

42

.4)

-

Recommended Mitigation -

Notes -

Bacchus Highway /

Herriman Highway

7300 West /

Herriman Highway

6900 West /

Herriman Highway

6400 West /

Main Street

Recommended Mitigation

1




Notes

Plus Project Mitigated Background

Intersection

Notes - - -

Bacchus Highway /

11800 South

B (

14

.8)

Plus ProjectBackground

2025

Background Plus Project Mitigated

2030

Background Plus Project Mitigated

2035 2040

Notes - - - 5-Lane 7300 W

- -

-

Notes - 5-Lane 11800 S - - - - -

-

-- - -

- - - - - --

Notes - - - -

-

B (

19

.3)

- - -

- - - - - - --

NotesWB Dual LT

Lanes- - - -- - -

Recommended Mitigation - - - -- - - -

- - - - - -

A (

7.5

) /

NB

-

-

Recommended Mitigation - - - - --

Notes - - - - -- - -

Recommended Mitigation - - - Traffic Signal - - -

Notes - - - - - - -

Recommended Mitigation Traffic Signal - - - - - -

Notes Traffic Signal - - - -- - -

Recommended Mitigation - - - - -NB Dual LT

Lanes-

8

9

10

2

3

4

5

6

7

31

SL County - Olympia Traffic Study Intersections

11800 South

Herriman Parkway

7300

Wes

t

7300

Wes

t

7900

Wes

t

6900

Wes

t

6400

Wes

t

6000

Wes

t

Anth

em P

ark

Boul

evar

d

13400 South

10

98

7

6

54

321

32

of 12



APPENDIX D Detailed LOS Results

33

SimTraffic LOS Report

Project: Salt Lake County - Olympia TSAnalysis Period: Future (2025) BackgroundTime Period: Evening Peak Hour Project #: UT19-1472

Intersection: Bacchus Highway & 11800 SouthType: Unsignalized

Avg % Avg LOSL 130 86 66 308.4 FT 0 0 0R 55 38 69 189.4 F

Subtotal 185 124 67 271.9 FT 400 293 73 254.2 FR 235 170 72 246.6 F

Subtotal 635 463 73 251.4 FL 110 74 67 344.1 FT 310 266 86 44.5 E

Subtotal 420 340 81 109.7 F

Total 1,240 927 75 211.6 F

Intersection: 7300 West & 11800 SouthType: Unsignalized

Avg % Avg LOSL 25 20 80 11.4 BT 335 297 89 6.4 AR 80 71 89 5.1 A

Subtotal 440 388 88 6.4 AL 135 138 102 10.5 BT 835 826 99 7.9 AR 20 22 111 6.9 A

Subtotal 990 986 100 8.2 AL 45 22 49 267.0 FT 206 105 51 617.0 FR 95 50 53 601.9 F

Subtotal 346 177 51 569.2 FL 155 118 76 461.7 FT 140 128 91 181.4 FR 55 51 93 168.6 F

Subtotal 350 297 85 290.6 FTotal 2,125 1,848 87 121.3 F

Volume Served Delay/Veh (sec)

NB

SB

EB

WB

NE

SW

Approach MovementDemand Volume



NW

34



Intersection: 6000 West & 11800 SouthType: Signalized

Avg % Avg LOSL 40 38 94 51.9 DT 144 142 98 7.0 AR 50 48 96 6.9 A

Subtotal 234 228 97 14.5 BL 65 67 103 51.3 DT 20 21 106 45.7 DR 40 38 94 6.5 A

Subtotal 125 126 101 36.9 DL 75 74 99 16.8 BT 990 984 99 13.7 BR 165 166 101 9.6 A

Subtotal 1,230 1,224 100 13.3 BL 85 83 98 67.7 ET 495 499 101 5.2 AR 40 40 99 2.4 A

Subtotal 620 622 100 13.4 BTotal 2,210 2,200 100 14.8 B

Intersection: 6000 West & Herriman ParkwayType: Signalized

Avg % Avg LOSL 25 26 104 37.8 DT 45 45 101 31.2 CR 75 80 107 4.0 A

Subtotal 145 151 104 17.9 BL 80 79 99 35.6 DT 100 98 98 25.5 CR 90 92 102 16.0 B

Subtotal 270 269 100 25.2 CL 55 56 102 11.7 BT 130 128 99 18.4 BR 65 66 101 3.9 A

Subtotal 250 250 100 13.1 BL 270 258 96 20.0 BT 230 220 96 15.3 BR 135 129 96 4.0 A



NB

SB

EB

WB

SB

EB

WB




NB

35



Intersection: Anthem Park Boulevard & Herriman ParkwayType: Signalized

Avg % Avg LOSL 50 48 96 31.6 CT 135 135 100 21.6 CR 60 59 98 4.5 A

Subtotal 245 242 99 19.4 BL 145 143 98 29.2 CT 250 242 97 22.7 CR 155 163 105 4.3 A

Subtotal 550 548 100 18.9 BL 70 66 95 28.9 CT 220 218 99 19.0 BR 35 39 111 12.9 B

Subtotal 325 323 99 20.3 CL 90 81 90 24.5 CT 480 442 92 18.3 BR 105 92 88 12.8 B


Intersection: Main Street & Herriman ParkwayType: Signalized

Avg % Avg LOSL 15 13 88 44.8 DR 690 701 102 4.4 A

Subtotal 705 714 101 5.1 AT 351 342 98 39.0 DR 75 78 104 9.1 A

Subtotal 426 420 99 33.4 CL 1,150 1,006 87 182.2 FT 660 600 91 43.2 D

Subtotal 1,810 1,606 89 130.3 F

Total 2,940 2,740 93 85.2 F


NB

EB

WB

SB

EB

WB




NB

36



Intersection: Butterfield Canyon Road & Herriman Highway & Bacchus HighwayType: Unsignalized

Avg % Avg LOSL 10 11 107 7.0 AR 15 14 95 4.6 A

Subtotal 25 25 100 5.7 AL 20 17 86 2.9 AT 0 0 0R 110 91 83 1.3 A

Subtotal 130 108 83 1.6 AL 290 235 81 1.6 AT 136 111 82 1.0 AR 15 11 75 1.1 A

Subtotal 441 357 81 1.4 A

Total 595 490 82 1.6 A

Intersection: 7300 West & Herriman HighwayType: Unsignalized

Avg % Avg LOSL 40 40 99 18.3 CR 225 227 101 14.0 B

Subtotal 265 267 101 14.6 BL 110 102 93 20.1 CT 974 892 92 2.9 A

Subtotal 1,084 994 92 4.7 AT 286 246 86 2.5 AR 60 53 88 1.5 A


Subtotal 670 528 79 3.1 ATotal 2,366 2,088 88 5.3 A


NB

SB

EB

WB

WB

SE




NB

37




Avg % Avg LOSL 110 82 75 377.0 FT 180 127 71 392.2 FR 10 8 78 299.3 F


Subtotal 320 241 75 492.5 FT 555 516 93 3.1 AR 65 61 93 2.3 A


Subtotal 805 650 81 3.4 ATotal 2,045 1,685 82 141.8 F

Intersection: 6400 West & Main StreetType: Unsignalized



Subtotal 115 93 81 336.3 FL 15 13 88 13.5 BT 391 355 91 8.0 AR 325 284 87 6.0 A

Subtotal 731 652 89 7.2 AL 125 130 104 20.0 CT 580 572 99 15.3 CR 100 99 99 13.0 B

Subtotal 805 801 100 15.8 CTotal 1,980 1,657 84 118.2 F


NB

SB

EB

WB

SB

EB

WB




NB

38

Salt Lake County - Olympia TS Evening Peak HourFuture (2025) Background 06/25/2019

Hales Engineering 801.766.43431220 North 500 West, Ste. 202 Lehi, UT 84043 Page 1

1: Bacchus Highway & 11800 South Performance by movement Interval #1 5:00

Movement NWL NWR NET NER SWL SWT AllDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0Denied Del/Veh (s) 0.0 0.0 0.4 0.4 0.0 0.0 0.2Total Delay (hr) 0.3 0.0 0.3 0.1 0.1 0.0 0.8Total Del/Veh (s) 32.8 5.7 10.5 6.2 8.7 1.2 9.4Vehicles Entered 31 9 92 55 26 74 287Vehicles Exited 30 9 93 56 26 74 288Hourly Exit Rate 120 36 372 224 104 296 1152Input Volume 125 53 385 226 106 299 1194% of Volume 96 68 97 99 98 99 96





39




Movement NWL NWT NWR NET NER SWL SWT AllDenied Delay (hr) 0.0 0.0 0.0 4.7 2.4 0.0 0.0 7.1Denied Del/Veh (s) 0.0 0.0 164.2 155.2 0.0 0.0 94.9Total Delay (hr) 7.3 0.0 2.0 15.5 9.1 6.7 2.9 43.5Total Del/Veh (s) 527.6 447.5 435.4 436.9 587.7 180.7 424.5Vehicles Entered 29 0 11 68 40 19 51 218Vehicles Exited 15 0 6 58 34 12 41 166Hourly Exit Rate 60 0 24 232 136 48 164 664Input Volume 125 0 53 385 226 106 299 1194% of Volume 48 45 60 60 45 55 56

1: Bacchus Highway & 11800 South Performance by movement Entire Run

Movement NWL NWT NWR NET NER SWL SWT AllDenied Delay (hr) 0.0 0.0 0.0 5.2 2.7 0.0 0.0 7.9Denied Del/Veh (s) 0.0 0.0 47.5 43.9 0.0 0.0 24.4Total Delay (hr) 10.4 0.0 2.5 25.6 14.5 9.9 3.5 66.4Total Del/Veh (s) 308.4 189.4 254.2 246.6 344.1 44.5 211.6Vehicles Entered 119 0 47 358 207 103 281 1115Vehicles Exited 86 0 38 293 170 74 266 927Hourly Exit Rate 86 0 38 293 170 74 266 927Input Volume 130 0 55 400 235 110 310 1240% of Volume 66 0 69 73 72 67 86 75

2: 7300 West & 11800 South Performance by movement Interval #1 5:00

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Denied Del/Veh (s) 0.0 0.0 0.0 0.5 2.0 1.7 0.3 0.2 0.2 0.8 0.9 1.2Total Delay (hr) 0.3 4.5 2.2 2.2 0.7 0.2 0.0 0.1 0.0 0.1 0.5 0.0Total Del/Veh (s) 139.1 331.8 326.8 186.5 65.6 44.4 14.4 6.4 4.5 9.6 7.4 6.9Vehicles Entered 8 37 20 36 33 14 4 73 18 33 199 5Vehicles Exited 7 27 13 29 30 12 4 75 18 32 202 5Hourly Exit Rate 28 108 52 116 120 48 16 300 72 128 808 20Input Volume 43 198 91 149 135 53 24 323 77 130 804 19% of Volume 65 55 57 78 89 91 67 93 94 98 100 105


Movement AllDenied Delay (hr) 0.1Denied Del/Veh (s) 0.7Total Delay (hr) 10.8Total Del/Veh (s) 71.8Vehicles Entered 480Vehicles Exited 454Hourly Exit Rate 1816Input Volume 2046% of Volume 89

40











41







2: 7300 West & 11800 South Performance by movement Entire Run




42











43











44







6: 6000 West & Herriman Parkway Performance by movement Interval #1 5:00




45











46







6: 6000 West & Herriman Parkway Performance by movement Entire Run




47



7: Anthem Park Boulevard & Herriman Parkway Performance by movement Interval #1 5:00








48











49



7: Anthem Park Boulevard & Herriman Parkway Performance by movement Entire Run




8: Main Street & Herriman Parkway Performance by movement Interval #1 5:00

Movement EBT EBR WBL WBT NBL NBR AllDenied Delay (hr) 0.0 0.0 0.6 0.3 0.0 0.0 0.9Denied Del/Veh (s) 0.0 0.0 8.4 6.6 2.7 0.1 4.8Total Delay (hr) 0.9 0.0 9.7 1.2 0.0 0.2 12.0Total Del/Veh (s) 37.7 8.5 111.1 24.9 37.5 3.8 56.4Vehicles Entered 83 18 269 158 4 173 705Vehicles Exited 77 18 261 157 4 174 691Hourly Exit Rate 308 72 1044 628 16 696 2764Input Volume 338 72 1107 636 14 664 2831% of Volume 91 100 94 99 114 105 98

50









51



8: Main Street & Herriman Parkway Performance by movement Entire Run


9: Butterfield Canyon Road & Herriman Highway & Bacchus Highway Performance by movement Interval

Movement WBL WBR NBL NBR SEL SET SER AllDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1Total Del/Veh (s) 2.2 1.2 6.6 4.9 1.4 1.0 1.0 1.5Vehicles Entered 5 21 3 3 66 31 4 133Vehicles Exited 5 21 3 3 66 31 4 133Hourly Exit Rate 20 84 12 12 264 124 16 532Input Volume 19 106 10 14 279 131 14 573% of Volume 105 79 120 86 95 95 114 93



52




Movement WBL WBT WBR NBL NBR SEL SET SER AllDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1Total Del/Veh (s) 3.8 1.1 11.1 4.1 1.7 1.1 0.8 1.7Vehicles Entered 4 0 23 2 4 64 29 3 129Vehicles Exited 4 0 23 2 4 64 30 3 130Hourly Exit Rate 16 0 92 8 16 256 120 12 520Input Volume 22 1 122 11 17 322 149 17 661% of Volume 73 0 75 73 94 80 81 71 79


Movement WBL WBT WBR NBL NBR SEL SET SER AllDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Del/Veh (s) 3.4 1.4 5.3 2.9 1.6 1.2 1.0 1.8Vehicles Entered 4 0 23 4 4 37 17 2 91Vehicles Exited 4 0 24 4 3 38 17 1 91Hourly Exit Rate 16 0 96 16 12 152 68 4 364Input Volume 19 0 106 10 14 279 131 14 573% of Volume 84 91 160 86 54 52 29 64

9: Butterfield Canyon Road & Herriman Highway & Bacchus Highway Performance by movement Entire R


53



11: 7300 West & Herriman Highway Performance by movement Interval #1 5:00

Movement EBT EBR WBL WBT WBR NBL NBR SBL SBT AllDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0Total Delay (hr) 0.0 0.0 0.1 0.0 0.0 0.0 0.2 0.1 0.2 0.7Total Del/Veh (s) 2.4 1.5 4.9 1.2 1.4 13.8 11.9 20.0 2.9 4.9Vehicles Entered 65 14 64 28 39 8 52 25 221 516Vehicles Exited 66 14 63 28 39 8 53 25 222 518Hourly Exit Rate 264 56 252 112 156 32 212 100 888 2072Input Volume 275 58 308 144 193 39 217 106 938 2278% of Volume 96 97 82 78 81 82 98 94 95 91





54





11: 7300 West & Herriman Highway Performance by movement Entire Run



Movement EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR AllDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.0 0.3Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 14.9 13.3 14.0 0.3 0.3 1.1 2.3Total Delay (hr) 0.1 0.0 0.0 0.1 0.0 1.9 2.9 0.1 1.9 1.8 0.1 8.8Total Del/Veh (s) 3.0 2.0 6.4 3.2 2.8 208.4 213.9 173.4 158.6 158.3 114.1 66.0Vehicles Entered 127 16 2 103 47 27 40 2 36 36 2 438Vehicles Exited 127 16 2 104 47 22 34 2 30 31 2 417Hourly Exit Rate 508 64 8 416 188 88 136 8 120 124 8 1668Input Volume 534 63 14 525 236 106 173 10 159 135 14 1969% of Volume 95 102 57 79 80 83 79 80 75 92 57 85

55









56





13: 6400 West & Main Street Performance by movement Interval #1 5:00




57











58







13: 6400 West & Main Street Performance by movement Entire Run




59



Total Zone Performance By Interval

Interval Start 5:00 5:15 5:30 5:45 AllDenied Delay (hr) 2.9 19.1 56.3 105.7 184.1Denied Del/Veh (s) 4.2 27.0 67.3 133.2 63.6Total Delay (hr) 55.3 81.6 121.8 156.2 415.0Total Del/Veh (s) 95.8 135.4 177.7 232.5 224.5Vehicles Entered 2455 2431 2672 2356 9912Vehicles Exited 1392 1385 1462 1343 5578Hourly Exit Rate 5568 5540 5848 5372 5578Input Volume 46191 46191 53298 46191 47968% of Volume 12 12 11 12 12

60



Intersection: 1: Bacchus Highway & 11800 South, Interval #1

Movement NW NW NE SWDirections Served L R TR LMaximum Queue (ft) 126 42 97 70Average Queue (ft) 68 21 41 3595th Queue (ft) 133 47 111 76Link Distance (ft) 1109 5212Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 150 375Storage Blk Time (%) 2Queuing Penalty (veh) 1


Movement NW NW NE SW SWDirections Served L R TR L TMaximum Queue (ft) 156 83 503 102 20Average Queue (ft) 83 36 169 50 395th Queue (ft) 195 111 714 123 42Link Distance (ft) 1109 5212 986Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 150 375Storage Blk Time (%) 7Queuing Penalty (veh) 4


Movement NW NW NE SW SW B32Directions Served L R TR L T TMaximum Queue (ft) 542 198 2192 438 586 116Average Queue (ft) 273 69 1362 275 236 2695th Queue (ft) 573 213 2804 545 792 218Link Distance (ft) 1109 5212 986 2807Upstream Blk Time (%) 7Queuing Penalty (veh) 0Storage Bay Dist (ft) 150 375Storage Blk Time (%) 62 1 30 5Queuing Penalty (veh) 38 1 102 6

61




Movement NW NW B30 NE SW SW B32Directions Served L R T TR L T TMaximum Queue (ft) 1111 229 165 2613 524 1069 927Average Queue (ft) 882 59 67 2457 506 837 49095th Queue (ft) 1283 233 376 3154 565 1421 1476Link Distance (ft) 1109 775 5212 986 2807Upstream Blk Time (%) 25 1 57Queuing Penalty (veh) 44 2 0Storage Bay Dist (ft) 150 375Storage Blk Time (%) 100 0 97 3Queuing Penalty (veh) 53 0 289 3

Intersection: 1: Bacchus Highway & 11800 South, All Intervals

Movement NW NW B30 NE SW SW B32Directions Served L R T TR L T TMaximum Queue (ft) 1111 275 165 2616 524 1069 927Average Queue (ft) 327 46 17 1007 217 269 12995th Queue (ft) 931 170 178 2837 565 963 738Link Distance (ft) 1109 775 5212 986 2807Upstream Blk Time (%) 6 0 16Queuing Penalty (veh) 11 1 0Storage Bay Dist (ft) 150 375Storage Blk Time (%) 43 0 32 2Queuing Penalty (veh) 24 0 98 2

Intersection: 2: 7300 West & 11800 South, Interval #1

Movement EB EB B30 WB WB NB NB SB SBDirections Served L TR T L TR L TR L TRMaximum Queue (ft) 798 474 420 334 258 32 14 65 14Average Queue (ft) 640 453 140 246 127 10 4 32 295th Queue (ft) 1116 626 467 419 282 33 17 66 17Link Distance (ft) 775 1109 6513 3838Upstream Blk Time (%) 49Queuing Penalty (veh) 161Storage Bay Dist (ft) 200 200 200 200Storage Blk Time (%) 90 52 8Queuing Penalty (veh) 39 98 12

62




Movement EB EB B30 WB WB NB NB SB SBDirections Served L TR T L TR L TR L TRMaximum Queue (ft) 840 500 964 578 362 35 18 62 10Average Queue (ft) 782 488 756 397 203 10 3 33 195th Queue (ft) 1140 557 1360 761 485 38 17 65 13Link Distance (ft) 775 1109 6513 3838Upstream Blk Time (%) 90 19Queuing Penalty (veh) 299 61Storage Bay Dist (ft) 200 200 200 200Storage Blk Time (%) 100 81 9Queuing Penalty (veh) 43 153 13





63



Intersection: 2: 7300 West & 11800 South, All Intervals



Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T R L T T R L T R L TMaximum Queue (ft) 216 236 147 99 70 89 22 61 40 46 95 42Average Queue (ft) 64 165 46 57 30 41 4 32 14 26 43 1395th Queue (ft) 247 270 145 115 69 92 20 72 43 52 95 41Link Distance (ft) 2972 2972 4055 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 70 70 170 100 90 90 115Storage Blk Time (%) 1 13 0 1 0 1 0 1Queuing Penalty (veh) 10 9 0 1 0 1 0 0


Movement SBDirections Served RMaximum Queue (ft) 30Average Queue (ft) 1495th Queue (ft) 34Link Distance (ft)Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 115Storage Blk Time (%)Queuing Penalty (veh)

64







65







66







67




Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T R L T T R L T R L TMaximum Queue (ft) 495 250 160 174 135 110 35 84 61 69 110 58Average Queue (ft) 111 184 52 70 35 42 5 35 18 27 53 1595th Queue (ft) 363 291 153 148 91 92 21 74 50 54 99 45Link Distance (ft) 2972 2972 4055 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 70 70 170 100 90 90 115Storage Blk Time (%) 1 15 0 2 0 1 0 0 0Queuing Penalty (veh) 9 12 0 6 0 0 0 0 0



Intersection: 6: 6000 West & Herriman Parkway, Interval #1

Movement EB EB EB EB WB WB WB NB NB NB SB SBDirections Served L T T R L T R L T R L TRMaximum Queue (ft) 58 55 88 50 161 90 46 41 54 40 85 125Average Queue (ft) 21 18 41 23 78 41 21 17 22 21 50 7195th Queue (ft) 52 57 83 54 149 89 49 45 55 47 100 141Link Distance (ft) 2446 2446 4055Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 225 160 200 110 110 115Storage Blk Time (%) 0 0 2Queuing Penalty (veh) 1 1 2

68




Movement EB EB EB EB WB WB WB NB NB NB SB SBDirections Served L T T R L T R L T R L TRMaximum Queue (ft) 51 47 75 40 134 108 39 52 59 45 79 135Average Queue (ft) 23 19 42 21 75 50 18 21 25 24 45 6795th Queue (ft) 54 53 89 46 141 112 41 55 61 46 85 140Link Distance (ft) 2446 2446 4055Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 225 160 200 110 110 115Storage Blk Time (%) 0 3Queuing Penalty (veh) 0 3


Movement EB EB EB EB WB WB WB NB NB NB SB SBDirections Served L T T R L T R L T R L TRMaximum Queue (ft) 58 76 88 46 155 148 41 50 64 49 110 137Average Queue (ft) 25 27 44 24 82 61 19 22 28 22 59 8195th Queue (ft) 61 72 92 53 158 141 43 53 69 51 121 166Link Distance (ft) 2446 2446 4055Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 225 160 200 110 110 115Storage Blk Time (%) 1 0 0 2 4Queuing Penalty (veh) 1 0 0 3 3


Movement EB EB EB EB WB WB WB NB NB NB SB SBDirections Served L T T R L T R L T R L TRMaximum Queue (ft) 65 50 68 48 139 124 46 50 67 42 81 121Average Queue (ft) 29 24 36 24 84 54 20 17 30 21 44 6595th Queue (ft) 67 58 76 56 149 129 49 50 75 43 87 127Link Distance (ft) 2446 2446 4055Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 225 160 200 110 110 115Storage Blk Time (%) 0 0 0 0 0 2Queuing Penalty (veh) 1 0 0 0 0 2

69



Intersection: 6: 6000 West & Herriman Parkway, All Intervals

Movement EB EB EB EB WB WB WB NB NB NB SB SBDirections Served L T T R L T R L T R L TRMaximum Queue (ft) 76 85 107 68 198 179 57 70 86 58 125 166Average Queue (ft) 25 22 41 23 80 52 19 19 26 22 50 7195th Queue (ft) 59 61 85 52 149 120 46 51 66 47 100 144Link Distance (ft) 2446 2446 4055Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 225 160 200 110 110 115Storage Blk Time (%) 0 0 0 0 0 1 3Queuing Penalty (veh) 0 1 0 0 0 1 2

Intersection: 7: Anthem Park Boulevard & Herriman Parkway, Interval #1

Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T TR L T TR L T R L T RMaximum Queue (ft) 73 85 92 84 154 136 70 97 40 117 153 60Average Queue (ft) 37 37 56 46 97 83 29 54 21 60 96 3795th Queue (ft) 78 89 98 88 155 141 71 104 48 120 173 64Link Distance (ft) 2446 2446 1566 1566 2922 1414 1414Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 105 95 95 90Storage Blk Time (%) 0 1 1 7 0 3 4 12Queuing Penalty (veh) 0 0 2 6 1 3 10 16


Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T TR L T TR L T R L T RMaximum Queue (ft) 53 76 96 116 178 151 65 100 46 140 190 69Average Queue (ft) 27 34 49 44 102 85 29 56 23 78 112 4195th Queue (ft) 59 77 103 114 189 163 68 105 51 142 184 72Link Distance (ft) 2446 2446 1566 1566 2922 1414 1414Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 105 95 95 90Storage Blk Time (%) 0 1 10 0 2 10 13Queuing Penalty (veh) 0 2 9 1 2 23 19

70







Intersection: 7: Anthem Park Boulevard & Herriman Parkway, All Intervals


71



Intersection: 8: Main Street & Herriman Parkway, Interval #1

Movement EB EB EB WB WB WB NB NB NBDirections Served T T R L T T L R RMaximum Queue (ft) 131 146 60 600 1714 1611 39 118 92Average Queue (ft) 80 92 35 590 1331 1193 10 72 3995th Queue (ft) 141 153 64 662 2295 2230 36 127 96Link Distance (ft) 2184 2184 2085 2085Upstream Blk Time (%) 13 4Queuing Penalty (veh) 0 0Storage Bay Dist (ft) 95 300 105Storage Blk Time (%) 16 0 42 1Queuing Penalty (veh) 11 0 133 0





72





Intersection: 8: Main Street & Herriman Parkway, All Intervals


Intersection: 9: Butterfield Canyon Road & Herriman Highway & Bacchus Highway, Interval #1

Movement WB NB SEDirections Served LR LR LRMaximum Queue (ft) 24 34 5Average Queue (ft) 4 16 195th Queue (ft) 25 41 8Link Distance (ft) 968 959 660Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)

73






Movement WB NBDirections Served LR LRMaximum Queue (ft) 34 35Average Queue (ft) 6 1695th Queue (ft) 31 43Link Distance (ft) 968 959Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)



74



Intersection: 9: Butterfield Canyon Road & Herriman Highway & Bacchus Highway, All Intervals


Intersection: 11: 7300 West & Herriman Highway, Interval #1

Movement EB WB NB NB SBDirections Served R L L TR LMaximum Queue (ft) 5 85 42 109 90Average Queue (ft) 1 41 21 66 4595th Queue (ft) 6 80 48 107 88Link Distance (ft) 4759Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 0 1 1Queuing Penalty (veh) 1 1 0


Movement EB EB WB NB NB SBDirections Served T R L L TR LMaximum Queue (ft) 2 4 92 51 115 85Average Queue (ft) 0 1 42 27 69 5195th Queue (ft) 3 6 91 59 113 92Link Distance (ft) 891 4759Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 1 2 1Queuing Penalty (veh) 2 1 0

75




Movement EB EB WB NB NB SBDirections Served T R L L TR LMaximum Queue (ft) 2 8 87 49 141 91Average Queue (ft) 0 1 44 28 80 4995th Queue (ft) 3 10 92 59 136 90Link Distance (ft) 891 4759Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 0 3 1Queuing Penalty (veh) 1 1 0


Movement EB WB NB NB SBDirections Served R L L TR LMaximum Queue (ft) 8 74 59 116 76Average Queue (ft) 1 31 28 71 4395th Queue (ft) 10 74 60 121 77Link Distance (ft) 4759Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 0 0 2 0Queuing Penalty (veh) 1 0 1 0

Intersection: 11: 7300 West & Herriman Highway, All Intervals

Movement EB EB WB NB NB SBDirections Served T R L L TR LMaximum Queue (ft) 3 16 109 66 147 116Average Queue (ft) 0 1 39 26 72 4795th Queue (ft) 2 8 85 57 120 87Link Distance (ft) 891 4759Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 0 0 2 1Queuing Penalty (veh) 1 0 1 0

76




Movement EB EB WB WB NB NB SB SBDirections Served T R L R LT R LT RMaximum Queue (ft) 5 9 21 20 603 154 580 153Average Queue (ft) 1 1 4 4 491 33 411 4495th Queue (ft) 7 8 18 19 847 171 688 199Link Distance (ft) 1716 1848Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 88 93Queuing Penalty (veh) 9 13


Movement EB EB WB WB WB NB NB SB SBDirections Served T R L T R LT R LT RMaximum Queue (ft) 5 9 26 3 19 716 225 1004 250Average Queue (ft) 1 1 5 0 4 662 54 791 10495th Queue (ft) 8 9 23 6 22 834 223 1240 307Link Distance (ft) 1716 1708 1848Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 100 100Queuing Penalty (veh) 10 14


Movement EB WB WB NB NB SB SBDirections Served R L R LT R LT RMaximum Queue (ft) 12 26 33 724 200 1640 225Average Queue (ft) 2 6 8 707 58 1361 7195th Queue (ft) 15 25 32 724 230 1975 258Link Distance (ft) 1848Upstream Blk Time (%) 20Queuing Penalty (veh) 0Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 100 100Queuing Penalty (veh) 11 17

77




Movement EB EB WB WB WB NB NB SB SBDirections Served T R L T R LT R LT RMaximum Queue (ft) 2 6 18 2 22 728 250 1828 200Average Queue (ft) 0 1 5 0 5 708 79 1742 8295th Queue (ft) 0 8 22 4 23 726 270 2115 276Link Distance (ft) 1716 1708 1848Upstream Blk Time (%) 63Queuing Penalty (veh) 0Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 100 100Queuing Penalty (veh) 10 14


Movement EB EB WB WB WB NB NB SB SBDirections Served T R L T R LT R LT RMaximum Queue (ft) 10 21 31 5 44 739 250 1828 250Average Queue (ft) 0 1 5 0 5 642 56 1076 7595th Queue (ft) 5 11 22 4 24 888 227 2031 264Link Distance (ft) 1716 1708 1848Upstream Blk Time (%) 21Queuing Penalty (veh) 0Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 97 98Queuing Penalty (veh) 10 15

Intersection: 13: 6400 West & Main Street, Interval #1

Movement EB WB NB SBDirections Served LTR LTR LTR LTRMaximum Queue (ft) 60 326 992 225Average Queue (ft) 14 160 794 13195th Queue (ft) 55 349 1215 277Link Distance (ft) 1807Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)

78









79



Intersection: 13: 6400 West & Main Street, All Intervals


Intersection: 32: Bend, Interval #1

MovementDirections ServedMaximum Queue (ft)Average Queue (ft)95th Queue (ft)Link Distance (ft)Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)


Movement NBDirections Served TMaximum Queue (ft) 214Average Queue (ft) 4695th Queue (ft) 403Link Distance (ft) 986Upstream Blk Time (%) 0Queuing Penalty (veh) 1Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)

80







Intersection: 32: Bend, All Intervals


Zone SummaryZone wide Queuing Penalty, Interval #1: 541Zone wide Queuing Penalty, Interval #2: 832Zone wide Queuing Penalty, Interval #3: 1418Zone wide Queuing Penalty, Interval #4: 1547Zone wide Queuing Penalty, All Intervals: 1084

81


Project: Salt Lake County - Olympia TSAnalysis Period: Future (2025) Background MitigatedTime Period: Evening Peak Hour Project #: UT19-1472

Intersection: Bacchus Highway & 11800 SouthType: Signalized


Subtotal 185 182 98 31.1 CT 400 408 102 18.3 BR 235 238 101 9.9 A

Subtotal 635 646 102 15.2 BL 110 109 99 16.1 BT 310 317 102 3.8 A

Subtotal 420 426 101 6.9 A

Total 1,240 1,254 101 14.8 B


Avg % Avg LOSL 25 24 96 64.0 ET 335 338 101 21.3 CR 80 84 105 16.6 B

Subtotal 440 446 101 22.7 CL 135 133 99 35.4 DT 835 832 100 32.4 CR 20 21 106 27.6 C

Subtotal 990 986 100 32.7 CL 45 42 94 38.1 DT 206 205 100 37.1 DR 95 102 108 29.9 C

Subtotal 346 349 101 35.1 DL 155 148 96 177.5 FT 140 137 98 45.2 DR 55 59 107 28.8 C

Subtotal 350 344 98 99.3 FTotal 2,125 2,125 100 42.4 D


NB

SB

EB

WB

NE

SW




NW

82






Subtotal 125 130 104 36.6 DL 75 74 99 16.8 BT 990 1,009 102 14.3 BR 165 163 99 9.7 A

Subtotal 1,230 1,246 101 13.8 BL 85 90 106 84.6 FT 495 506 102 5.0 AR 40 42 104 2.1 A









NB

SB

EB

WB

SB

EB

WB




NB

83





Subtotal 245 245 100 20.3 CL 145 146 101 29.6 CT 250 250 100 23.1 CR 155 155 100 4.0 A





Avg % Avg LOSL 15 14 95 46.7 DR 690 702 102 5.3 A

Subtotal 705 716 102 6.1 AT 351 351 100 32.4 CR 75 73 98 16.5 B

Subtotal 426 424 100 29.7 CL 1,150 1,162 101 29.0 CT 660 649 98 7.9 A

Subtotal 1,810 1,811 100 21.4 C

Total 2,940 2,951 100 19.0 B


NB

EB

WB

SB

EB

WB




NB

84




Avg % Avg LOSL 10 11 107 8.4 AR 15 16 108 4.6 A

Subtotal 25 27 108 6.1 AL 20 20 101 2.6 AT 0 0 0R 110 107 97 1.4 A


Subtotal 441 449 102 1.6 A

Total 595 603 101 1.8 A


Avg % Avg LOSL 40 41 102 23.4 CR 225 222 99 15.2 C

Subtotal 265 263 99 16.5 CL 110 108 98 27.4 DT 974 976 100 2.9 A

Subtotal 1,084 1,084 100 5.3 AT 286 293 103 2.6 AR 60 57 95 1.8 A




NB

SB

EB

WB

WB

SE




NB

85



Intersection: 6900 West & Herriman HighwayType: Signalized


Subtotal 300 311 104 31.4 CL 165 164 99 44.9 DT 140 149 106 28.5 CR 15 16 108 9.3 A

Subtotal 320 329 103 35.7 DT 555 554 100 22.2 CR 65 67 103 8.2 A

Subtotal 620 621 100 20.7 CL 15 16 108 30.8 CT 545 540 99 16.9 BR 245 244 100 8.2 A

Subtotal 805 800 99 14.5 BTotal 2,045 2,061 101 22.3 C

Intersection: 6400 West & Main StreetType: Signalized




Subtotal 731 727 99 9.9 AL 125 120 96 43.2 DT 580 576 99 16.7 BR 100 103 103 5.2 A



NB

SB

EB

WB

SB

EB

WB




NB

86

Salt Lake County - Olympia TS Evening Peak HourFuture (2025) Background Mitigated 07/01/2019







Movement NWL NWT NWR NET NER SWL SWT AllDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Denied Del/Veh (s) 0.0 0.0 0.0 0.6 0.5 0.0 0.0 0.3Total Delay (hr) 0.4 0.0 0.0 0.7 0.3 0.2 0.1 1.7Total Del/Veh (s) 41.2 1.2 6.8 22.3 12.6 17.8 3.3 16.6Vehicles Entered 37 1 14 114 68 33 85 352Vehicles Exited 31 1 13 112 69 33 86 345Hourly Exit Rate 124 4 52 448 276 132 344 1380Input Volume 144 1 61 444 261 122 344 1377% of Volume 86 400 85 101 106 108 100 100

87




Movement NWL NWT NWR NET NER SWL SWT AllDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Denied Del/Veh (s) 0.0 0.0 0.5 0.4 0.0 0.0 0.2Total Delay (hr) 0.3 0.0 0.0 0.5 0.1 0.1 0.1 1.1Total Del/Veh (s) 31.6 6.6 16.0 8.3 13.8 4.3 13.1Vehicles Entered 32 0 10 96 57 24 76 295Vehicles Exited 36 0 12 97 58 24 76 303Hourly Exit Rate 144 0 48 388 232 96 304 1212Input Volume 125 0 53 385 226 106 299 1194% of Volume 115 91 101 103 91 102 102







88











89











90











91











92











93











94











95











96











97









98









99









100









101









102









103









104









105











106











107





108









109








Movement EB EB WB WB NB NB SB SBDirections Served L TR L TR L TR L TRMaximum Queue (ft) 95 236 250 147 65 224 150 464Average Queue (ft) 40 156 165 99 27 120 69 32195th Queue (ft) 98 245 322 164 70 234 170 497Link Distance (ft) 775 6513 3838Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 200 200 200Storage Blk Time (%) 0 4 16 1 20Queuing Penalty (veh) 0 2 30 0 26

110




Movement EB EB WB WB NB NB SB SBDirections Served L TR L TR L TR L TRMaximum Queue (ft) 77 240 279 181 55 251 238 486Average Queue (ft) 26 144 182 106 23 159 97 32895th Queue (ft) 76 248 335 193 63 274 247 521Link Distance (ft) 775 6513 3838Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 200 200 200Storage Blk Time (%) 0 5 22 1 4 20Queuing Penalty (veh) 0 2 41 2 1 26


Movement EB EB WB WB NB NB SB SBDirections Served L TR L TR L TR L TRMaximum Queue (ft) 114 273 410 256 61 240 359 661Average Queue (ft) 47 192 261 150 28 147 145 41295th Queue (ft) 115 277 491 326 73 256 403 717Link Distance (ft) 775 6513 3838Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 200 200 200Storage Blk Time (%) 0 11 44 2 4 0 25Queuing Penalty (veh) 1 5 95 3 1 1 38



111






Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T R L T T R L T R L TMaximum Queue (ft) 250 239 144 117 60 84 22 60 41 42 95 29Average Queue (ft) 89 172 49 61 32 40 5 30 13 25 44 995th Queue (ft) 288 279 152 125 64 87 22 66 46 53 90 28Link Distance (ft) 2972 2972 4055 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 70 70 170 100 90 90 115Storage Blk Time (%) 13 0 0 0 0 1 2Queuing Penalty (veh) 10 0 0 0 0 1 1



112







113







114




Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T R L T T R L T R L TMaximum Queue (ft) 421 250 147 170 119 76 28 60 44 37 97 41Average Queue (ft) 140 190 50 104 40 36 7 38 19 23 57 1695th Queue (ft) 426 290 144 216 124 80 26 66 48 46 105 45Link Distance (ft) 2972 2972 4055 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 70 70 170 100 90 90 115Storage Blk Time (%) 17 0 13 0 0 0 1Queuing Penalty (veh) 12 0 30 0 0 0 1



115









116




Movement EB EB EB EB WB WB WB NB NB NB SB SBDirections Served L T T R L T R L T R L TRMaximum Queue (ft) 54 54 84 46 124 80 30 47 58 46 85 138Average Queue (ft) 24 17 39 20 69 34 11 14 22 22 44 6995th Queue (ft) 59 54 85 50 129 83 31 47 59 46 88 138Link Distance (ft) 2446 2446 4055Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 225 160 200 110 110 115Storage Blk Time (%) 0 0 0 3Queuing Penalty (veh) 0 0 0 2





117









118









119




Movement EB EB EB WB WB WB WB NB NB NBDirections Served T T R L L T T L R RMaximum Queue (ft) 138 153 69 282 283 82 102 36 136 102Average Queue (ft) 78 93 32 222 243 46 59 11 83 4295th Queue (ft) 138 153 74 289 301 91 103 37 155 100Link Distance (ft) 2184 2184 2085 2085Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 95 300 300 105Storage Blk Time (%) 14 1 0 0 3Queuing Penalty (veh) 10 1 1 1 0


Movement EB EB EB WB WB WB WB NB NB NBDirections Served T T R L L T T L R RMaximum Queue (ft) 131 142 60 312 306 94 96 31 134 89Average Queue (ft) 83 103 35 227 243 47 55 14 82 4195th Queue (ft) 132 146 71 320 319 96 99 35 138 93Link Distance (ft) 2184 2184 2085 2085Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 95 300 300 105Storage Blk Time (%) 18 1 1 3Queuing Penalty (veh) 13 2 4 0


Movement EB EB EB WB WB WB WB NB NB NBDirections Served T T R L L T T L R RMaximum Queue (ft) 130 138 72 337 331 497 496 40 136 107Average Queue (ft) 85 100 37 262 285 139 115 15 96 5095th Queue (ft) 139 150 75 342 341 824 673 43 149 108Link Distance (ft) 2184 2184 2085 2085Upstream Blk Time (%) 1 0Queuing Penalty (veh) 0 0Storage Bay Dist (ft) 95 300 300 105Storage Blk Time (%) 16 0 2 3 3Queuing Penalty (veh) 13 0 6 11 1

120




Movement EB EB EB WB WB WB WB NB NB NBDirections Served T T R L L T T L R RMaximum Queue (ft) 142 149 64 297 307 90 87 28 114 81Average Queue (ft) 89 103 37 222 241 44 53 10 66 3795th Queue (ft) 144 156 72 309 323 91 97 30 121 83Link Distance (ft) 2184 2184 2085 2085Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 95 300 300 105Storage Blk Time (%) 16 0 1 1 1Queuing Penalty (veh) 11 0 2 3 0





121









122






Movement EB WB NB NB SBDirections Served R L L TR LMaximum Queue (ft) 8 98 64 120 86Average Queue (ft) 1 51 29 72 4995th Queue (ft) 8 97 63 130 95Link Distance (ft) 4759Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 0 0 2 2Queuing Penalty (veh) 1 1 1 0



123









124




Movement EB EB WB WB WB NB NB NB SB SB SBDirections Served T R L T R L T R L T RMaximum Queue (ft) 340 188 34 255 134 110 155 15 161 159 13Average Queue (ft) 219 49 9 146 50 64 100 3 102 84 395th Queue (ft) 362 178 33 257 133 115 168 15 172 168 15Link Distance (ft) 1710 1701 1846Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 24 14 0 5 10 16 4Queuing Penalty (veh) 15 36 1 9 11 24 6




Movement EB EB WB WB WB NB NB NB SB SB SBDirections Served T R L T R L T R L T RMaximum Queue (ft) 382 227 27 256 176 119 196 12 171 177 21Average Queue (ft) 243 63 7 156 70 70 115 4 113 102 595th Queue (ft) 397 213 27 267 177 121 192 14 187 177 20Link Distance (ft) 1710 1701 1846Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 28 0 17 1 4 11 20 7Queuing Penalty (veh) 20 1 48 7 9 15 34 15

125








Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 36 129 70 142 288 149 177 102 29 82 45 27Average Queue (ft) 12 80 43 62 182 42 102 31 12 36 14 695th Queue (ft) 37 130 74 134 301 150 186 97 31 87 44 25Link Distance (ft) 1798Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100 100Storage Blk Time (%) 4 0 3 20 13 0 1Queuing Penalty (veh) 12 0 18 44 16 1 0

126




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 31 149 97 180 319 128 180 88 37 98 53 28Average Queue (ft) 10 80 45 82 188 47 112 33 13 47 20 895th Queue (ft) 32 157 100 178 338 161 182 87 35 99 54 27Link Distance (ft) 1798Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100 100Storage Blk Time (%) 4 0 7 20 0 17 0 2 0Queuing Penalty (veh) 13 0 48 43 0 19 1 1 0





127






128


Project: Salt Lake County - Olympia TSAnalysis Period: Future (2025) Plus ProjectTime Period: Evening Peak Hour Project #: UT19-1472


Avg % Avg LOSL 140 138 98 32.7 CR 55 55 100 6.3 A

Subtotal 195 193 99 25.2 CT 404 402 100 18.2 BR 239 235 98 9.8 A

Subtotal 643 637 99 15.1 BL 110 107 97 17.0 BT 316 317 100 4.4 A

Subtotal 426 424 100 7.6 A

Total 1,264 1,254 99 14.1 B


Avg % Avg LOSL 25 24 96 100.6 FT 349 360 103 25.6 CR 112 119 106 20.8 C

Subtotal 486 503 103 28.0 CL 139 138 99 50.1 DT 855 835 98 41.7 DR 20 21 106 41.4 D

Subtotal 1,014 994 98 42.9 DL 45 42 94 35.7 DT 210 208 99 33.8 CR 95 94 99 26.6 C

Subtotal 350 344 98 32.1 CL 197 187 95 170.1 FT 150 148 99 47.9 DR 58 58 100 40.2 D



NB

SB

EB

WB

NE

SW




NW

129






Subtotal 125 124 99 35.7 DL 75 80 107 22.8 CT 1,054 1,054 100 18.5 BR 165 167 101 14.0 B


Subtotal 724 717 99 27.9 CTotal 2,388 2,384 100 22.0 C








NB

SB

EB

WB

SB

EB

WB




NB

130










Avg % Avg LOSL 15 14 95 49.1 DR 722 738 102 5.6 A

Subtotal 737 752 102 6.4 AT 404 397 98 31.6 CR 75 70 94 15.6 B

Subtotal 479 467 97 29.2 CL 1,195 1,173 98 30.3 CT 734 733 100 8.6 A

Subtotal 1,929 1,906 99 22.0 C

Total 3,144 3,125 99 19.4 B


NB

EB

WB

SB

EB

WB




NB

131




Avg % Avg LOSL 10 10 98 8.8 AR 15 14 95 4.5 A

Subtotal 25 24 96 6.3 AL 20 19 96 3.8 AR 118 110 93 1.6 A


Subtotal 456 458 100 1.5 A

Total 619 611 99 1.8 A


Avg % Avg LOSL 42 40 96 23.3 CT 11 11 98 39.7 ER 229 232 101 21.8 C

Subtotal 282 283 100 22.7 CL 128 127 99 37.5 ET 1,019 987 97 3.1 A

Subtotal 1,147 1,114 97 7.0 AT 299 297 99 2.8 AR 63 68 108 1.8 A




NB

SB

EB

WB

WB

SE




NB

132






Subtotal 334 328 98 36.5 DL 2 2 100 38.0 DT 590 583 99 21.5 CR 65 68 104 7.8 A

Subtotal 657 653 99 20.1 CL 15 14 95 37.8 DT 592 587 99 16.5 BR 260 261 100 8.8 A






Subtotal 776 766 99 10.4 BL 125 128 103 63.1 ET 612 613 100 21.0 CR 108 116 107 8.0 A



NB

SB

EB

WB

SB

EB

WB




NB

133

Salt Lake County - Olympia TS Evening Peak HourFuture (2025) Plus Project 07/01/2019








134











135











136











137











138











139











140











141











142











143











144









145









146









147









148




Movement EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT AllDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Denied Del/Veh (s) 0.0 0.2 0.0 0.0 0.0 0.2 0.3 0.3 0.0 0.0 0.0Total Delay (hr) 0.1 0.0 0.1 0.0 0.0 0.1 0.0 0.3 0.3 0.2 1.1Total Del/Veh (s) 2.7 1.8 6.7 1.8 2.0 22.0 22.9 17.0 28.9 3.1 6.5Vehicles Entered 74 17 78 38 56 8 3 55 33 245 607Vehicles Exited 74 17 79 39 56 9 3 57 32 242 608Hourly Exit Rate 296 68 316 156 224 36 12 228 128 968 2432Input Volume 288 61 311 167 216 40 11 221 123 981 2419% of Volume 103 111 102 93 104 90 109 103 104 99 101





149








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 3.6 0.6 3.6 2.1 0.5 2.1Total Delay (hr) 0.0 0.9 0.0 0.0 0.6 0.1 0.3 0.4 0.0 0.6 0.3 0.0Total Del/Veh (s) 21.5 7.7 32.4 15.8 7.8 36.6 25.4 10.6 44.8 26.4 13.1Vehicles Entered 0 145 19 4 139 61 24 47 4 42 33 4Vehicles Exited 0 136 19 3 133 61 26 49 4 46 34 4Hourly Exit Rate 0 544 76 12 532 244 104 196 16 184 136 16Input Volume 2 568 63 14 570 250 106 173 10 169 135 17% of Volume 0 96 121 86 93 98 98 113 160 109 101 94



150











151











152











153











154









155









156








Movement EB EB WB WB NB NB SB SBDirections Served L TR L TR L TR L TRMaximum Queue (ft) 73 211 279 152 45 277 226 506Average Queue (ft) 32 155 183 97 19 165 81 31795th Queue (ft) 83 228 302 155 51 298 233 515Link Distance (ft) 775 6513 3838Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 200 200 200Storage Blk Time (%) 3 19 6 22Queuing Penalty (veh) 1 37 1 29

157









158









159







160




Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T R L T T R L T R L TMaximum Queue (ft) 635 250 158 200 246 164 24 63 59 55 107 46Average Queue (ft) 327 227 65 130 103 87 6 33 23 30 52 1595th Queue (ft) 737 294 175 257 310 250 23 71 63 58 105 47Link Distance (ft) 2972 2972 4055 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 70 70 170 100 90 90 115Storage Blk Time (%) 2 17 0 32 0 2 1 0 0 2Queuing Penalty (veh) 25 14 0 104 0 1 1 0 0 1



161







162




Movement EB EB EB WB WB WB WB NB NB NB SB SBDirections Served L T R L T T R L T R L TMaximum Queue (ft) 744 250 160 230 390 294 27 79 77 68 122 61Average Queue (ft) 201 201 62 118 107 77 5 36 20 28 50 1495th Queue (ft) 577 302 169 243 354 248 21 74 57 55 101 42Link Distance (ft) 2972 2972 4055 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 70 70 170 100 90 90 115Storage Blk Time (%) 1 17 0 23 0 1 1 0 0 1Queuing Penalty (veh) 13 13 0 68 0 0 1 0 0 1





163









164




Movement EB EB EB EB WB WB WB NB NB NB SB SBDirections Served L T T R L T R L T R L TRMaximum Queue (ft) 79 103 126 71 159 150 59 83 104 76 109 193Average Queue (ft) 30 29 53 24 74 56 16 19 33 25 48 8495th Queue (ft) 65 74 103 56 136 125 41 55 78 53 95 160Link Distance (ft) 2446 2446 4055Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 225 160 200 110 110 115Storage Blk Time (%) 0 0 0 0 1 0 0 4Queuing Penalty (veh) 0 0 0 0 0 0 1 3





165









166




Movement EB EB EB WB WB WB WB NB NB NBDirections Served T T R L L T T L R RMaximum Queue (ft) 151 154 62 283 301 95 292 28 151 112Average Queue (ft) 88 101 28 235 251 53 58 8 99 6195th Queue (ft) 153 156 61 295 310 101 99 28 162 118Link Distance (ft) 2184 2184 2085 2085Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft) 95 300 300 105Storage Blk Time (%) 17 0 1 3Queuing Penalty (veh) 12 1 2 0


Movement EB EB EB WB WB WB WB NB NB NBDirections Served T T R L L T T L R RMaximum Queue (ft) 128 153 57 304 301 292 90 33 140 90Average Queue (ft) 88 105 37 228 240 79 56 12 85 4595th Queue (ft) 139 160 70 317 316 483 104 38 151 103Link Distance (ft) 2184 2184 2085 2085Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft) 95 300 300 105Storage Blk Time (%) 17 0 1 1 3Queuing Penalty (veh) 12 0 2 4 0



167




Movement EB EB EB WB WB WB WB NB NB NBDirections Served T T R L L T T L R RMaximum Queue (ft) 141 159 59 320 335 303 109 32 149 115Average Queue (ft) 99 116 31 217 237 80 63 15 88 4695th Queue (ft) 152 169 63 325 346 484 116 36 154 107Link Distance (ft) 2184 2184 2085 2085Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft) 95 300 300 105Storage Blk Time (%) 23 0 1 2 4Queuing Penalty (veh) 16 0 3 6 1





168









169






Movement EB EB WB NB NB SB SBDirections Served T R L L TR L TRMaximum Queue (ft) 2 5 111 55 140 105 35Average Queue (ft) 0 1 60 25 86 66 1095th Queue (ft) 3 7 115 57 151 114 38Link Distance (ft) 891 4759 1990Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 1 0 6 3 0Queuing Penalty (veh) 6 1 2 0 0


Movement EB WB WB NB NB SB SBDirections Served R L R L TR L TRMaximum Queue (ft) 5 88 1 55 123 98 29Average Queue (ft) 1 55 0 29 76 61 1095th Queue (ft) 6 98 3 61 131 111 31Link Distance (ft) 4759 1990Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 0 4 3Queuing Penalty (veh) 1 2 0

170








Movement EB EB WB WB NB NB SB SBDirections Served T R L R L TR L TRMaximum Queue (ft) 2 17 151 6 150 227 172 97Average Queue (ft) 0 1 57 0 33 92 72 1395th Queue (ft) 2 8 110 3 106 178 147 71Link Distance (ft) 891 4759 1990Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 1 0 10 7 0Queuing Penalty (veh) 4 0 4 1 0

171




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 8 344 207 32 266 183 102 166 26 173 146 21Average Queue (ft) 2 230 60 9 161 62 61 99 7 111 77 595th Queue (ft) 12 365 198 32 268 162 101 174 25 177 153 25Link Distance (ft) 1710 1701 1846Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100 100Storage Blk Time (%) 24 17 0 2 9 19 4 0Queuing Penalty (veh) 16 46 1 4 11 29 8 0


Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 11 338 188 52 303 201 111 157 15 146 142 22Average Queue (ft) 2 247 55 13 191 76 59 93 4 88 63 695th Queue (ft) 13 347 188 64 326 197 112 174 15 159 138 21Link Distance (ft) 1710 1701 1846Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100 100Storage Blk Time (%) 24 16 0 2 11 11 2Queuing Penalty (veh) 15 43 1 4 12 17 5



172









173




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 35 138 82 200 407 132 194 110 39 88 37 23Average Queue (ft) 11 73 44 97 233 40 122 43 15 51 14 795th Queue (ft) 36 142 80 216 415 140 206 112 36 96 40 26Link Distance (ft) 1798Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100 100Storage Blk Time (%) 3 0 8 22 0 21 0 2Queuing Penalty (veh) 11 1 54 49 0 25 0 1





174




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 48 187 130 249 541 249 234 266 51 130 69 36Average Queue (ft) 11 84 48 110 250 53 123 44 15 49 16 895th Queue (ft) 36 154 93 229 475 179 210 146 36 101 48 28Link Distance (ft) 1798Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100 100Storage Blk Time (%) 6 0 18 23 0 20 1 2Queuing Penalty (veh) 20 0 132 53 0 26 2 1


175




Avg % Avg LOSL 190 193 102 42.5 DR 55 55 100 9.1 A

Subtotal 245 248 101 35.1 CT 555 548 99 11.0 BR 345 352 102 7.3 A

Subtotal 900 900 100 9.6 AL 95 96 101 16.1 BT 430 432 100 6.2 A

Subtotal 525 528 101 8.0 A

Total 1,669 1,676 100 12.8 B


Avg % Avg LOSL 30 30 100 38.2 DT 420 416 99 25.7 CR 100 99 99 10.5 B

Subtotal 550 545 99 23.6 CL 195 199 102 28.3 CT 1,045 1,062 102 23.1 CR 25 24 96 8.5 A

Subtotal 1,265 1,285 102 23.6 CL 60 60 100 40.0 DT 270 278 103 48.8 DR 110 111 101 16.4 B

Subtotal 440 449 102 39.6 DL 205 204 100 47.8 DT 190 192 101 45.6 DR 75 79 106 8.1 A

Subtotal 470 475 101 40.3 DTotal 2,724 2,754 101 29.1 C


NB

SB

EB

WB

NE

SW




NW

176




Avg % Avg LOSL 175 174 99 51.5 DT 16 17 110 37.1 DR 35 34 96 17.5 B


Subtotal 170 170 100 26.7 CL 155 152 98 25.5 CT 1,525 1,530 100 11.7 BR 195 199 102 4.7 A





Subtotal 115 110 96 19.4 BL 85 83 98 42.3 DT 86 92 107 40.2 DR 100 102 102 24.9 C

Subtotal 271 277 102 35.2 DL 60 59 98 21.8 CT 285 282 99 13.6 BR 65 68 104 3.7 A




NB

SB

EB

WB

SB

EB

WB




NB

177




Avg % Avg LOSL 55 58 105 44.4 DT 120 125 104 43.6 DR 65 65 100 6.7 A

Subtotal 240 248 103 34.1 CL 190 194 102 44.5 DT 230 233 101 35.9 DR 200 206 103 7.0 A


Subtotal 440 435 99 13.7 BL 100 98 98 19.6 BT 606 618 102 16.7 BR 140 141 101 10.2 B



Avg % Avg LOSL 25 25 100 43.2 DR 845 844 100 6.8 A

Subtotal 870 869 100 7.8 AT 456 455 100 37.7 DR 110 109 99 24.5 C

Subtotal 566 564 100 35.1 DL 1,410 1,401 99 45.6 DT 820 829 101 14.2 B

Subtotal 2,230 2,230 100 33.9 C

Total 3,666 3,663 100 28.0 C


NB

EB

WB

SB

EB

WB




NB

178




Avg % Avg LOSL 10 10 98 10.7 BR 15 18 122 6.9 A

Subtotal 25 28 112 8.3 AL 20 19 96 4.0 AT 0 0 0R 140 147 105 1.9 A


Subtotal 620 625 101 1.9 A

Total 805 819 102 2.1 A


Avg % Avg LOSL 40 42 104 28.9 DR 225 227 101 21.3 C

Subtotal 265 269 102 22.5 CL 135 135 100 53.8 FT 1,224 1,237 101 2.7 A

Subtotal 1,359 1,372 101 7.7 AT 366 374 102 3.0 AR 60 64 106 2.0 A




NB

SB

EB

WB

WB

SE




NB

179






Subtotal 320 328 103 41.6 DT 661 662 100 21.5 CR 65 69 106 9.0 A







Subtotal 836 833 100 13.9 BL 65 65 100 98.8 FT 490 500 102 25.8 CR 120 123 102 8.3 A



NB

SB

EB

WB

SB

EB

WB




NB

180









181











182











183











184











185











186











187











188











189











190











191









192









193









194









195









196









197









198









199











200











201





202




Movement NW NW NE NE SW SWDirections Served L R T R L TMaximum Queue (ft) 180 57 166 31 85 147Average Queue (ft) 102 23 105 4 40 7995th Queue (ft) 191 58 193 47 81 162Link Distance (ft) 1109 5212 986Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 150 200 375Storage Blk Time (%) 9 0Queuing Penalty (veh) 5 1


Movement NW NW NE SW SWDirections Served L R T L TMaximum Queue (ft) 201 71 171 67 143Average Queue (ft) 108 23 84 37 5495th Queue (ft) 204 80 183 75 131Link Distance (ft) 1109 5212 986Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 150 375Storage Blk Time (%) 9 0Queuing Penalty (veh) 5 1


Movement NW NW NE NE SW SWDirections Served L R T R L TMaximum Queue (ft) 210 57 227 64 117 194Average Queue (ft) 120 28 134 7 60 10795th Queue (ft) 228 67 246 58 115 228Link Distance (ft) 1109 5212 986Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 150 200 375Storage Blk Time (%) 13 0 2Queuing Penalty (veh) 8 0 6

203







204




Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L T T R L TMaximum Queue (ft) 159 317 169 194 186 49 53 122 129 57 186 282Average Queue (ft) 51 186 57 118 114 24 25 80 83 29 90 17595th Queue (ft) 149 357 174 196 199 49 58 130 136 71 189 296Link Distance (ft) 750 6497 6497 3826Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 0 33 0 20 16 0 3 3 0 3 18Queuing Penalty (veh) 0 55 1 50 42 0 1 3 0 17 34


Movement SB SBDirections Served T RMaximum Queue (ft) 289 47Average Queue (ft) 191 1095th Queue (ft) 302 61Link Distance (ft) 3826Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100Storage Blk Time (%) 22Queuing Penalty (veh) 5

205







206







207




Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L T T R L TMaximum Queue (ft) 123 262 199 173 202 77 43 146 157 64 226 291Average Queue (ft) 49 199 73 108 112 26 17 88 94 30 96 18295th Queue (ft) 129 297 209 184 207 91 45 157 173 71 206 291Link Distance (ft) 750 6497 6497 3826Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 1 34 0 16 14 6 9 0 6 20Queuing Penalty (veh) 3 57 1 40 36 2 9 1 32 39



208




Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L T T R L TMaximum Queue (ft) 201 403 249 224 251 150 70 175 187 83 249 360Average Queue (ft) 53 191 66 122 123 26 23 90 95 29 103 19195th Queue (ft) 141 321 192 210 222 79 56 153 166 66 215 318Link Distance (ft) 750 6497 6497 3826Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 1 34 1 23 16 0 0 6 8 0 6 21Queuing Penalty (veh) 3 59 3 61 46 0 0 2 8 0 34 41



209




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 121 244 261 44 72 129 134 24 157 51 42 102Average Queue (ft) 65 164 156 22 45 67 82 7 100 11 16 5295th Queue (ft) 139 251 257 47 80 128 140 25 170 41 45 112Link Distance (ft) 2972 2972 4042 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 170 100 90 90Storage Blk Time (%) 3 12 11 0 2 29 0 2Queuing Penalty (veh) 21 18 20 0 1 14 0 1


Movement SB SBDirections Served T RMaximum Queue (ft) 29 45Average Queue (ft) 7 2495th Queue (ft) 31 47Link Distance (ft)Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 115 115Storage Blk Time (%)Queuing Penalty (veh)

210




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 136 245 242 57 76 142 151 40 155 55 42 90Average Queue (ft) 69 168 157 26 41 69 76 12 108 13 13 5895th Queue (ft) 142 248 251 55 89 133 147 48 161 65 40 104Link Distance (ft) 2972 2972 4042 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 170 100 90 90Storage Blk Time (%) 4 14 12 0 3 25 0 0 1Queuing Penalty (veh) 27 21 23 0 2 12 0 0 1



211







212







213




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 210 307 318 159 146 198 206 75 191 185 59 138Average Queue (ft) 72 182 173 31 59 76 88 11 107 20 14 5795th Queue (ft) 150 275 276 101 131 148 159 42 175 97 41 112Link Distance (ft) 2972 2972 4042 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 170 100 90 90Storage Blk Time (%) 3 15 13 2 0 4 26 0 0 1Queuing Penalty (veh) 27 23 26 9 0 2 13 0 0 1





214









215









216




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T TR L T TR L T R L T RMaximum Queue (ft) 82 69 90 92 178 172 85 144 64 181 267 119Average Queue (ft) 43 33 47 49 119 111 49 89 32 143 177 6195th Queue (ft) 86 70 91 103 188 184 103 168 71 213 304 122Link Distance (ft) 2446 2446 1566 1566 2922 1414 1414Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 105 95 95 90Storage Blk Time (%) 1 0 0 14 1 17 0 27 24Queuing Penalty (veh) 1 0 0 15 2 22 0 70 52





217









218




Movement EB EB EB WB WB WB WB NB NB NBDirections Served T T R L L T T L R RMaximum Queue (ft) 196 207 127 381 382 1715 1119 52 185 114Average Queue (ft) 122 136 61 303 312 546 277 24 110 6195th Queue (ft) 198 206 133 415 411 1986 1262 59 184 115Link Distance (ft) 2184 2184 2085 2085Upstream Blk Time (%) 2 0Queuing Penalty (veh) 0 0Storage Bay Dist (ft) 95 300 300 105Storage Blk Time (%) 27 4 6 10 0 7Queuing Penalty (veh) 29 9 25 39 0 2





219









220






Movement EB WB NB NB SB B63 B63Directions Served R L L TR L TMaximum Queue (ft) 8 104 49 115 126 167 67Average Queue (ft) 1 54 26 76 67 47 1095th Queue (ft) 13 101 55 126 130 360 140Link Distance (ft) 4759 6497 6497Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 1 4 6Queuing Penalty (veh) 2 1 0


Movement EB WB NB NB SB B63Directions Served R L L TR L TMaximum Queue (ft) 5 101 59 142 153 2Average Queue (ft) 1 61 30 87 83 095th Queue (ft) 7 112 64 165 165 3Link Distance (ft) 4759 6497Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 1 8 16Queuing Penalty (veh) 3 3 0

221




Movement EB WB NB NB SB B63 B63Directions Served R L L TR L TMaximum Queue (ft) 10 149 91 164 171 13 59Average Queue (ft) 1 71 36 100 96 2 895th Queue (ft) 10 139 89 172 182 19 124Link Distance (ft) 4759 6497 6497Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 2 0 11 20Queuing Penalty (veh) 9 0 5 0


Movement EB WB NB NB SB SB B63 B63Directions Served R L L TR L TR TMaximum Queue (ft) 6 116 48 144 146 46 217 95Average Queue (ft) 1 64 27 86 97 12 68 1495th Queue (ft) 6 114 53 163 204 130 474 200Link Distance (ft) 4759 1990 6497 6497Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 1 8 19Queuing Penalty (veh) 5 3 0


Movement EB WB NB NB SB SB B63 B63Directions Served R L L TR L TR TMaximum Queue (ft) 20 158 91 203 202 46 298 154Average Queue (ft) 1 62 30 87 86 3 29 895th Queue (ft) 10 118 67 159 174 63 290 136Link Distance (ft) 4759 1990 6497 6497Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 1 0 8 15Queuing Penalty (veh) 5 0 3 0

222









223









224




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 58 154 136 153 332 171 217 135 17 88 59 34Average Queue (ft) 31 87 66 75 217 56 136 43 7 45 16 1695th Queue (ft) 61 160 130 177 399 180 223 130 19 88 54 38Link Distance (ft) 1798Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100 100Storage Blk Time (%) 0 7 2 11 23 0 23 1 1 0Queuing Penalty (veh) 1 34 7 63 41 0 24 2 1 0





225




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 75 212 169 222 501 250 245 279 36 117 83 58Average Queue (ft) 30 88 67 74 236 67 150 57 7 47 19 1595th Queue (ft) 64 170 123 180 441 206 240 180 22 97 58 41Link Distance (ft) 1798Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100 100Storage Blk Time (%) 0 7 2 13 27 0 23 1 1 0 0Queuing Penalty (veh) 0 36 6 81 50 0 25 2 1 0 0


226




Avg % Avg LOSL 229 215 94 41.9 DR 55 58 105 10.1 B

Subtotal 284 273 96 35.1 DT 571 562 98 12.0 BR 361 368 102 7.9 A

Subtotal 932 930 100 10.4 BL 95 93 98 18.4 BT 454 460 101 7.3 A

Subtotal 549 553 101 9.2 A

Total 1,765 1,756 99 13.9 B



Subtotal 738 723 98 28.7 CL 210 215 103 46.1 DT 1,125 1,142 102 34.1 CR 25 27 108 13.7 B

Subtotal 1,360 1,384 102 35.6 DL 60 58 96 43.5 DT 286 291 102 70.4 ER 110 111 101 30.2 C

Subtotal 456 460 101 57.3 EL 372 377 101 95.1 FT 229 219 96 70.1 ER 85 82 96 39.3 D



NB

SB

EB

WB

NE

SW




NW

227




Avg % Avg LOSL 175 167 95 121.4 FT 15 15 102 72.0 ER 74 68 92 47.4 D

Subtotal 264 250 95 98.3 FL 80 77 96 55.8 ET 15 17 115 44.7 DR 75 82 110 17.2 B

Subtotal 170 176 104 36.7 DL 155 160 103 84.9 FT 1,781 1,771 99 11.8 BR 195 194 99 6.7 A

Subtotal 2,131 2,125 100 16.8 BL 116 96 83 391.4 FT 1,125 1,116 99 12.0 BR 50 50 100 7.1 A

Subtotal 1,291 1,262 98 40.7 DTotal 3,855 3,813 99 33.7 C


Avg % Avg LOSL 25 26 104 63.1 ET 49 50 103 39.0 DR 112 119 106 6.8 A



Subtotal 589 579 98 13.4 BL 315 291 92 23.3 CT 698 669 96 14.5 BR 145 138 95 4.7 A

Subtotal 1,158 1,098 95 15.6 BTotal 2,258 2,178 96 19.8 B


NB

SB

EB

WB

SB

EB

WB




NB

228








Subtotal 1,142 1,081 95 18.6 BTotal 2,655 2,584 97 22.5 C


Avg % Avg LOSL 25 25 100 45.3 DR 971 966 99 9.7 A

Subtotal 996 991 99 10.6 BT 667 668 100 53.1 DR 110 108 98 36.8 D

Subtotal 777 776 100 50.8 DL 1,588 1,509 95 64.3 ET 1,117 1,055 94 22.3 C

Subtotal 2,705 2,564 95 47.0 D

Total 4,478 4,331 97 39.6 D


NB

EB

WB

SB

EB

WB




NB

229




Avg % Avg LOSL 10 11 107 10.1 BR 15 16 108 5.7 A



Subtotal 683 675 99 1.8 A

Total 899 883 98 2.1 A



Subtotal 327 268 82 290.5 FL 207 144 70 504.7 FT 1,400 1,172 84 38.2 E

Subtotal 1,607 1,316 82 89.2 FT 421 415 99 3.1 AR 66 62 94 1.8 A


Subtotal 895 898 100 4.6 ATotal 3,315 2,959 89 78.8 F


NB

SB

EB

WB

WB

SE




NB

230





Subtotal 300 303 101 36.0 DL 209 212 102 73.9 ET 140 144 103 41.6 DR 27 30 111 21.1 C

Subtotal 376 386 103 57.7 EL 6 5 80 58.8 ET 794 692 87 22.5 CR 65 56 86 9.2 A

Subtotal 865 753 87 21.8 CL 15 16 108 48.1 DT 757 755 100 23.4 CR 306 313 102 14.7 B

Subtotal 1,078 1,084 101 21.3 CTotal 2,620 2,526 96 28.8 C



Subtotal 529 520 98 36.9 DL 108 109 101 27.6 CT 47 47 101 20.9 CR 65 67 103 12.0 B

Subtotal 220 223 101 21.5 CL 55 51 93 75.4 ET 427 393 92 18.3 BR 532 470 88 10.2 B

Subtotal 1,014 914 90 17.3 BL 65 65 100 106.5 FT 618 630 102 32.1 CR 152 150 99 12.1 B



NB

SB

EB

WB

SB

EB

WB




NB

231









232











233











234











235











236











237











238











239











240











241











242









243









244









245




Movement WBL WBT WBR NBL NBR SEL SET SER AllDenied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Denied Del/Veh (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1Total Del/Veh (s) 5.0 0.4 1.8 9.0 5.7 2.2 1.5 1.2 2.1Vehicles Entered 5 1 41 3 5 97 76 6 234Vehicles Exited 5 0 41 3 4 94 75 6 228Hourly Exit Rate 20 0 164 12 16 376 300 24 912Input Volume 22 1 189 11 17 437 299 22 998% of Volume 91 0 87 109 94 86 100 109 91





246









247











248











249











250











251











252









253









254







255







256







257




Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L T T R L TMaximum Queue (ft) 129 462 236 250 857 131 52 170 186 114 250 439Average Queue (ft) 58 296 121 236 518 35 29 131 143 74 182 33095th Queue (ft) 161 566 282 284 1061 126 61 183 205 129 302 498Link Distance (ft) 750 6497 6497 3826Upstream Blk Time (%) 0Queuing Penalty (veh) 1Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 1 58 2 69 19 0 15 20 3 24 36Queuing Penalty (veh) 4 110 7 241 97 1 5 51 8 148 84



258







259




Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L T T R L TMaximum Queue (ft) 250 528 250 250 988 193 68 213 207 140 250 465Average Queue (ft) 59 258 94 219 452 25 23 118 122 61 155 27695th Queue (ft) 176 486 245 298 1049 90 57 182 189 115 286 430Link Distance (ft) 750 6497 6497 3826Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 1 49 1 59 13 0 0 14 17 2 18 34Queuing Penalty (veh) 3 84 5 186 62 0 0 4 40 5 100 72



260




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 142 272 240 47 196 277 280 44 183 232 78 102Average Queue (ft) 79 160 149 20 158 187 172 11 144 91 35 6595th Queue (ft) 156 256 234 47 285 424 379 48 223 299 83 119Link Distance (ft) 2972 2972 4042 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 170 100 90 90Storage Blk Time (%) 12 11 11 0 43 0 6 52 0 1 1Queuing Penalty (veh) 101 16 21 0 234 0 3 44 0 2 1



261







262






Movement SB SBDirections Served T RMaximum Queue (ft) 64 70Average Queue (ft) 23 3795th Queue (ft) 79 75Link Distance (ft)Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 115 115Storage Blk Time (%) 0 0Queuing Penalty (veh) 0 0

263







264









265









266









267









268









269









270









271






Movement EB EB WB WB WB NB NB SB SB B63 B63Directions Served T R L T R L TR L TR TMaximum Queue (ft) 2 9 148 24 19 318 294 276 413 234 92Average Queue (ft) 0 2 70 3 3 143 207 202 154 50 2695th Queue (ft) 5 11 141 51 18 433 338 342 497 358 280Link Distance (ft) 891 680 4759 1990 6497 6497Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 2 67 76 0Queuing Penalty (veh) 12 30 22 0


Movement EB EB WB WB WB NB NB SB SB B64 B63 B63Directions Served T R L T R L TR L TR T TMaximum Queue (ft) 9 11 112 2 12 571 280 298 826 87 333 100Average Queue (ft) 2 2 69 0 1 279 226 277 519 22 90 2795th Queue (ft) 15 13 126 3 14 747 363 352 1202 235 497 286Link Distance (ft) 891 680 4759 1990 1419 6497 6497Upstream Blk Time (%) 1Queuing Penalty (veh) 13Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 2 0 77 97 0Queuing Penalty (veh) 10 0 34 28 0

272




Movement EB EB WB WB NB NB SB SB B64 B63 B63Directions Served T R L R L TR L TR T TMaximum Queue (ft) 2 13 136 3 1229 300 300 1702 1036 1890 1070Average Queue (ft) 0 2 78 1 862 295 297 1359 502 553 25695th Queue (ft) 5 14 146 6 1597 330 315 2495 1597 1906 1016Link Distance (ft) 891 4759 1990 1419 6497 6497Upstream Blk Time (%) 28 19Queuing Penalty (veh) 499 338Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 3 1 99 100Queuing Penalty (veh) 20 4 51 33


Movement EB EB WB WB NB NB SB SB B64 B63 B63Directions Served T R L R L TR L TR T TMaximum Queue (ft) 7 8 121 8 1650 300 300 2086 1510 4469 2415Average Queue (ft) 1 2 65 1 1393 300 300 1871 1145 3120 167495th Queue (ft) 10 9 123 10 2171 300 300 2539 2130 5938 3360Link Distance (ft) 891 4759 1990 1419 6497 6497Upstream Blk Time (%) 50 56 0Queuing Penalty (veh) 766 864 0Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 2 1 100 100 0Queuing Penalty (veh) 8 3 45 29 0


Movement EB EB WB WB WB NB NB SB SB B64 B63 B63Directions Served T R L T R L TR L TR T TMaximum Queue (ft) 16 23 173 26 27 1651 300 300 2088 1511 4485 2420Average Queue (ft) 1 2 71 1 1 669 257 269 976 417 953 49695th Queue (ft) 10 12 135 25 13 1687 375 372 2327 1487 3575 1969Link Distance (ft) 891 680 4759 1990 1419 6497 6497Upstream Blk Time (%) 20 19 0Queuing Penalty (veh) 319 300 0Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 2 1 86 93 0Queuing Penalty (veh) 13 2 40 28 0

273









274









275









276




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 132 258 186 250 642 250 250 511 62 138 79 78Average Queue (ft) 49 107 74 87 347 107 195 150 7 59 21 2695th Queue (ft) 103 202 136 200 599 278 283 406 27 113 59 62Link Distance (ft) 1798Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100 100Storage Blk Time (%) 3 10 2 13 35 0 40 1 0 3 0 0Queuing Penalty (veh) 30 61 9 103 76 0 54 5 0 3 0 0


277


Project: Salt Lake County - Olympia TSAnalysis Period: Future (2030) Plus Project MitigatedTime Period: Evening Peak Hour Project #: UT19-1472


Avg % Avg LOSL 229 226 99 44.0 DR 55 56 102 10.0 A

Subtotal 284 282 99 37.2 DT 571 573 100 12.5 BR 361 365 101 7.8 A

Subtotal 932 938 101 10.7 BL 95 86 91 18.1 BT 454 468 103 7.4 A

Subtotal 549 554 101 9.1 A

Total 1,765 1,774 101 14.4 B




Subtotal 1,360 1,333 98 33.3 CL 60 59 98 39.1 DT 286 282 99 68.2 ER 110 110 100 25.9 C

Subtotal 456 451 99 54.1 DL 372 376 101 80.5 FT 229 228 99 54.8 DR 85 84 99 30.8 C

Subtotal 686 688 100 65.9 ETotal 3,239 3,204 99 41.9 D


NB

SB

EB

WB

NE

SW




NW

278




Avg % Avg LOSL 175 161 92 96.8 FT 15 15 102 54.8 DR 74 68 92 37.4 D

Subtotal 264 244 92 77.7 EL 80 78 98 54.4 DT 15 15 102 52.1 DR 75 78 104 15.7 B

Subtotal 170 171 101 36.5 DL 155 154 100 93.5 FT 1,781 1,771 99 17.8 BR 195 195 100 12.0 B

Subtotal 2,131 2,120 99 22.8 CL 116 96 83 324.6 FT 1,125 1,125 100 11.2 BR 50 49 98 6.6 A






Subtotal 589 588 100 13.9 BL 315 300 95 24.9 CT 698 674 97 15.0 BR 145 136 94 4.4 A



NB

SB

EB

WB

SB

EB

WB




NB

279





Subtotal 240 251 105 32.5 CL 190 184 97 45.0 DT 230 227 99 39.5 DR 200 206 103 10.1 B





Avg % Avg LOSL 25 25 100 44.4 DR 971 981 101 9.6 A

Subtotal 996 1,006 101 10.5 BT 667 670 100 51.3 DR 110 111 101 37.9 D

Subtotal 777 781 101 49.4 DL 1,588 1,497 94 63.6 ET 1,117 1,060 95 22.5 C

Subtotal 2,705 2,557 95 46.6 D

Total 4,478 4,344 97 38.9 D


NB

EB

WB

SB

EB

WB




NB

280




Avg % Avg LOSL 10 9 88 12.5 BR 15 14 95 6.8 A



Subtotal 683 695 102 2.0 A

Total 899 911 101 2.3 A


Avg % Avg LOSL 47 47 101 62.8 ET 43 39 91 91.0 FR 237 252 106 66.2 E

Subtotal 327 338 103 68.6 EL 207 199 96 46.5 DT 1,400 1,391 99 3.6 A

Subtotal 1,607 1,590 99 9.0 AT 421 419 100 26.9 CR 66 74 112 7.1 A

Subtotal 487 493 101 23.9 CL 329 309 94 91.3 FT 270 268 99 40.3 DR 296 284 96 28.5 C



NB

SB

EB

WB

WB

SE




NB

281





Subtotal 300 301 100 34.2 CL 209 207 99 79.1 ET 140 136 97 41.0 DR 27 30 111 24.4 C

Subtotal 376 373 99 60.8 EL 6 5 80 57.3 ET 794 799 101 19.2 BR 65 64 98 9.2 A

Subtotal 865 868 100 18.7 BL 15 13 88 56.3 ET 757 750 99 23.3 CR 306 320 104 14.6 B





Subtotal 220 223 101 22.4 CL 55 52 95 80.5 FT 427 433 101 21.0 CR 532 525 99 12.3 B

Subtotal 1,014 1,010 100 19.5 BL 65 63 97 218.6 FT 618 617 100 36.3 DR 152 145 96 16.5 B



NB

SB

EB

WB

SB

EB

WB




NB

282

Salt Lake County - Olympia TS Evening Peak HourFuture (2030) Plus Project Mitigated 07/01/2019








283











284











285











286











287











288











289











290











291











292











293









294









295









296









297









298











299











300











301











302











303









304




Movement NW NW NE SW SWDirections Served L R T L TMaximum Queue (ft) 188 48 220 87 169Average Queue (ft) 105 20 132 42 9095th Queue (ft) 193 52 240 88 177Link Distance (ft) 1109 5212 986Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 150 375Storage Blk Time (%) 5 2Queuing Penalty (veh) 3 7





305







306







307







308







309







310







311







312







313







314






Movement SB SBDirections Served T RMaximum Queue (ft) 28 70Average Queue (ft) 9 3295th Queue (ft) 30 67Link Distance (ft)Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 115 115Storage Blk Time (%) 0Queuing Penalty (veh) 0

315









316









317




Movement EB EB EB EB WB WB WB NB NB NB SB SBDirections Served L T T R L T R L T R L TRMaximum Queue (ft) 103 163 175 76 200 244 37 88 89 88 163 258Average Queue (ft) 41 63 91 21 87 68 7 29 29 32 56 12995th Queue (ft) 87 133 158 58 160 169 23 67 69 62 125 219Link Distance (ft) 2446 2446 4042Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 225 160 200 110 110 115Storage Blk Time (%) 0 1 0 1 0 0 0 1 15Queuing Penalty (veh) 0 2 2 3 0 0 0 3 12





318









319









320









321









322






Movement EB EB WB WB WB B53 NB NB SB SB B63Directions Served T R L T R T L TR L TR TMaximum Queue (ft) 316 102 246 519 142 113 234 263 193 89 479Average Queue (ft) 174 29 202 317 60 54 114 174 127 31 11095th Queue (ft) 317 120 298 756 137 268 327 321 192 90 538Link Distance (ft) 891 680 1710 4759 1990 6497Upstream Blk Time (%) 11Queuing Penalty (veh) 91Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 23 49 7 1 0 38 20 0Queuing Penalty (veh) 15 269 43 4 0 17 6 0


Movement EB EB WB WB WB B53 NB NB SB SB B63Directions Served T R L T R T L TR L TR TMaximum Queue (ft) 320 143 247 585 128 189 291 268 195 93 126Average Queue (ft) 198 44 217 426 65 85 96 168 112 27 1095th Queue (ft) 350 166 295 913 166 323 287 294 197 106 148Link Distance (ft) 891 680 1710 4759 1990 6497Upstream Blk Time (%) 16Queuing Penalty (veh) 140Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 23 57 9 1 1 42 17Queuing Penalty (veh) 15 312 55 6 2 19 5

323




Movement EB EB WB WB WB B53 NB NB SB SB B63 B63Directions Served T R L T R T L TR L TR TMaximum Queue (ft) 419 188 249 604 181 198 372 275 216 76 653 431Average Queue (ft) 204 59 200 326 74 48 157 201 141 24 154 6295th Queue (ft) 369 203 299 754 184 274 491 337 227 83 749 430Link Distance (ft) 891 680 1710 4759 1990 6497 6497Upstream Blk Time (%) 8Queuing Penalty (veh) 78Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 26 47 10 2 1 45 22 0Queuing Penalty (veh) 19 294 68 11 2 23 7 1


Movement EB EB WB WB WB B53 NB NB SB SB B63 B63Directions Served T R L T R T L TR L TR TMaximum Queue (ft) 390 167 250 714 220 802 329 276 199 106 871 333Average Queue (ft) 253 49 236 600 104 437 222 215 128 27 326 10695th Queue (ft) 450 178 287 1007 254 1364 626 361 221 102 1152 557Link Distance (ft) 891 680 1710 4759 1990 6497 6497Upstream Blk Time (%) 35 0Queuing Penalty (veh) 301 2Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 26 74 14 1 1 56 21 0Queuing Penalty (veh) 17 400 84 4 4 25 6 0


Movement EB EB WB WB WB B53 NB NB SB SB B63 B63Directions Served T R L T R T L TR L TR TMaximum Queue (ft) 456 229 250 755 249 865 499 300 248 177 1065 585Average Queue (ft) 207 45 214 417 76 156 147 190 127 27 150 4295th Queue (ft) 379 169 300 897 192 726 456 332 212 96 737 342Link Distance (ft) 891 680 1710 4759 1990 6497 6497Upstream Blk Time (%) 17 0Queuing Penalty (veh) 153 0Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 25 57 10 1 1 45 20 0Queuing Penalty (veh) 16 318 62 6 2 21 6 0

324









325









326









327






328




Avg % Avg LOSL 255 248 97 49.8 DT 10 10 105 1.2 AR 35 35 99 14.7 B

Subtotal 300 293 98 43.9 DT 705 715 101 14.6 BR 455 463 102 10.0 A

Subtotal 1,160 1,178 102 12.8 BL 75 76 102 23.0 CT 550 556 101 8.2 A

Subtotal 625 632 101 10.0 A

Total 2,085 2,103 101 16.3 B





Subtotal 531 536 101 50.7 DL 250 250 100 74.1 ET 235 226 96 43.1 DR 100 103 103 16.0 B

Subtotal 585 579 99 51.7 DTotal 3,308 3,289 99 38.5 D


NB

SB

EB

WB

NE

SW




NW

329




Avg % Avg LOSL 50 51 102 47.7 DT 130 130 100 6.0 AR 30 26 87 24.3 C

Subtotal 210 207 99 18.6 BL 90 92 102 56.2 ET 15 15 102 47.4 DR 120 115 96 11.0 B

Subtotal 225 222 99 32.2 CL 240 248 103 73.5 ET 2,065 2,058 100 22.8 CR 210 219 104 16.5 B

Subtotal 2,515 2,525 100 27.2 CL 45 42 94 137.6 FT 1,030 1,015 99 7.7 AR 55 56 102 4.2 A




Subtotal 90 86 96 16.9 BL 85 87 102 46.0 DT 90 92 103 7.1 AR 95 95 100 14.4 B

Subtotal 270 274 101 22.0 CL 55 56 102 20.9 CT 395 390 99 8.1 AR 50 52 104 2.3 A

Subtotal 500 498 100 8.9 AL 225 215 95 15.8 BT 690 662 96 10.8 BR 145 144 99 4.0 A



NB

SB

EB

WB

SB

EB

WB




NB

330








Subtotal 1,030 972 94 17.7 BTotal 2,510 2,448 98 22.6 C


Avg % Avg LOSL 30 31 103 43.1 DR 1,000 995 100 6.8 A

Subtotal 1,030 1,026 100 7.9 AT 564 559 99 39.3 DR 145 148 102 32.9 C

Subtotal 709 707 100 38.0 DL 1,665 1,568 94 59.0 ET 980 917 94 22.1 C

Subtotal 2,645 2,485 94 45.4 D

Total 4,384 4,218 96 35.2 D


NB

EB

WB

SB

EB

WB




NB

331




Avg % Avg LOSL 10 10 98 13.5 BR 15 15 102 6.6 A



Subtotal 806 803 100 2.1 A

Total 1,037 1,035 100 2.3 A


Avg % Avg LOSL 40 37 92 69.6 FR 225 225 100 52.4 F

Subtotal 265 262 99 54.8 FL 135 102 76 428.9 FT 1,492 1,433 96 9.0 A

Subtotal 1,627 1,535 94 36.9 ET 590 584 99 2.7 AR 60 61 101 1.5 A

Subtotal 650 645 99 2.6 AL 320 319 100 11.5 BT 355 355 100 2.1 AR 200 195 97 2.0 A

Subtotal 875 869 99 5.5 ATotal 3,418 3,311 97 27.3 D


NB

SB

EB

WB

WB

SE




NB

332





Subtotal 300 295 98 42.1 DL 165 168 102 97.9 FT 140 143 102 47.0 DR 15 16 108 18.8 B

Subtotal 320 327 102 71.8 ET 885 844 95 19.3 BR 65 65 100 9.0 A

Subtotal 950 909 96 18.6 BL 15 13 88 44.4 DT 750 746 99 15.3 BR 245 237 97 9.8 A




Subtotal 480 469 98 34.2 CL 85 85 100 25.2 CT 40 38 94 22.9 CR 100 99 99 10.2 B

Subtotal 225 222 99 18.1 BL 100 94 94 81.0 FT 391 385 98 22.4 CR 570 540 95 12.5 B

Subtotal 1,061 1,019 96 22.6 CL 35 36 102 85.7 FT 535 533 100 27.1 CR 125 129 103 7.6 A



NB

SB

EB

WB

SB

EB

WB




NB

333









334











335











336











337











338











339











340











341











342











343











344









345









346









347









348









349









350









351









352











353











354





355









356







357







358







359







360







361







362







363







364







365







366




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 300 1111 1098 278 128 171 188 102 112 55 59 155Average Queue (ft) 162 349 347 51 58 75 90 13 39 11 13 7195th Queue (ft) 311 917 923 190 123 141 160 58 85 38 39 133Link Distance (ft) 2972 2972 4042 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 170 100 90 90Storage Blk Time (%) 37 12 13 0 1 0 4 0 2 0 0 4Queuing Penalty (veh) 396 30 27 0 4 0 2 0 1 0 0 6





367









368









369









370









371









372









373






Movement EB WB WB NB NB SB SB B63Directions Served R L T L TR L TR TMaximum Queue (ft) 16 124 17 93 182 216 69 280Average Queue (ft) 3 74 2 30 102 135 10 6495th Queue (ft) 17 124 36 67 190 255 106 445Link Distance (ft) 680 4759 1990 6497Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 2 0 0 12 47Queuing Penalty (veh) 11 0 0 5 0


Movement EB EB WB NB NB SB SB B63 B63Directions Served T R L L TR L TR TMaximum Queue (ft) 2 10 120 112 206 245 243 410 259Average Queue (ft) 0 2 71 39 107 190 111 161 4695th Queue (ft) 5 11 116 96 209 343 431 766 355Link Distance (ft) 891 4759 1990 6497 6497Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 2 6 19 68Queuing Penalty (veh) 13 12 7 0

374




Movement EB EB WB WB NB NB SB SB B63 B63Directions Served T R L T L TR L TR TMaximum Queue (ft) 4 14 160 37 231 223 293 649 987 440Average Queue (ft) 1 2 91 5 106 158 269 456 335 10295th Queue (ft) 6 14 158 47 370 300 369 963 1253 587Link Distance (ft) 891 680 4759 1990 6497 6497Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 7 0 4 42 96Queuing Penalty (veh) 43 0 9 18 0


Movement EB EB WB WB NB NB SB SB B64 B63 B63Directions Served T R L T L TR L TR T TMaximum Queue (ft) 2 10 178 86 190 222 300 1297 753 1866 977Average Queue (ft) 0 1 93 12 92 153 294 964 349 1144 52195th Queue (ft) 3 11 172 106 312 292 321 2207 1322 2652 1382Link Distance (ft) 891 680 4759 1990 1419 6497 6497Upstream Blk Time (%) 13 12Queuing Penalty (veh) 211 181Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 5 0 2 40 100Queuing Penalty (veh) 29 0 4 16 0


Movement EB EB WB WB NB NB SB SB B64 B63 B63Directions Served T R L T L TR L TR T TMaximum Queue (ft) 6 23 199 119 276 268 300 1297 753 1878 977Average Queue (ft) 0 2 82 5 67 130 222 385 87 426 16795th Queue (ft) 4 13 146 59 250 257 374 1311 634 1609 788Link Distance (ft) 891 680 4759 1990 1419 6497 6497Upstream Blk Time (%) 3 3Queuing Penalty (veh) 53 45Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 4 0 3 28 78Queuing Penalty (veh) 24 0 6 11 0

375









376









377









378






379




Avg % Avg LOSL 255 258 101 69.3 ET 10 11 116 1.5 AR 35 36 102 18.9 B

Subtotal 300 305 102 60.9 ET 705 707 100 14.2 BR 455 456 100 9.7 A

Subtotal 1,160 1,163 100 12.4 BL 75 73 98 23.3 CT 550 547 99 8.0 A

Subtotal 625 620 99 9.8 A

Total 2,085 2,088 100 18.8 B





Subtotal 531 527 99 56.0 EL 250 248 99 64.0 ET 235 242 103 40.3 DR 100 100 100 12.1 B

Subtotal 585 590 101 45.5 DTotal 3,308 3,303 100 37.7 D


NB

SB

EB

WB

NE

SW




NW

380





Subtotal 210 203 97 17.2 BL 90 92 102 58.4 ET 15 13 88 47.3 DR 120 119 99 12.2 B

Subtotal 225 224 100 33.2 CL 240 241 100 57.4 ET 2,065 2,052 99 15.3 BR 210 212 101 9.1 A

Subtotal 2,515 2,505 100 18.8 BL 45 43 96 138.1 FT 1,030 1,034 100 7.6 AR 55 57 104 4.4 A




Subtotal 90 85 94 19.3 BL 85 85 100 44.7 DT 90 91 102 8.6 AR 95 93 98 15.9 B

Subtotal 270 269 100 22.5 CL 55 59 107 19.6 BT 395 397 101 7.2 AR 50 50 100 2.2 A




NB

SB

EB

WB

SB

EB

WB




NB

381










Avg % Avg LOSL 30 30 100 43.3 DR 1,000 1,010 101 7.0 A

Subtotal 1,030 1,040 101 8.0 AT 564 567 100 37.9 DR 145 143 98 33.2 C

Subtotal 709 710 100 37.0 DL 1,665 1,564 94 59.9 ET 980 913 93 22.1 C

Subtotal 2,645 2,477 94 46.0 D

Total 4,384 4,227 96 35.4 D


NB

EB

WB

SB

EB

WB




NB

382




Avg % Avg LOSL 10 9 88 12.0 BR 15 16 108 6.5 A



Subtotal 806 803 100 2.1 A

Total 1,037 1,030 99 2.2 A


Avg % Avg LOSL 40 39 97 38.0 DR 225 233 103 25.8 C

Subtotal 265 272 103 27.5 CL 135 131 97 39.4 DT 1,492 1,482 99 2.9 A

Subtotal 1,627 1,613 99 5.9 AT 590 590 100 48.6 DR 60 60 100 19.7 B

Subtotal 650 650 100 45.9 DL 320 310 97 60.2 ET 355 345 97 17.1 BR 200 206 103 9.7 A



NB

SB

EB

WB

WB

SE




NB

383






Subtotal 320 320 100 59.2 ET 885 879 99 12.9 BR 65 68 104 6.5 A

Subtotal 950 947 100 12.4 BL 15 14 95 43.1 DT 750 749 100 15.6 BR 245 245 100 9.6 A









NB

SB

EB

WB

SB

EB

WB




NB

384









385











386











387











388











389











390











391











392











393











394











395









396









397









398









399









400









401









402









403











404











405





406









407







408







409




Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L T T R L TMaximum Queue (ft) 180 395 250 222 285 56 47 174 171 77 234 383Average Queue (ft) 57 276 128 146 165 24 26 107 113 36 150 25495th Queue (ft) 170 477 295 246 318 56 53 178 180 79 280 396Link Distance (ft) 750 6497 6497 3826Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 0 46 2 29 17 13 15 0 13 32Queuing Penalty (veh) 1 85 8 93 58 4 18 1 79 77



410







411




Movement EB EB EB B30 WB WB WB NB NB NB NB SBDirections Served L T R T L T R L T T R LMaximum Queue (ft) 236 529 250 34 230 351 129 50 194 214 117 242Average Queue (ft) 82 395 119 15 174 204 38 23 120 129 44 16495th Queue (ft) 226 760 293 107 271 463 126 56 192 215 112 287Link Distance (ft) 750 1109 6497 6497Upstream Blk Time (%) 7Queuing Penalty (veh) 33Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 0 56 3 43 14 18 22 1 13Queuing Penalty (veh) 2 105 12 140 47 6 26 2 80


Movement SB SB SBDirections Served T T RMaximum Queue (ft) 396 417 135Average Queue (ft) 284 295 2595th Queue (ft) 431 438 128Link Distance (ft) 3826 3826Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100Storage Blk Time (%) 34 39Queuing Penalty (veh) 83 11

412




Movement EB EB EB B30 WB WB WB NB NB NB NB SBDirections Served L T R T L T R L T T R LMaximum Queue (ft) 250 597 250 34 250 452 211 92 227 245 159 250Average Queue (ft) 74 288 113 4 163 187 34 25 121 128 40 16295th Queue (ft) 208 555 271 51 263 404 112 64 196 209 100 289Link Distance (ft) 750 1109 6497 6497Upstream Blk Time (%) 2Queuing Penalty (veh) 8Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 1 51 3 39 17 0 0 14 18 0 15Queuing Penalty (veh) 3 100 13 131 59 0 0 5 22 1 94



413




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 187 259 250 62 68 118 130 30 72 25 27 115Average Queue (ft) 120 194 182 19 34 67 83 8 31 9 11 6195th Queue (ft) 213 291 269 81 80 126 145 28 74 27 31 115Link Distance (ft) 2972 2972 4042 758Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 170 100 90 90Storage Blk Time (%) 21 10 11 0 3 1 3Queuing Penalty (veh) 209 23 22 0 2 0 4



414







415







416







417









418









419









420









421









422









423









424






Movement EB EB WB WB WB NB NB SB B63 B63Directions Served T R L T R L TR L TMaximum Queue (ft) 482 225 218 222 90 68 160 139 544 259Average Queue (ft) 296 61 152 111 32 25 90 71 128 3795th Queue (ft) 486 215 246 238 99 72 165 133 634 325Link Distance (ft) 891 680 4759 6497 6497Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 41 34 3 1 9 7Queuing Penalty (veh) 24 181 14 3 4 0


Movement EB EB WB WB WB NB NB SB B63 B63Directions Served T R L T R L TR L TMaximum Queue (ft) 488 211 233 297 73 60 176 144 309 90Average Queue (ft) 362 78 156 109 29 25 94 80 56 1395th Queue (ft) 556 245 239 305 81 66 172 152 440 189Link Distance (ft) 891 680 4759 6497 6497Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 43 39 3 0 8 6Queuing Penalty (veh) 25 208 13 0 3 0

425




Movement EB EB WB WB WB B53 NB NB SB B63 B63Directions Served T R L T R T L TR L TMaximum Queue (ft) 548 249 245 512 73 94 62 173 118 914 491Average Queue (ft) 374 79 198 245 30 22 28 114 68 310 11095th Queue (ft) 559 250 280 579 83 187 68 204 124 1158 593Link Distance (ft) 891 680 1710 4759 6497 6497Upstream Blk Time (%) 4Queuing Penalty (veh) 38Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 51 55 5 0 14 5Queuing Penalty (veh) 34 341 31 1 6 0


Movement EB EB WB WB WB B53 NB NB SB B63 B63Directions Served T R L T R T L TR L TMaximum Queue (ft) 590 250 246 524 105 159 53 173 130 992 685Average Queue (ft) 497 112 199 296 34 94 28 104 82 548 35195th Queue (ft) 727 302 293 705 112 453 62 175 160 1677 1114Link Distance (ft) 891 680 1710 4759 6497 6497Upstream Blk Time (%) 9Queuing Penalty (veh) 74Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 52 62 5 12 9Queuing Penalty (veh) 30 333 23 5 0



426









427









428









429






430




Avg % Avg LOSL 322 256 80 75.9 ET 10 9 88 2.2 AR 35 30 85 25.5 C

Subtotal 367 295 80 68.5 ET 733 702 96 17.0 BR 483 463 96 15.2 B

Subtotal 1,216 1,165 96 16.3 BL 75 72 96 23.5 CT 592 604 102 8.6 A

Subtotal 667 676 101 10.2 B

Total 2,250 2,136 95 21.7 C


Avg % Avg LOSL 35 33 94 56.6 ET 601 570 95 42.9 DR 352 331 94 22.1 C

Subtotal 988 934 95 36.0 DL 276 258 93 156.8 FT 1,392 1,323 95 131.7 FR 30 32 107 108.5 F

Subtotal 1,698 1,613 95 135.3 FL 70 61 87 114.1 FT 364 324 89 150.4 FR 125 109 87 98.0 F




NB

SB

EB

WB

NE

SW




NW

431




Avg % Avg LOSL 50 45 90 56.4 ET 130 121 93 7.2 AR 99 90 91 26.6 C

Subtotal 279 256 92 22.7 CL 90 87 96 56.9 ET 15 16 108 51.2 DR 120 121 101 39.2 D

Subtotal 225 224 100 46.9 DL 240 78 32 1183.3 FT 2,512 1,284 51 93.0 FR 210 110 52 78.8 E

Subtotal 2,962 1,472 50 149.7 FL 143 134 94 758.1 FT 1,661 1,590 96 132.8 FR 55 51 93 121.5 F

Subtotal 1,859 1,775 95 179.7 FTotal 5,325 3,727 70 165.4 F


Avg % Avg LOSL 20 20 101 82.2 FT 61 61 100 47.5 DR 134 136 101 10.4 B

Subtotal 215 217 101 27.4 CL 85 60 71 73.7 ET 162 110 68 37.1 DR 120 86 72 48.3 D


Subtotal 812 830 102 11.4 BL 329 266 81 29.0 CT 1,106 865 78 15.3 BR 145 118 81 4.4 A



NB

SB

EB

WB

SB

EB

WB




NB

432





Subtotal 240 235 98 36.6 DL 235 244 104 73.0 ET 210 209 100 62.0 ER 245 244 100 11.4 B

Subtotal 690 697 101 48.1 DL 105 103 98 27.4 CT 773 766 99 12.9 BR 40 40 99 11.0 B

Subtotal 918 909 99 14.5 BL 105 82 78 26.8 CT 1,270 942 74 17.7 BR 175 133 76 12.1 B



Avg % Avg LOSL 30 30 100 42.3 DR 1,221 1,215 99 12.3 B

Subtotal 1,251 1,245 100 13.0 BT 932 895 96 109.2 FR 145 140 96 99.2 F

Subtotal 1,077 1,035 96 107.8 FL 1,977 1,484 75 65.1 ET 1,500 1,104 74 22.5 C

Subtotal 3,477 2,588 74 46.9 D

Total 5,806 4,868 84 51.9 D


NB

EB

WB

SB

EB

WB




NB

433




Avg % Avg LOSL 10 10 98 16.2 CR 15 16 108 7.0 A

Subtotal 25 26 104 10.5 BL 20 19 96 5.3 AT 12 11 96 0.6 AR 228 195 85 2.0 A


Subtotal 914 863 94 2.2 A

Total 1,198 1,114 93 2.4 A



Subtotal 376 355 94 135.4 FL 261 198 76 145.2 FT 1,797 1,444 80 9.3 A

Subtotal 2,058 1,642 80 25.7 CT 688 593 86 83.1 FR 68 61 90 47.5 D

Subtotal 756 654 87 79.8 EL 336 291 87 90.1 FT 512 452 88 30.9 CR 368 320 87 22.6 C

Subtotal 1,216 1,063 87 44.6 DTotal 4,405 3,714 84 52.7 D


NB

SB

EB

WB

WB

SE




NB

434




Avg % Avg LOSL 110 106 96 46.7 DT 180 185 103 39.7 DR 10 12 117 33.5 C

Subtotal 300 303 101 41.9 DL 242 193 80 414.7 FT 140 110 78 335.7 FR 36 30 83 307.3 F

Subtotal 418 333 80 378.9 FL 11 9 80 85.6 FT 1,120 917 82 66.3 ER 65 54 83 45.3 D

Subtotal 1,196 980 82 65.3 EL 15 12 81 78.5 ET 1,070 950 89 37.1 DR 351 303 86 29.0 C

Subtotal 1,436 1,265 88 35.6 DTotal 3,350 2,881 86 92.2 F



Subtotal 688 492 72 257.2 FL 125 127 102 32.5 CT 53 54 102 26.5 CR 135 131 97 19.2 B

Subtotal 313 312 100 25.9 CL 118 84 71 350.4 FT 549 418 76 95.8 FR 704 541 77 79.6 E

Subtotal 1,371 1,043 76 107.9 FL 35 32 91 86.2 FT 759 760 100 34.3 CR 181 179 99 16.6 B

Subtotal 975 971 100 32.7 CTotal 3,347 2,818 84 102.1 F


NB

SB

EB

WB

SB

EB

WB




NB

435









436











437











438











439











440











441











442











443











444











445











446









447









448









449









450









451











452











453











454











455











456









457






Movement NW NW NE SW SWDirections Served L R T L TMaximum Queue (ft) 342 140 278 71 250Average Queue (ft) 252 30 126 36 10495th Queue (ft) 400 120 274 76 240Link Distance (ft) 1109 5212 986Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 150 375Storage Blk Time (%) 37 4 0Queuing Penalty (veh) 12 19 0


Movement NW NW NE NE SW SWDirections Served L R T R L TMaximum Queue (ft) 377 212 288 52 93 252Average Queue (ft) 234 53 157 7 51 11195th Queue (ft) 380 191 328 58 95 256Link Distance (ft) 1109 5212 986Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 150 200 375Storage Blk Time (%) 34 0 5 0Queuing Penalty (veh) 13 0 27 0

458






Movement NW NW NE NE SW SWDirections Served L R T R L TMaximum Queue (ft) 441 255 530 137 99 285Average Queue (ft) 250 38 155 22 39 9995th Queue (ft) 406 151 470 173 83 230Link Distance (ft) 1109 5212 986Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 150 200 375Storage Blk Time (%) 35 0 3 3 0Queuing Penalty (veh) 12 0 17 23 0

459




Movement EB EB EB B30 WB WB WB NB NB NB NB SBDirections Served L T R T L T R L T T R LMaximum Queue (ft) 209 529 238 58 250 2017 155 65 220 216 216 250Average Queue (ft) 83 381 153 21 249 1504 46 23 165 160 127 21695th Queue (ft) 231 719 318 142 249 2443 144 74 239 237 217 314Link Distance (ft) 750 1109 6497 6497Upstream Blk Time (%) 7Queuing Penalty (veh) 39Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 1 67 5 76 29 0 23 25 10 43Queuing Penalty (veh) 5 125 20 307 187 0 8 86 29 285



460







461




Movement EB EB EB B30 WB WB WB NB NB NB NB SBDirections Served L T R T L T R L T T R LMaximum Queue (ft) 232 752 250 355 250 2602 129 93 246 273 224 250Average Queue (ft) 108 622 185 214 249 2582 49 33 192 200 148 22895th Queue (ft) 270 963 335 798 250 2605 170 101 280 305 252 309Link Distance (ft) 750 1109 6497 6497Upstream Blk Time (%) 29 2Queuing Penalty (veh) 182 15Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 2 80 8 78 37 30 34 14 47Queuing Penalty (veh) 11 174 39 364 271 12 132 45 360



462




Movement EB EB EB B30 WB WB WB NB NB NB NB SBDirections Served L T R T L T R L T T R LMaximum Queue (ft) 249 811 250 593 250 2601 172 57 227 258 231 250Average Queue (ft) 137 749 161 416 249 2580 48 28 164 174 128 23195th Queue (ft) 309 995 334 1157 249 2603 160 63 244 271 243 301Link Distance (ft) 750 1109 6497 6497Upstream Blk Time (%) 58 18Queuing Penalty (veh) 310 99Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 3 80 5 76 34 0 31 38 13 50Queuing Penalty (veh) 15 150 22 306 215 0 10 128 38 336



463




Movement EB EB EB B30 WB WB WB NB NB NB NB SBDirections Served L T R T L T R L T T R LMaximum Queue (ft) 250 824 250 593 250 2609 249 120 280 305 249 250Average Queue (ft) 104 540 160 183 249 2280 46 28 170 176 129 22595th Queue (ft) 267 960 328 743 249 3186 154 77 255 272 232 306Link Distance (ft) 750 1109 6497 6497Upstream Blk Time (%) 28 5Queuing Penalty (veh) 154 29Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 2 72 5 77 34 0 0 28 33 11 49Queuing Penalty (veh) 8 141 23 322 225 0 0 10 115 35 340



464







465







466




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 300 1520 1530 36 245 2947 2904 66 60 39 87 154Average Queue (ft) 297 1503 1507 13 227 2424 2402 17 36 12 41 8795th Queue (ft) 306 1520 1532 37 314 3346 3293 89 72 47 93 167Link Distance (ft) 2972 2972 4042 758Upstream Blk Time (%) 21 19Queuing Penalty (veh) 0 0Storage Bay Dist (ft) 100 100 170 100 90 90Storage Blk Time (%) 100 3 6 84 3 11 2 0 1 5Queuing Penalty (veh) 1391 7 14 780 4 7 3 0 1 7



467







468









469









470









471









472









473









474









475









476




Movement EB EB B61 WB WB WB B53 NB NB SB SB B63Directions Served T R T L T R T L TR L TR TMaximum Queue (ft) 819 207 104 247 659 174 618 727 300 246 367 3166Average Queue (ft) 598 104 26 217 470 83 259 461 274 185 203 282895th Queue (ft) 929 295 182 308 928 223 903 994 350 317 833 4160Link Distance (ft) 891 703 680 1710 4759 1990 6497Upstream Blk Time (%) 10 0 20Queuing Penalty (veh) 57 0 267Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 62 70 11 1 3 75 54 0Queuing Penalty (veh) 47 684 83 7 10 45 29 0


Movement B63Directions ServedMaximum Queue (ft) 1418Average Queue (ft) 126395th Queue (ft) 1640Link Distance (ft) 6497Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)

477




Movement EB EB B61 B16 B15 B19 WB WB WB B53 NB NBDirections Served T R T T T T L T R T L TRMaximum Queue (ft) 876 229 183 132 63 66 230 650 209 798 1062 300Average Queue (ft) 783 94 132 75 46 43 192 493 81 571 727 27795th Queue (ft) 1033 280 591 400 300 304 317 1013 231 1608 1905 354Link Distance (ft) 891 703 569 510 642 680 1710 4759Upstream Blk Time (%) 23 14 9 7 3 23 0Queuing Penalty (veh) 119 73 45 36 18 274 1Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 71 0 58 13 0 3 82Queuing Penalty (veh) 46 1 492 86 3 10 43


Movement SB SB B64 B63 B63Directions Served L TR T TMaximum Queue (ft) 283 694 300 4537 2233Average Queue (ft) 232 498 217 3806 156995th Queue (ft) 348 1718 1075 5596 2576Link Distance (ft) 1990 1419 6497 6497Upstream Blk Time (%) 14 13 1Queuing Penalty (veh) 280 259 12Storage Bay Dist (ft) 100Storage Blk Time (%) 76 0Queuing Penalty (veh) 36 1

478




Movement EB EB B61 B16 B15 B19 WB WB WB B53 NB NBDirections Served T R T T T T L T R T L TRMaximum Queue (ft) 892 250 183 132 63 66 250 710 232 984 1131 300Average Queue (ft) 553 98 40 19 11 11 200 391 73 282 388 25395th Queue (ft) 906 285 298 190 143 145 301 881 206 1079 1163 358Link Distance (ft) 891 703 569 510 642 680 1710 4759Upstream Blk Time (%) 8 4 2 2 1 16 0Queuing Penalty (veh) 44 18 11 9 4 193 0Storage Bay Dist (ft) 100 100 100 100Storage Blk Time (%) 58 0 62 10 0 2 69Queuing Penalty (veh) 39 0 548 73 3 7 37


Movement SB SB B64 B63 B63Directions Served L TR T TMaximum Queue (ft) 299 730 300 4537 2235Average Queue (ft) 193 204 54 2478 112995th Queue (ft) 318 959 511 4640 2062Link Distance (ft) 1990 1419 6497 6497Upstream Blk Time (%) 4 3 0Queuing Penalty (veh) 70 65 3Storage Bay Dist (ft) 100Storage Blk Time (%) 58 1Queuing Penalty (veh) 28 1


Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T R L T R L T R L T RMaximum Queue (ft) 73 343 98 162 511 250 119 203 18 249 689 62Average Queue (ft) 16 248 34 38 322 136 70 106 6 218 431 1895th Queue (ft) 86 383 134 156 556 295 126 187 22 303 983 72Link Distance (ft) 1710 1701 1846Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100 100Storage Blk Time (%) 24 0 26 1 7 13 78 14 1Queuing Penalty (veh) 18 0 90 12 13 15 133 36 2

479




Movement EB EB EB B53 WB WB WB NB NB NB SB SBDirections Served L T R T L T R L T R L TMaximum Queue (ft) 77 544 186 70 99 631 232 123 215 20 248 1049Average Queue (ft) 19 433 53 35 16 386 147 71 113 5 232 83695th Queue (ft) 103 1114 195 267 86 732 305 136 210 19 299 1671Link Distance (ft) 1710 680 1701 1846Upstream Blk Time (%) 6 1 5Queuing Penalty (veh) 70 8 0Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 36 29 1 5 16 84 12Queuing Penalty (veh) 27 102 10 9 18 144 33



480




Movement EB EB EB B53 WB WB WB NB NB NB SB SBDirections Served L T R T L T R L T R L TMaximum Queue (ft) 81 753 167 138 109 875 250 129 182 40 250 1607Average Queue (ft) 19 571 56 97 24 634 179 77 120 9 248 127695th Queue (ft) 90 1516 204 469 110 1199 331 139 201 57 266 1947Link Distance (ft) 1710 680 1701 1846Upstream Blk Time (%) 14 4 8Queuing Penalty (veh) 187 52 0Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 39 0 29 3 8 21 94 19Queuing Penalty (veh) 33 1 117 41 16 27 184 58



481




Movement EB EB EB B53 WB WB WB NB NB NB SB SBDirections Served L T R T L T R L T R L TMaximum Queue (ft) 91 1407 208 414 90 1029 250 115 163 16 250 1762Average Queue (ft) 16 1177 59 288 20 699 197 65 88 5 249 165995th Queue (ft) 100 2271 218 812 115 1321 342 120 167 20 251 2154Link Distance (ft) 1710 680 1701 1846Upstream Blk Time (%) 39 14 48Queuing Penalty (veh) 454 164 0Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 58 33 2 3 10 94 14Queuing Penalty (veh) 43 117 24 5 12 160 38



482




Movement EB EB EB B53 WB WB WB NB NB NB SB SBDirections Served L T R T L T R L T R L TMaximum Queue (ft) 165 1416 230 415 234 1088 250 151 238 48 250 1762Average Queue (ft) 18 607 51 105 24 510 164 71 107 6 237 105095th Queue (ft) 95 1594 191 493 119 1048 323 131 194 34 296 2052Link Distance (ft) 1710 680 1701 1846Upstream Blk Time (%) 15 5 15Queuing Penalty (veh) 178 56 0Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 39 0 0 29 2 6 15 88 15Queuing Penalty (veh) 30 0 0 107 22 11 18 155 42


Movement SBDirections Served RMaximum Queue (ft) 114Average Queue (ft) 1795th Queue (ft) 67Link Distance (ft)Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100Storage Blk Time (%) 0Queuing Penalty (veh) 1

483




Movement EB EB EB B57 WB WB WB NB NB NB SB SBDirections Served L T R T L T R L T R L TMaximum Queue (ft) 209 720 220 223 154 565 233 250 1050 14 123 77Average Queue (ft) 144 337 121 35 50 363 115 249 958 3 75 3495th Queue (ft) 273 1084 229 371 156 590 287 252 1188 15 138 84Link Distance (ft) 1798 1701Upstream Blk Time (%) 4 0Queuing Penalty (veh) 54 1Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 51 16 9 0 38 0 83 5 4 0Queuing Penalty (veh) 621 124 56 0 78 0 117 29 7 1



484







485







486







487








488




Avg % Avg LOSL 322 315 98 64.7 ET 10 12 117 0.3 AR 35 33 94 12.1 B

Subtotal 367 360 98 57.7 ET 733 749 102 18.5 BR 483 476 99 10.8 B

Subtotal 1,216 1,225 101 15.5 BL 75 71 95 33.7 CT 592 602 102 10.5 B

Subtotal 667 673 101 12.9 B

Total 2,250 2,258 100 21.6 C




Subtotal 1,698 1,674 99 33.6 CL 70 67 96 34.5 CT 364 356 98 53.5 DR 125 123 99 30.1 C

Subtotal 559 546 98 45.9 DL 541 515 95 98.2 FT 302 301 100 36.7 DR 118 123 104 9.0 A



NB

SB

EB

WB

NE

SW




NW

489





Subtotal 279 247 89 20.6 CL 90 92 102 60.9 ET 15 15 102 51.0 DR 120 121 101 15.1 B

Subtotal 225 228 101 35.9 DL 240 241 100 37.7 DT 2,512 2,502 100 16.6 BR 210 211 101 6.6 A

Subtotal 2,962 2,954 100 17.6 BL 143 146 102 50.3 DT 1,661 1,669 100 16.0 BR 55 58 105 7.9 A




Subtotal 215 213 99 32.9 CL 85 83 98 65.6 ET 162 164 101 41.9 DR 120 123 102 59.5 E


Subtotal 812 805 99 11.9 BL 329 259 79 28.5 CT 1,106 895 81 17.0 BR 145 117 81 4.9 A



NB

SB

EB

WB

SB

EB

WB




NB

490






Subtotal 690 688 100 37.9 DL 105 101 96 27.6 CT 773 770 100 13.6 BR 40 43 107 12.0 B

Subtotal 918 914 100 15.1 BL 105 81 77 28.9 CT 1,270 955 75 18.8 BR 175 137 78 12.9 B



Avg % Avg LOSL 30 28 93 45.0 DR 1,221 1,226 100 12.6 B

Subtotal 1,251 1,254 100 13.3 BT 932 895 96 103.6 FR 145 140 96 94.8 F

Subtotal 1,077 1,035 96 102.4 FL 1,977 1,484 75 64.7 ET 1,500 1,124 75 22.7 C

Subtotal 3,477 2,608 75 46.6 D

Total 5,806 4,897 84 50.4 D


NB

EB

WB

SB

EB

WB




NB

491




Avg % Avg LOSL 10 9 88 12.8 BR 15 15 102 7.0 A



Subtotal 914 909 99 2.2 A

Total 1,198 1,188 99 2.4 A


Avg % Avg LOSL 54 54 100 71.9 ET 76 73 96 116.2 FR 246 236 96 88.7 F

Subtotal 376 363 97 91.7 FL 261 220 84 44.8 DT 1,797 1,493 83 4.1 A

Subtotal 2,058 1,713 83 9.3 AT 688 653 95 71.1 ER 68 72 106 38.8 D

Subtotal 756 725 96 67.9 EL 336 314 93 136.9 FT 512 508 99 21.2 CR 368 371 101 5.2 A



NB

SB

EB

WB

WB

SE




NB

492




Avg % Avg LOSL 110 110 100 31.0 CT 180 174 97 24.2 CR 10 10 98 11.7 B


Subtotal 418 424 101 34.9 CL 11 10 89 75.6 ET 1,120 1,029 92 17.2 BR 65 64 98 6.1 A

Subtotal 1,196 1,103 92 17.1 BL 15 14 95 55.6 ET 1,070 1,089 102 20.1 CR 351 351 100 10.9 B









NB

SB

EB

WB

SB

EB

WB




NB

493









494











495











496











497











498











499











500











501











502











503











504









505









506









507









508









509











510











511











512











513











514









515




Movement NW NW NE NE SW SWDirections Served L R T R L TMaximum Queue (ft) 303 45 255 17 93 214Average Queue (ft) 211 13 143 2 43 11495th Queue (ft) 319 42 269 36 102 215Link Distance (ft) 1109 1109 5200 986Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 375Storage Blk Time (%) 3Queuing Penalty (veh) 12





516




Movement NW NW NE NE SW SWDirections Served L R T R L TMaximum Queue (ft) 326 39 280 36 85 233Average Queue (ft) 235 10 156 8 46 11995th Queue (ft) 381 38 291 71 87 242Link Distance (ft) 1109 1109 5200 986Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 375Storage Blk Time (%) 5 0Queuing Penalty (veh) 22 1



517




Movement EB EB EB EB WB WB WB WB WB NB NB NBDirections Served L T T R L L T T R L T TMaximum Queue (ft) 85 161 174 125 265 276 187 118 55 42 207 206Average Queue (ft) 44 100 115 65 187 189 96 59 29 20 136 13995th Queue (ft) 87 163 179 129 268 272 187 117 59 46 215 219Link Distance (ft) 751 751 6479 6479Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 200 200 100 100Storage Blk Time (%) 0 13 19 6 9 12 0 1 19 20Queuing Penalty (veh) 0 9 23 10 13 18 0 1 6 69


Movement NB SB SB SB SBDirections Served R L T T RMaximum Queue (ft) 157 249 385 393 113Average Queue (ft) 76 160 257 270 2795th Queue (ft) 154 278 392 397 138Link Distance (ft) 3808 3808Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100Storage Blk Time (%) 4 19 26 31Queuing Penalty (veh) 11 129 70 9

518




Movement EB EB EB EB WB WB WB WB WB NB NB NBDirections Served L T T R L L T T R L T TMaximum Queue (ft) 79 161 171 119 257 288 223 116 63 56 225 260Average Queue (ft) 38 122 131 68 188 201 111 63 31 26 143 15495th Queue (ft) 83 191 198 138 285 322 258 126 63 63 216 251Link Distance (ft) 751 751 6479 6479Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 200 200 100 100Storage Blk Time (%) 0 15 19 1 10 12 0 1 0 0 24 28Queuing Penalty (veh) 1 10 23 2 14 18 2 1 0 0 8 93



519







520




Movement EB EB EB EB WB WB WB WB WB NB NB NBDirections Served L T T R L L T T R L T TMaximum Queue (ft) 91 173 183 128 295 366 578 515 59 49 261 289Average Queue (ft) 42 134 145 69 256 312 444 369 27 23 152 15895th Queue (ft) 96 192 198 135 376 516 1171 1051 58 57 262 270Link Distance (ft) 751 751 6479 6479Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 200 200 100 100Storage Blk Time (%) 1 17 25 4 46 50 0 1 0 21 24Queuing Penalty (veh) 2 12 30 7 66 72 0 1 0 7 83



521







522




Movement EB EB EB EB EB WB WB WB WB WB NB NBDirections Served L T T T R L T T T R L TMaximum Queue (ft) 189 319 305 290 115 167 201 227 230 115 62 37Average Queue (ft) 107 247 239 210 41 91 147 168 163 32 30 1195th Queue (ft) 206 343 326 305 124 173 224 254 263 123 69 44Link Distance (ft) 2972 2972 2972 4030Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 250 100 90Storage Blk Time (%) 14 21 17 0 0 0 14 1 0Queuing Penalty (veh) 114 49 34 2 2 0 8 1 0


Movement NB SB SB SBDirections Served R L T RMaximum Queue (ft) 78 165 62 77Average Queue (ft) 36 88 20 3995th Queue (ft) 78 191 89 79Link Distance (ft) 746Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 90 115 115Storage Blk Time (%) 1 11 0Queuing Penalty (veh) 1 15 0

523




Movement EB EB EB EB EB WB WB WB WB WB NB NBDirections Served L T T T R L T T T R L TMaximum Queue (ft) 230 456 347 291 128 153 215 246 245 89 67 30Average Queue (ft) 140 259 232 201 33 100 149 166 159 24 38 1095th Queue (ft) 241 529 345 308 113 172 230 254 265 97 78 31Link Distance (ft) 2972 2972 2972 4030Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 250 100 90Storage Blk Time (%) 18 22 17 0 0 16 2Queuing Penalty (veh) 143 51 34 0 0 8 2



524




Movement EB EB EB EB EB WB WB WB WB WB NB NBDirections Served L T T T R L T T T R L TMaximum Queue (ft) 286 418 396 414 274 181 257 291 295 144 78 44Average Queue (ft) 182 316 307 295 114 107 190 217 217 42 34 1495th Queue (ft) 333 448 430 450 315 182 274 310 315 147 80 50Link Distance (ft) 2972 2972 2972 4030Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 250 100 90Storage Blk Time (%) 26 23 20 0 1 20 1 0Queuing Penalty (veh) 242 62 46 1 1 12 1 1



525




Movement EB EB EB EB EB WB WB WB WB WB NB NBDirections Served L T T T R L T T T R L TMaximum Queue (ft) 290 390 391 346 249 149 236 252 244 130 62 31Average Queue (ft) 152 257 263 225 61 101 147 166 151 28 37 1295th Queue (ft) 298 387 395 361 215 176 235 255 255 116 72 35Link Distance (ft) 2972 2972 2972 4030Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 250 100 90Storage Blk Time (%) 13 23 18 0 0 0 15 1Queuing Penalty (veh) 104 53 37 1 0 0 8 1


Movement NB SB SB SBDirections Served R L T RMaximum Queue (ft) 65 120 42 65Average Queue (ft) 35 75 15 3595th Queue (ft) 70 134 63 65Link Distance (ft) 746Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 90 115 115Storage Blk Time (%) 1 4Queuing Penalty (veh) 0 5

526









527









528









529









530









531









532









533






Movement EB EB WB WB WB NB NB SB SB B63 B63Directions Served T R L T R L TR L TR TMaximum Queue (ft) 565 229 305 190 41 323 255 199 74 2508 1374Average Queue (ft) 400 85 206 81 18 172 206 124 30 1700 84295th Queue (ft) 648 257 326 220 43 501 345 212 79 3078 1675Link Distance (ft) 891 674 674 4752 1990 6479 6479Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 200 100 100Storage Blk Time (%) 48 25 1 44 22 0Queuing Penalty (veh) 31 122 3 23 10 0

534




Movement EB EB WB WB WB B53 B53 NB NB SB SB B63Directions Served T R L T R T T L TR L TR TMaximum Queue (ft) 645 249 394 470 40 105 87 385 286 213 100 3676Average Queue (ft) 528 97 319 214 18 28 12 202 225 136 35 297895th Queue (ft) 794 278 490 641 40 188 130 482 356 217 86 3930Link Distance (ft) 891 674 674 1703 1703 4752 1990 6479Upstream Blk Time (%) 5Queuing Penalty (veh) 32Storage Bay Dist (ft) 100 200 100 100Storage Blk Time (%) 52 65 0 1 59 25 0Queuing Penalty (veh) 34 318 0 3 31 12 1



535




Movement EB EB B61 WB WB WB B53 B53 NB NB SB SBDirections Served T R T L T R T T L TR L TRMaximum Queue (ft) 767 227 9 427 624 442 439 383 486 294 222 99Average Queue (ft) 583 126 1 374 452 177 212 158 288 237 132 3595th Queue (ft) 828 313 19 543 963 615 722 614 811 359 229 111Link Distance (ft) 891 703 674 674 1703 1703 4752 1990Upstream Blk Time (%) 1 31 3Queuing Penalty (veh) 5 211 18Storage Bay Dist (ft) 100 200 100 100Storage Blk Time (%) 59 72 2 2 55 26 0Queuing Penalty (veh) 45 409 8 6 33 14 1


Movement B63 B63Directions Served TMaximum Queue (ft) 5597 3136Average Queue (ft) 4627 256995th Queue (ft) 6126 3550Link Distance (ft) 6479 6479Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)

536




Movement EB EB WB WB WB B53 B53 NB NB SB SB B63Directions Served T R L T R T T L TR L TR TMaximum Queue (ft) 838 250 441 710 574 643 614 589 290 203 106 6322Average Queue (ft) 727 100 413 584 297 530 476 384 240 128 39 612595th Queue (ft) 884 289 520 1057 795 1280 1210 1007 363 205 110 6889Link Distance (ft) 891 674 674 1703 1703 4752 1990 6479Upstream Blk Time (%) 1 44 3 0Queuing Penalty (veh) 3 257 17 4Storage Bay Dist (ft) 100 200 100 100Storage Blk Time (%) 59 87 5 1 66 23 0Queuing Penalty (veh) 38 426 15 3 34 11 1



537




Movement EB EB B61 WB WB WB B53 B53 NB NB SB SBDirections Served T R T L T R T T L TR L TRMaximum Queue (ft) 851 250 9 445 748 576 661 614 649 300 245 166Average Queue (ft) 560 102 0 328 333 127 192 161 262 227 130 3595th Queue (ft) 863 286 9 521 859 512 770 700 742 358 216 98Link Distance (ft) 891 703 674 674 1703 1703 4752 1990Upstream Blk Time (%) 0 20 1Queuing Penalty (veh) 2 125 9Storage Bay Dist (ft) 100 200 100 100Storage Blk Time (%) 54 62 2 1 56 24 0Queuing Penalty (veh) 37 319 6 4 30 12 1


Movement B63 B63Directions Served TMaximum Queue (ft) 6322 4488Average Queue (ft) 3858 221995th Queue (ft) 6858 4409Link Distance (ft) 6479 6479Upstream Blk Time (%) 0Queuing Penalty (veh) 1Storage Bay Dist (ft)Storage Blk Time (%)Queuing Penalty (veh)

538




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 30 211 232 69 30 245 237 167 93 139 13 200Average Queue (ft) 8 143 160 26 11 167 155 74 56 79 3 13695th Queue (ft) 27 221 252 94 33 249 244 155 102 139 14 217Link Distance (ft) 1703 1703 1697 1697Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 18 24 19 17 3 2 5 25Queuing Penalty (veh) 2 15 3 56 14 4 6 43



539







540




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 33 207 201 42 38 327 326 246 121 171 12 223Average Queue (ft) 10 140 153 20 13 202 189 122 65 83 2 14795th Queue (ft) 36 214 218 48 50 331 325 244 129 163 11 239Link Distance (ft) 1703 1703 1697 1697Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 17 24 1 26 21 7 4 8 32Queuing Penalty (veh) 2 17 3 4 81 40 9 10 63



541







542







543




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 124 129 161 212 97 282 247 110 249 486 12 99Average Queue (ft) 73 70 78 139 42 197 165 53 219 206 3 5495th Queue (ft) 147 135 166 245 103 292 258 130 282 557 13 105Link Distance (ft) 1794 1794Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 12 3 4 18 3 32 21 0 42 1 2Queuing Penalty (veh) 31 4 25 48 11 11 37 1 60 3 4


Movement SB SBDirections Served T RMaximum Queue (ft) 52 70Average Queue (ft) 18 3695th Queue (ft) 53 74Link Distance (ft)Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100Storage Blk Time (%) 0 0Queuing Penalty (veh) 0 0

544






Movement SB SBDirections Served T RMaximum Queue (ft) 76 63Average Queue (ft) 28 3795th Queue (ft) 82 70Link Distance (ft)Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100Storage Blk Time (%) 0Queuing Penalty (veh) 0

545







546







547








548




Avg % Avg LOSL 315 287 91 79.1 ET 1 1 100 1.9 AR 40 36 89 36.0 D

Subtotal 356 324 91 74.1 ET 860 860 100 22.0 CR 570 564 99 15.1 B

Subtotal 1,430 1,424 100 19.3 BL 55 53 96 38.9 DT 670 676 101 9.2 A

Subtotal 725 729 101 11.4 B

Total 2,511 2,477 99 24.2 C


Avg % Avg LOSL 40 36 89 60.3 ET 585 555 95 36.0 DR 150 146 97 14.5 B

Subtotal 775 737 95 32.9 CL 305 297 97 88.7 FT 1,460 1,435 98 67.9 ER 35 37 105 52.5 D

Subtotal 1,800 1,769 98 71.1 EL 80 77 96 101.8 FT 400 377 94 119.9 FR 145 136 94 82.2 F




NB

SB

EB

WB

NE

SW




NW

549




Avg % Avg LOSL 160 143 89 81.0 FT 16 14 85 43.0 DR 20 18 91 39.9 D


Subtotal 275 272 99 33.9 CL 335 234 70 291.6 FT 2,600 1,854 71 102.5 FR 225 158 70 89.5 F

Subtotal 3,160 2,246 71 121.3 FL 35 34 96 144.4 FT 1,300 1,295 100 9.0 AR 55 56 102 5.5 A

Subtotal 1,390 1,385 100 12.2 BTotal 5,022 4,078 81 77.4 E




Subtotal 276 209 76 41.1 DL 50 50 100 24.8 CT 535 546 102 7.1 AR 40 38 94 2.7 A




NB

SB

EB

WB

SB

EB

WB




NB

550





Subtotal 235 233 99 34.9 CL 280 277 99 49.8 DT 195 202 103 41.4 DR 285 288 101 10.3 B


Subtotal 671 658 98 14.8 BL 105 87 83 22.6 CT 926 757 82 20.4 CR 205 170 83 14.1 B



Avg % Avg LOSL 40 37 92 46.8 DR 1,155 1,176 102 10.0 A

Subtotal 1,195 1,213 102 11.1 BT 670 655 98 68.4 ER 180 186 103 49.3 D

Subtotal 850 841 99 64.2 EL 1,925 1,550 81 64.3 ET 1,195 975 82 22.8 C

Subtotal 3,120 2,525 81 48.3 D

Total 5,165 4,579 89 41.5 D


NB

EB

WB

SB

EB

WB




NB

551




Avg % Avg LOSL 15 13 88 13.8 BR 15 15 102 8.0 A



Subtotal 985 966 98 2.3 A

Total 1,240 1,198 97 2.6 A


Avg % Avg LOSL 40 40 99 36.0 DR 225 232 103 26.0 C

Subtotal 265 272 103 27.5 CL 135 124 92 43.4 DT 1,765 1,591 90 2.9 A

Subtotal 1,900 1,715 90 5.8 AT 815 725 89 80.1 FR 60 56 93 46.3 D

Subtotal 875 781 89 77.7 EL 320 271 85 132.6 FT 556 478 86 47.0 DR 200 169 84 38.8 D

Subtotal 1,076 918 85 70.8 ETotal 4,117 3,686 90 39.4 D


NB

SB

EB

WB

WB

SE




NB

552






Subtotal 320 294 92 228.2 FT 1,111 1,007 91 13.5 BR 65 66 101 8.6 A

Subtotal 1,176 1,073 91 13.2 BL 15 12 81 62.4 ET 951 853 90 38.6 DR 245 223 91 30.1 C




Subtotal 540 456 84 230.8 FL 80 80 100 27.4 CT 40 44 109 25.5 CR 170 175 103 14.4 B

Subtotal 290 299 103 19.5 BL 170 146 86 147.8 FT 441 384 87 51.0 DR 675 584 87 41.4 D

Subtotal 1,286 1,114 87 58.7 EL 25 22 88 57.3 ET 600 585 97 25.7 CR 115 114 99 8.6 A

Subtotal 740 721 97 24.0 CTotal 2,858 2,590 91 77.1 E


NB

SB

EB

WB

SB

EB

WB




NB

553









554











555











556











557











558











559











560











561











562











563











564









565









566









567









568









569









570









571









572











573











574





575









576







577




Movement EB EB EB B30 WB WB WB NB NB NB NB SBDirections Served L T R T L T R L T T R LMaximum Queue (ft) 218 507 249 5 241 569 171 60 208 222 150 250Average Queue (ft) 97 348 160 1 199 336 50 27 146 161 59 19995th Queue (ft) 242 576 318 10 294 784 154 60 219 241 157 310Link Distance (ft) 750 1109 6497 6497Upstream Blk Time (%) 0Queuing Penalty (veh) 3Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 3 64 3 61 35 19 25 0 34Queuing Penalty (veh) 17 139 13 240 143 8 35 1 236



578







579







580







581







582







583







584







585







586









587









588









589









590









591









592









593








Movement EB EB WB WB WB B53 NB NB SB B63 B63Directions Served T R L T R T L TR L TMaximum Queue (ft) 805 206 247 654 171 579 53 166 138 1808 1006Average Queue (ft) 685 52 213 488 65 355 29 95 84 1327 68095th Queue (ft) 844 201 303 943 212 1259 65 172 142 2786 1483Link Distance (ft) 891 680 1710 4759 6497 6497Upstream Blk Time (%) 0 22Queuing Penalty (veh) 0 226Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 56 75 10 0 11 9Queuing Penalty (veh) 32 548 50 0 4 0

594




Movement EB EB B61 WB WB WB B53 NB NB SB B63 B63Directions Served T R T L T R T L TR L TMaximum Queue (ft) 828 250 5 250 776 229 1218 98 191 132 2522 1262Average Queue (ft) 673 71 1 242 654 82 819 33 121 79 2075 101995th Queue (ft) 844 239 11 281 992 245 1947 106 202 146 3316 1663Link Distance (ft) 891 703 680 1710 4759 6497 6497Upstream Blk Time (%) 0 46 2Queuing Penalty (veh) 3 552 20Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 60 84 12 0 14 7Queuing Penalty (veh) 40 705 68 0 6 0


Movement EB EB WB WB WB B53 NB NB SB B63 B63Directions Served T R L T R T L TR L TMaximum Queue (ft) 792 227 250 786 248 1503 85 172 141 3668 1668Average Queue (ft) 699 110 249 759 75 1335 33 107 79 3065 134995th Queue (ft) 826 303 249 798 227 2086 92 185 145 4315 1941Link Distance (ft) 891 680 1710 4759 6497 6497Upstream Blk Time (%) 0 55 3Queuing Penalty (veh) 0 571 36Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 56 0 89 13 0 11 8Queuing Penalty (veh) 33 0 650 63 1 4 0


Movement EB EB B61 WB WB WB B53 NB NB SB B63 B63Directions Served T R T L T R T L TR L TMaximum Queue (ft) 874 250 5 250 791 249 1504 124 227 160 3668 1720Average Queue (ft) 649 84 0 224 550 64 648 31 106 78 1777 81995th Queue (ft) 860 264 5 300 998 209 1795 91 189 142 3743 1791Link Distance (ft) 891 703 680 1710 4759 6497 6497Upstream Blk Time (%) 0 33 1Queuing Penalty (veh) 1 360 14Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 57 0 77 12 0 0 11 7Queuing Penalty (veh) 34 0 585 60 0 0 5 0

595








Movement EB EB WB WB WB B57 NB NB NB SB SB SBDirections Served T R L T R T L T R L T RMaximum Queue (ft) 272 58 122 723 249 156 193 243 42 250 886 29Average Queue (ft) 169 14 28 433 120 63 110 142 9 234 569 995th Queue (ft) 282 67 132 1210 292 520 205 244 58 286 1157 28Link Distance (ft) 1710 1701 1798 1846Upstream Blk Time (%) 4Queuing Penalty (veh) 56Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 18 31 0 27 23 94 20Queuing Penalty (veh) 13 89 4 56 31 163 40

596




Movement EB EB B53 WB WB WB B57 NB NB NB SB SBDirections Served T R T L T R T L T R L TMaximum Queue (ft) 385 56 53 101 957 236 645 177 245 17 250 953Average Queue (ft) 286 26 17 24 814 152 400 117 128 4 249 80795th Queue (ft) 1008 109 148 119 2045 322 1465 221 255 15 249 1321Link Distance (ft) 1710 680 1701 1798 1846Upstream Blk Time (%) 3 26 0Queuing Penalty (veh) 36 308 5Storage Bay Dist (ft) 100 100 100 100 100 100Storage Blk Time (%) 21 45 1 26 14 95 23Queuing Penalty (veh) 13 113 8 48 16 141 39



597




Movement EB EB B53 WB WB WB B57 NB NB NB SB SBDirections Served T R T L T R T L T R L TMaximum Queue (ft) 455 92 53 168 1002 250 645 216 297 47 250 1030Average Queue (ft) 177 19 4 20 409 102 116 97 125 5 214 50495th Queue (ft) 568 85 71 100 1278 265 757 187 231 32 309 1129Link Distance (ft) 1710 680 1701 1798 1846Upstream Blk Time (%) 1 8 0Queuing Penalty (veh) 9 91 1Storage Bay Dist (ft) 100 100 100 100 100 100Storage Blk Time (%) 16 27 1 18 17 80 17Queuing Penalty (veh) 10 70 5 34 21 125 31





598






Movement EB EB EB B57 WB WB WB NB NB NB SB SBDirections Served L T R T L T R L T R L TMaximum Queue (ft) 236 1103 248 302 106 468 232 250 1055 15 95 74Average Queue (ft) 184 624 142 78 38 274 81 250 1024 2 62 3195th Queue (ft) 295 1649 258 544 149 457 234 250 1091 16 108 80Link Distance (ft) 1798 1701Upstream Blk Time (%) 6Queuing Penalty (veh) 88Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 66 21 13 0 33 88 1 1 1Queuing Penalty (veh) 817 201 88 1 52 97 5 3 2



599







600








601




Avg % Avg LOSL 315 314 100 76.0 ET 1 1 100 2.7 AR 40 40 99 36.8 D

Subtotal 356 355 100 71.4 ET 860 848 99 22.2 CR 570 556 98 14.5 B

Subtotal 1,430 1,404 98 19.2 BL 55 48 87 38.2 DT 670 683 102 10.4 B

Subtotal 725 731 101 12.2 B

Total 2,511 2,490 99 24.7 C



Subtotal 775 747 96 30.2 CL 305 306 100 54.9 DT 1,460 1,467 100 41.0 DR 35 37 105 25.5 C

Subtotal 1,800 1,810 101 43.0 DL 80 78 98 94.9 FT 400 379 95 102.8 FR 145 139 96 73.3 E

Subtotal 625 596 95 94.9 FL 295 288 98 124.1 FT 280 282 101 50.8 DR 125 122 98 13.6 B



NB

SB

EB

WB

NE

SW




NW

602




Avg % Avg LOSL 160 146 91 47.5 DT 16 16 97 42.6 DR 20 18 91 30.3 C

Subtotal 196 180 92 45.3 DL 95 97 102 45.4 DT 15 15 102 44.8 DR 165 160 97 18.4 B

Subtotal 275 272 99 29.5 CL 335 285 85 117.0 FT 2,600 2,153 83 89.4 FR 225 190 84 76.7 E

Subtotal 3,160 2,628 83 91.5 FL 35 36 102 46.3 DT 1,300 1,293 99 27.8 CR 55 57 104 15.5 B

Subtotal 1,390 1,386 100 27.8 CTotal 5,022 4,466 89 66.2 E




Subtotal 276 243 88 41.8 DL 50 50 100 23.7 CT 535 528 99 6.8 AR 40 44 109 2.9 A




NB

SB

EB

WB

SB

EB

WB




NB

603





Subtotal 235 238 101 36.5 DL 280 272 97 49.8 DT 195 199 102 39.3 DR 285 283 99 10.3 B





Avg % Avg LOSL 40 42 104 45.8 DR 1,155 1,162 101 9.6 A

Subtotal 1,195 1,204 101 10.9 BT 670 644 96 84.6 FR 180 168 93 61.9 E

Subtotal 850 812 96 79.9 EL 1,925 1,550 81 63.5 ET 1,195 964 81 22.4 C

Subtotal 3,120 2,514 81 47.7 D

Total 5,165 4,530 88 44.0 D


NB

EB

WB

SB

EB

WB




NB

604




Avg % Avg LOSL 15 14 95 16.4 CR 15 16 108 8.3 A



Subtotal 985 996 101 2.4 A

Total 1,240 1,225 99 2.6 A


Avg % Avg LOSL 40 42 104 38.9 DR 225 227 101 24.7 C

Subtotal 265 269 102 26.9 CL 135 121 90 43.1 DT 1,765 1,597 90 2.8 A

Subtotal 1,900 1,718 90 5.6 AT 815 722 89 77.1 ER 60 59 98 43.9 D

Subtotal 875 781 89 74.6 EL 320 276 86 150.6 FT 556 486 87 58.9 ER 200 174 87 48.5 D

Subtotal 1,076 936 87 84.0 FTotal 4,117 3,704 90 42.1 D


NB

SB

EB

WB

WB

SE




NB

605






Subtotal 320 294 92 177.0 FT 1,111 1,005 90 9.9 AR 65 58 89 5.4 A

Subtotal 1,176 1,063 90 9.7 AL 15 12 81 81.9 FT 951 880 93 56.6 ER 245 232 95 43.6 D



Avg % Avg LOSL 440 442 100 55.7 ET 85 88 104 29.5 CR 15 17 115 5.1 A

Subtotal 540 547 101 49.9 DL 80 78 98 32.3 CT 40 39 97 46.5 DR 170 171 100 10.7 B


Subtotal 1,286 1,158 90 20.7 CL 25 25 100 31.8 CT 600 597 99 33.5 CR 115 116 101 12.0 B



NB

SB

EB

WB

SB

EB

WB




NB

606









607











608











609











610











611











612











613











614











615











616











617









618









619









620









621









622









623









624









625











626











627





628









629







630




Movement EB EB EB WB WB WB WB NB NB NB NB SBDirections Served L T R L L T R L T T R LMaximum Queue (ft) 234 463 250 172 203 279 132 70 181 203 115 243Average Queue (ft) 99 297 143 127 144 168 45 26 137 151 46 15795th Queue (ft) 246 502 303 204 228 295 133 80 208 234 120 286Link Distance (ft) 751 6491 6491Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 200 200 100 100 100 100Storage Blk Time (%) 4 58 3 2 3 32 0 15 18 1 20Queuing Penalty (veh) 19 127 15 8 13 128 0 6 26 1 138



631




Movement EB EB EB B30 WB WB WB WB NB NB NB NBDirections Served L T R T L L T R L T T RMaximum Queue (ft) 217 528 235 53 206 250 289 108 54 200 210 106Average Queue (ft) 90 411 143 32 146 167 170 46 26 130 140 4495th Queue (ft) 229 747 305 223 235 288 316 152 55 207 216 105Link Distance (ft) 751 1109 6491 6491Upstream Blk Time (%) 6Queuing Penalty (veh) 38Storage Bay Dist (ft) 100 100 200 200 100 100 100Storage Blk Time (%) 3 58 5 4 4 27 0 0 20 26 0Queuing Penalty (veh) 15 126 23 15 18 109 0 0 8 37 1


Movement SB SB SB SBDirections Served L T T RMaximum Queue (ft) 250 520 504 85Average Queue (ft) 197 347 354 1695th Queue (ft) 309 565 559 98Link Distance (ft) 3820 3820Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100Storage Blk Time (%) 25 38 42Queuing Penalty (veh) 174 112 14

632




Movement EB EB EB B30 WB WB WB WB NB NB NB NBDirections Served L T R T L L T R L T T RMaximum Queue (ft) 249 709 250 221 251 300 400 228 82 232 253 187Average Queue (ft) 132 567 178 139 186 211 242 71 30 167 181 6795th Queue (ft) 295 939 320 639 284 341 470 212 86 248 264 174Link Distance (ft) 751 1109 6491 6491Upstream Blk Time (%) 19 1Queuing Penalty (veh) 134 7Storage Bay Dist (ft) 100 100 200 200 100 100 100Storage Blk Time (%) 5 71 12 24 27 37 0 0 23 26 1Queuing Penalty (veh) 33 177 63 108 120 172 2 0 10 43 4


Movement SB SB SB SBDirections Served L T T RMaximum Queue (ft) 250 735 764 208Average Queue (ft) 219 539 556 4695th Queue (ft) 306 918 934 192Link Distance (ft) 3820 3820Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100Storage Blk Time (%) 42 37 39Queuing Penalty (veh) 342 127 15

633




Movement EB EB EB B30 WB WB WB WB NB NB NB NBDirections Served L T R T L L T R L T T RMaximum Queue (ft) 250 746 250 193 245 280 336 121 90 224 231 166Average Queue (ft) 138 628 181 89 201 223 228 40 29 148 156 6195th Queue (ft) 298 962 332 356 301 344 475 120 98 231 247 164Link Distance (ft) 751 1109 6491 6491Upstream Blk Time (%) 21Queuing Penalty (veh) 125Storage Bay Dist (ft) 100 100 200 200 100 100 100Storage Blk Time (%) 6 68 12 25 33 26 0 0 24 28 1Queuing Penalty (veh) 32 148 54 98 128 106 1 0 10 41 2


Movement SB SB SB SBDirections Served L T T RMaximum Queue (ft) 250 660 662 124Average Queue (ft) 212 409 423 2995th Queue (ft) 303 731 743 132Link Distance (ft) 3820 3820Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100Storage Blk Time (%) 34 37 39 0Queuing Penalty (veh) 241 108 13 1

634




Movement EB EB EB B30 WB WB WB WB NB NB NB NBDirections Served L T R T L L T R L T T RMaximum Queue (ft) 250 766 250 267 266 337 494 250 120 243 276 248Average Queue (ft) 115 475 161 65 165 186 202 50 28 146 157 5595th Queue (ft) 271 859 318 377 269 313 404 159 82 227 244 145Link Distance (ft) 751 1109 6491 6491Upstream Blk Time (%) 12 0Queuing Penalty (veh) 74 2Storage Bay Dist (ft) 100 100 200 200 100 100 100Storage Blk Time (%) 4 64 8 14 17 30 0 0 21 25 1Queuing Penalty (veh) 25 145 39 57 70 129 1 0 8 37 2


Movement SB SB SB SBDirections Served L T T RMaximum Queue (ft) 250 765 789 249Average Queue (ft) 196 404 416 3595th Queue (ft) 309 733 743 158Link Distance (ft) 3820 3820Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100Storage Blk Time (%) 30 35 38 0Queuing Penalty (veh) 224 108 14 0

635







636







637







638







639









640









641









642









643









644









645









646






Movement EB EB WB WB WB B53 NB NB SB B63 B63Directions Served T R L T R T L TR L TMaximum Queue (ft) 695 206 244 621 187 540 70 170 116 1772 878Average Queue (ft) 516 77 219 472 47 180 26 92 70 918 39895th Queue (ft) 755 245 300 945 169 677 73 170 121 2089 1191Link Distance (ft) 891 680 1710 4759 6491 6491Upstream Blk Time (%) 23Queuing Penalty (veh) 239Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 55 73 12 0 0 7 4Queuing Penalty (veh) 32 531 60 0 0 3 0


Movement EB EB WB WB WB B53 NB NB SB B63 B63Directions Served T R L T R T L TR L TMaximum Queue (ft) 752 249 250 771 250 1192 68 156 132 2123 1181Average Queue (ft) 638 88 248 709 89 848 31 91 78 1769 90895th Queue (ft) 805 269 254 934 265 1660 73 160 138 2692 1447Link Distance (ft) 891 680 1710 4759 6491 6491Upstream Blk Time (%) 45 0Queuing Penalty (veh) 463 3Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 54 89 10 0 0 8 7Queuing Penalty (veh) 32 646 51 1 0 3 0

647




Movement EB EB B61 WB WB WB B53 NB NB SB B63 B63Directions Served T R T L T R T L TR L TMaximum Queue (ft) 785 227 3 250 780 211 1595 60 191 132 3216 1877Average Queue (ft) 651 51 0 249 750 103 1296 32 108 82 2603 135895th Queue (ft) 804 194 6 257 829 274 2187 70 197 146 3307 1939Link Distance (ft) 891 703 680 1710 4759 6491 6491Upstream Blk Time (%) 1 56 2Queuing Penalty (veh) 4 666 27Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 59 87 15 0 1 10 6Queuing Penalty (veh) 40 731 89 1 1 4 0


Movement EB EB WB WB WB B53 NB NB SB B63 B63Directions Served T R L T R T L TR L TMaximum Queue (ft) 802 249 250 778 231 1710 61 175 136 4527 2721Average Queue (ft) 709 89 247 757 84 1573 31 100 80 4018 233695th Queue (ft) 822 275 263 775 252 1931 65 175 142 4937 3227Link Distance (ft) 891 680 1710 4759 6491 6491Upstream Blk Time (%) 55 4Queuing Penalty (veh) 570 44Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 56 89 13 0 9 10Queuing Penalty (veh) 33 645 66 1 3 0


Movement EB EB B61 WB WB WB B53 NB NB SB B63 B63Directions Served T R T L T R T L TR L TMaximum Queue (ft) 840 250 3 250 792 250 1718 86 214 157 4527 2721Average Queue (ft) 629 76 0 241 672 81 974 30 98 78 2327 125095th Queue (ft) 838 248 3 288 1000 245 2075 71 177 138 4437 2628Link Distance (ft) 891 703 680 1710 4759 6491 6491Upstream Blk Time (%) 0 45 2Queuing Penalty (veh) 1 485 19Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 56 84 13 0 0 8 7Queuing Penalty (veh) 34 638 67 1 0 3 0

648




Movement EB EB WB WB WB B57 B57 NB NB NB SB SBDirections Served T R L T R T L T R L TMaximum Queue (ft) 218 40 34 258 153 102 10 135 186 19 210 289Average Queue (ft) 120 11 8 134 52 20 2 85 108 5 147 13995th Queue (ft) 234 41 29 278 164 112 19 148 193 18 248 332Link Distance (ft) 1710 1701 1791 1791 1846Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100Storage Blk Time (%) 12 11 0 13 15 48 9Queuing Penalty (veh) 8 29 1 24 18 72 16



649




Movement EB EB WB WB WB B57 B57 NB NB NB SB SBDirections Served T R L T R T L T R L TMaximum Queue (ft) 248 26 79 405 200 182 64 133 160 16 211 353Average Queue (ft) 140 9 19 188 75 36 11 87 106 3 171 22395th Queue (ft) 251 32 89 497 209 181 85 151 177 15 278 573Link Distance (ft) 1710 1701 1791 1791 1846Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100Storage Blk Time (%) 13 19 0 8 12 53 14Queuing Penalty (veh) 8 47 3 14 14 79 24



650




Movement EB EB WB WB WB B57 B57 NB NB NB SB SBDirections Served T R L T R T L T R L TMaximum Queue (ft) 267 32 72 1292 250 370 290 189 231 47 242 752Average Queue (ft) 151 9 18 624 155 110 64 104 140 7 209 37295th Queue (ft) 286 32 87 1559 327 391 280 190 230 27 298 875Link Distance (ft) 1710 1701 1791 1791 1846Upstream Blk Time (%) 8Queuing Penalty (veh) 109Storage Bay Dist (ft) 100 100 100 100 100 100Storage Blk Time (%) 15 40 1 21 22 83 13Queuing Penalty (veh) 11 115 12 44 30 143 25



651




Movement EB EB WB WB WB B57 B57 NB NB NB SB SBDirections Served T R L T R T L T R L TMaximum Queue (ft) 241 56 142 1592 250 1042 709 161 203 16 248 998Average Queue (ft) 141 12 23 1440 202 665 443 102 122 4 234 80495th Queue (ft) 258 65 117 2371 344 1604 1178 180 234 17 303 1496Link Distance (ft) 1710 1701 1791 1791 1846Upstream Blk Time (%) 44 2 1Queuing Penalty (veh) 515 9 8Storage Bay Dist (ft) 100 100 100 100 100 100Storage Blk Time (%) 15 60 1 21 13 86 29Queuing Penalty (veh) 9 151 11 38 15 128 49



652




Movement EB EB WB WB WB B57 B57 NB NB NB SB SBDirections Served T R L T R T L T R L TMaximum Queue (ft) 307 67 186 1592 250 1058 721 203 251 51 248 1002Average Queue (ft) 138 10 17 597 121 208 130 94 119 5 190 38595th Queue (ft) 259 45 86 1696 294 871 618 169 212 20 298 1018Link Distance (ft) 1710 1701 1791 1791 1846Upstream Blk Time (%) 13 0 0Queuing Penalty (veh) 156 2 2Storage Bay Dist (ft) 100 100 100 100 100 100Storage Blk Time (%) 14 33 1 16 16 67 16Queuing Penalty (veh) 9 85 7 30 19 105 29



653




Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L L T R L TMaximum Queue (ft) 133 185 160 108 401 211 212 250 87 9 85 58Average Queue (ft) 75 104 95 25 252 75 156 187 33 2 53 2095th Queue (ft) 134 180 152 96 418 226 219 254 83 10 98 58Link Distance (ft) 1791Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 200 200 100 100Storage Blk Time (%) 6 12 7 34 1 6 1 1 0Queuing Penalty (veh) 61 97 39 46 1 5 3 3 0



654




Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L L T R L TMaximum Queue (ft) 123 223 184 84 444 175 250 292 113 8 85 69Average Queue (ft) 80 128 111 21 276 58 162 198 38 2 44 2895th Queue (ft) 143 242 188 91 495 189 264 306 109 9 92 67Link Distance (ft) 1791Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 200 200 100 100Storage Blk Time (%) 8 11 9 30 0 3 11 1 1 0Queuing Penalty (veh) 90 90 51 40 0 3 11 4 3 0



655







656







657




Movement EB EB EB WB WB WB NB NB NB NB SB SBDirections Served L T R L T R L L T R L TMaximum Queue (ft) 200 325 229 212 620 250 286 339 169 23 117 89Average Queue (ft) 93 129 110 33 315 78 160 195 37 3 50 2695th Queue (ft) 174 254 187 129 568 233 252 291 97 13 99 70Link Distance (ft) 1791Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 200 200 100 100Storage Blk Time (%) 13 13 9 0 36 0 2 10 1 1 0Queuing Penalty (veh) 144 110 54 0 51 0 2 10 3 3 1




658




Avg % Avg LOSL 411 388 94 80.8 FR 40 37 92 26.0 C

Subtotal 451 425 94 76.0 ET 902 903 100 31.3 CR 610 614 101 19.3 B

Subtotal 1,512 1,517 100 26.4 CL 55 53 96 61.3 ET 730 743 102 13.8 B

Subtotal 785 796 101 17.0 B

Total 2,748 2,738 100 31.5 C



Subtotal 1,243 1,235 99 27.3 CL 342 324 95 136.3 FT 1,660 1,591 96 104.0 FR 35 37 105 90.3 F

Subtotal 2,037 1,952 96 109.1 FL 80 78 98 54.8 DT 441 422 96 120.2 FR 145 144 99 66.5 E

Subtotal 666 644 97 100.3 FL 711 619 87 309.2 FT 376 352 94 107.9 FR 150 151 101 58.3 E

Subtotal 1,237 1,122 91 212.3 FTotal 5,184 4,953 96 114.5 F


NB

SB

EB

WB

NE

SW




NW

659




Avg % Avg LOSL 160 133 83 65.6 ET 15 13 88 50.6 DR 118 97 82 37.2 D

Subtotal 293 243 83 53.5 DL 95 96 101 44.3 DT 15 15 102 44.5 DR 165 164 99 23.7 C

Subtotal 275 275 100 32.0 CL 335 305 91 186.7 FT 3,239 2,862 88 108.7 FR 225 202 90 92.7 F

Subtotal 3,799 3,369 89 114.8 FL 175 165 94 280.0 FT 2,201 2,186 99 34.7 CR 55 54 98 22.3 C

Subtotal 2,431 2,405 99 51.3 DTotal 6,798 6,292 93 85.3 F




Subtotal 416 345 83 232.5 FL 75 70 94 51.0 DT 956 965 101 15.3 BR 40 42 104 7.4 A

Subtotal 1,071 1,077 101 17.3 BL 334 224 67 55.7 ET 1,540 1,049 68 40.5 DR 140 97 69 7.5 A

Subtotal 2,014 1,370 68 40.6 DTotal 3,750 3,033 81 57.5 E


NB

SB

EB

WB

SB

EB

WB




NB

660





Subtotal 235 236 100 38.2 DL 280 263 94 142.8 FT 195 186 95 119.2 FR 285 299 105 16.7 B

Subtotal 760 748 98 86.5 FL 125 123 99 41.9 DT 1,032 1,016 98 15.3 BR 40 40 99 12.7 B

Subtotal 1,197 1,179 98 18.0 BL 105 64 61 32.8 CT 1,670 1,019 61 17.2 BR 205 127 62 12.0 B

Subtotal 1,980 1,210 61 17.5 BTotal 4,171 3,373 81 35.2 D


Avg % Avg LOSL 40 43 107 50.5 DR 1,471 1,460 99 21.0 C

Subtotal 1,511 1,503 99 21.8 CT 1,196 975 81 312.4 FR 180 155 86 314.2 F

Subtotal 1,376 1,130 82 312.6 FL 2,371 1,426 60 97.4 FT 1,939 1,171 60 27.4 C

Subtotal 4,310 2,597 60 65.8 E

Total 7,197 5,230 73 112.4 F


NB

EB

WB

SB

EB

WB




NB

661




Avg % Avg LOSL 15 14 95 23.9 CR 15 14 95 10.7 B

Subtotal 30 28 93 17.3 CL 20 19 96 7.0 AT 1 2 200 0.3 AR 280 277 99 2.6 A


Subtotal 1,141 1,134 99 2.5 A

Total 1,472 1,460 99 2.8 A


Avg % Avg LOSL 55 53 96 41.0 DT 105 102 97 67.9 ER 254 252 99 55.1 E

Subtotal 414 407 98 56.5 EL 315 321 102 76.9 ET 72 76 106 45.4 D

Subtotal 387 397 103 70.9 ET 955 940 98 35.3 DR 71 71 100 9.8 A

Subtotal 1,026 1,011 99 33.5 CL 342 343 100 81.8 FT 778 783 101 12.4 BR 440 444 101 5.6 A

Subtotal 1,560 1,570 101 25.6 CTotal 3,387 3,385 100 37.2 D


NB

SB

EB

WB

WB

SE




NB

662





Subtotal 300 304 101 30.2 CL 275 271 98 68.5 ET 140 138 98 34.8 CR 45 47 105 27.3 C

Subtotal 460 456 99 54.1 DL 15 12 81 100.3 FT 1,444 1,426 99 18.0 BR 65 70 107 9.3 A





Subtotal 837 833 100 66.0 EL 137 134 98 33.2 CT 69 69 100 46.7 DR 220 228 104 28.9 C

Subtotal 426 431 101 33.1 CL 195 190 97 68.8 ET 668 649 97 24.5 CR 867 846 98 34.9 C

Subtotal 1,730 1,685 97 34.7 CL 25 24 96 37.3 DT 920 920 100 37.4 DR 195 197 101 11.4 B



NB

SB

EB

WB

SB

EB

WB




NB

663









664











665











666











667











668











669











670











671











672











673











674









675









676









677









678









679











680











681











682











683











684









685








Movement NW NW NE NE SW SWDirections Served L R T R L TMaximum Queue (ft) 441 59 363 47 102 315Average Queue (ft) 365 27 269 5 62 19695th Queue (ft) 511 70 410 53 120 341Link Distance (ft) 1109 1109 5200 986Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 375Storage Blk Time (%) 14 0 0Queuing Penalty (veh) 95 1 0

686







687




Movement EB EB EB EB WB WB WB WB WB NB NB NBDirections Served L T T R L L T T R L T TMaximum Queue (ft) 138 255 299 204 319 434 826 694 73 89 274 252Average Queue (ft) 56 168 191 92 304 396 617 508 43 31 195 17295th Queue (ft) 138 303 340 216 368 533 1336 1217 80 99 281 265Link Distance (ft) 751 751 1356 1356Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 200 200 100 100Storage Blk Time (%) 1 40 47 8 62 68 1 8 0 33 24Queuing Penalty (veh) 3 31 66 18 113 122 6 11 0 13 107



688







689







690




Movement EB EB EB EB B30 B30 WB WB WB WB WB NBDirections Served L T T R T T L L T T R LMaximum Queue (ft) 236 472 490 240 6 7 325 450 2490 2459 100 53Average Queue (ft) 142 391 408 191 1 3 323 449 2366 2310 49 2695th Queue (ft) 316 723 742 334 15 25 329 449 2929 2940 109 58Link Distance (ft) 751 751 1109 1109Upstream Blk Time (%) 5 5Queuing Penalty (veh) 16 16Storage Bay Dist (ft) 100 100 200 200 100 100Storage Blk Time (%) 0 77 80 16 76 81 1 5 1Queuing Penalty (veh) 1 60 112 33 137 147 10 7 1


Movement NB NB NB SB SB SB SBDirections Served T T R L T T RMaximum Queue (ft) 290 308 241 250 1966 1961 202Average Queue (ft) 204 189 146 237 1780 1778 6095th Queue (ft) 302 311 256 296 2999 2967 223Link Distance (ft) 1356 1356 3808 3808Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100Storage Blk Time (%) 37 28 14 54 45 47Queuing Penalty (veh) 15 125 51 434 149 16

691




Movement EB EB EB EB B30 B30 WB WB WB WB WB NBDirections Served L T T R T T L L T T R LMaximum Queue (ft) 237 502 538 250 6 7 325 450 2491 2459 162 197Average Queue (ft) 93 259 280 142 0 1 317 433 1464 1350 52 3495th Queue (ft) 240 525 550 290 7 12 356 517 2844 2796 111 110Link Distance (ft) 751 751 1109 1109Upstream Blk Time (%) 1 1Queuing Penalty (veh) 4 4Storage Bay Dist (ft) 100 100 200 200 100 100Storage Blk Time (%) 1 60 64 12 72 77 1 8 1 0Queuing Penalty (veh) 3 48 94 28 137 146 11 12 2 0


Movement NB NB NB SB SB SB SBDirections Served T T R L T T RMaximum Queue (ft) 348 359 250 250 1967 1961 250Average Queue (ft) 206 191 134 237 1024 1034 5395th Queue (ft) 305 306 247 293 2106 2102 208Link Distance (ft) 1356 1356 3808 3808Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100Storage Blk Time (%) 37 26 13 54 43 45Queuing Penalty (veh) 15 125 47 451 147 16

692






Movement NB SB SB SBDirections Served R L T RMaximum Queue (ft) 126 110 69 93Average Queue (ft) 56 60 13 5395th Queue (ft) 117 123 57 101Link Distance (ft) 746Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 90 115 115Storage Blk Time (%) 6 3 1 1Queuing Penalty (veh) 11 5 0 1

693







694







695







696









697






Movement EB EB EB EB WB WB WB NB NB NB SB SBDirections Served L T T R L T R L T R L TRMaximum Queue (ft) 112 232 262 116 288 888 288 111 132 111 249 930Average Queue (ft) 58 154 193 30 166 464 137 53 67 67 175 76895th Queue (ft) 119 259 291 115 325 1278 716 150 148 128 340 1413Link Distance (ft) 2446 2446 4030Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 225 160 200 110 110 115Storage Blk Time (%) 1 11 0 2 13 3 5 3 4 84Queuing Penalty (veh) 4 71 0 35 47 8 1 0 16 79



698




Movement EB EB EB EB WB WB WB NB NB NB SB SBDirections Served L T T R L T R L T R L TRMaximum Queue (ft) 134 248 279 145 300 1140 694 144 158 140 260 1193Average Queue (ft) 55 136 167 20 148 432 92 41 55 57 167 68195th Queue (ft) 107 229 263 82 309 1124 552 115 124 112 338 1387Link Distance (ft) 2446 2446 4030Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 225 160 200 110 110 115Storage Blk Time (%) 0 8 0 1 14 4 3 1 4 78Queuing Penalty (veh) 2 48 0 14 48 9 0 0 14 67





699




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T TR L T TR L T R L T RMaximum Queue (ft) 127 172 188 143 249 218 104 150 99 184 873 295Average Queue (ft) 72 89 95 57 152 129 52 89 47 181 547 14495th Queue (ft) 141 182 191 151 259 231 114 163 100 197 1010 391Link Distance (ft) 2446 2446 1566 1566 2922 1414 1414Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft) 100 105 95 95 90Storage Blk Time (%) 7 6 1 21 2 14 1 78 36Queuing Penalty (veh) 42 8 6 25 3 20 2 169 113




Movement EB EB EB WB WB WB NB NB NB SB SB SBDirections Served L T TR L T TR L T R L T RMaximum Queue (ft) 168 247 265 183 269 261 128 215 131 185 991 526Average Queue (ft) 70 85 94 47 152 132 44 80 43 176 491 12095th Queue (ft) 140 199 208 117 243 227 96 161 93 209 1006 335Link Distance (ft) 2446 2446 1566 1566 2922 1414 1414Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft) 100 105 95 95 90Storage Blk Time (%) 6 5 0 20 1 11 0 73 36Queuing Penalty (veh) 33 6 2 21 3 15 1 143 102

700








Movement EB EB EB B50 B50 WB WB WB WB NB NB NBDirections Served T T R T T L L T T L R RMaximum Queue (ft) 2223 2226 270 411 414 450 591 2104 2099 173 508 463Average Queue (ft) 2022 2034 232 142 151 446 563 1378 997 66 363 31095th Queue (ft) 2453 2458 363 543 565 463 660 2773 2559 185 540 473Link Distance (ft) 2184 2184 1566 1566 2085 2085Upstream Blk Time (%) 34 37 7 2Queuing Penalty (veh) 262 285 0 0Storage Bay Dist (ft) 95 300 300 105Storage Blk Time (%) 72 19 33 41 0 33Queuing Penalty (veh) 145 128 350 440 0 15

701




Movement EB EB EB B50 B50 WB WB WB WB NB NB NBDirections Served T T R T T L L T T L R RMaximum Queue (ft) 2285 2283 270 1018 1035 450 600 2112 2102 132 434 370Average Queue (ft) 2258 2257 224 780 792 447 577 1588 997 49 306 25095th Queue (ft) 2313 2297 353 1587 1595 466 657 2743 2566 128 440 383Link Distance (ft) 2184 2184 1566 1566 2085 2085Upstream Blk Time (%) 88 93 1 1 8 2Queuing Penalty (veh) 581 614 5 8 0 0Storage Bay Dist (ft) 95 300 300 105Storage Blk Time (%) 72 20 32 40 0 29Queuing Penalty (veh) 124 114 296 373 1 11


Movement EB EB EB B50 B50 WB WB WB WB NB NB NBDirections Served T T R T T L L T T L R RMaximum Queue (ft) 2286 2285 270 1018 1035 450 600 2123 2104 187 543 484Average Queue (ft) 1572 1585 230 231 236 442 553 1422 956 52 306 25695th Queue (ft) 2646 2647 356 928 939 479 676 2781 2531 149 460 402Link Distance (ft) 2184 2184 1566 1566 2085 2085Upstream Blk Time (%) 30 32 0 0 7 2Queuing Penalty (veh) 211 225 1 2 0 0Storage Bay Dist (ft) 95 300 300 105Storage Blk Time (%) 72 19 31 39 0 29Queuing Penalty (veh) 130 116 299 381 2 12



702









703






Movement EB EB EB WB WB WB WB WB NB NB SB SBDirections Served T T R L L T T R L TR L LMaximum Queue (ft) 352 351 227 187 201 166 108 91 300 275 165 191Average Queue (ft) 244 254 78 136 153 95 51 49 131 217 119 13295th Queue (ft) 359 378 238 199 217 172 120 98 367 320 186 213Link Distance (ft) 882 882 662 662 4744Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 200 200 100 100 100 100Storage Blk Time (%) 39 39 1 4 0 1 1 1 54 22 27Queuing Penalty (veh) 0 27 2 13 0 4 3 4 29 15 19


Movement SBDirections Served TRMaximum Queue (ft) 162Average Queue (ft) 6895th Queue (ft) 169Link Distance (ft) 1973Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft)Storage Blk Time (%) 2Queuing Penalty (veh) 6

704




Movement EB EB EB WB WB WB WB WB NB NB SB SBDirections Served T T R L L T T R L TR L LMaximum Queue (ft) 334 359 205 170 183 153 100 82 331 285 178 201Average Queue (ft) 242 254 72 116 130 76 41 43 129 206 128 14295th Queue (ft) 348 379 226 190 202 152 110 84 371 315 191 217Link Distance (ft) 882 882 662 662 4744Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 200 200 100 100 100 100Storage Blk Time (%) 37 36 0 2 4 0 1 0 1 46 21 30Queuing Penalty (veh) 0 24 0 9 14 0 3 1 3 24 14 20



705







706







707







708







709







710




Movement EB EB EB EB B53 WB WB WB WB NB NB NBDirections Served L T T R T L T T R L T RMaximum Queue (ft) 41 236 248 108 6 76 319 343 243 152 199 21Average Queue (ft) 16 160 174 34 1 17 220 230 145 82 109 595th Queue (ft) 44 249 268 115 11 86 356 377 289 160 212 21Link Distance (ft) 1698 1698 662 1697 1697Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100Storage Blk Time (%) 25 33 28 32 7 5 12Queuing Penalty (veh) 4 24 5 140 57 12 16


Movement SB SB SBDirections Served L T RMaximum Queue (ft) 240 502 44Average Queue (ft) 205 267 1995th Queue (ft) 290 658 48Link Distance (ft) 1833Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100Storage Blk Time (%) 62 3Queuing Penalty (veh) 127 10

711




Movement EB EB EB EB B53 WB WB WB WB NB NB NBDirections Served L T T R T L T T R L T RMaximum Queue (ft) 51 224 234 39 3 60 311 332 234 124 180 19Average Queue (ft) 16 170 177 19 0 15 208 227 144 63 90 495th Queue (ft) 51 243 245 46 6 68 328 362 284 120 181 16Link Distance (ft) 1698 1698 662 1697 1697Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100Storage Blk Time (%) 0 25 34 28 30 7 2 9Queuing Penalty (veh) 0 4 21 4 115 45 4 10


Movement SB SB SBDirections Served L T RMaximum Queue (ft) 241 384 92Average Queue (ft) 188 181 2595th Queue (ft) 276 453 94Link Distance (ft) 1833Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100Storage Blk Time (%) 49 6Queuing Penalty (veh) 87 18

712




Movement EB EB EB EB B53 B53 WB WB WB WB NB NBDirections Served L T T R T T L T T R L TMaximum Queue (ft) 62 255 268 120 3 6 126 362 385 250 173 221Average Queue (ft) 14 153 166 21 0 0 15 188 200 121 65 9395th Queue (ft) 43 232 242 71 3 5 68 318 340 254 128 179Link Distance (ft) 1698 1698 662 662 1697 1697Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100Storage Blk Time (%) 0 23 31 0 0 24 27 6 3 9Queuing Penalty (veh) 0 3 20 0 0 3 109 39 6 11


Movement NB SB SB SBDirections Served R L T RMaximum Queue (ft) 29 249 582 101Average Queue (ft) 4 179 172 1795th Queue (ft) 17 272 455 59Link Distance (ft) 1833Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100Storage Blk Time (%) 46 4Queuing Penalty (veh) 87 12

713




Movement EB EB EB EB WB WB WB WB NB NB NB NBDirections Served L T T R L T T R L L T RMaximum Queue (ft) 176 191 368 250 104 340 312 228 310 375 190 11Average Queue (ft) 114 92 194 210 24 253 221 94 245 300 70 295th Queue (ft) 191 195 401 298 94 347 319 237 344 414 233 12Link Distance (ft) 1787 1787Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 200 200 100Storage Blk Time (%) 16 4 6 37 45 34 1 12 28 2Queuing Penalty (veh) 53 8 46 119 11 63 3 19 43 15


Movement SB SB SBDirections Served L T RMaximum Queue (ft) 126 129 162Average Queue (ft) 71 57 9395th Queue (ft) 132 133 168Link Distance (ft)Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100Storage Blk Time (%) 5 2 12Queuing Penalty (veh) 15 7 24

714







715







716







717








718




Avg % Avg LOSL 411 397 97 42.9 DR 40 41 102 12.7 B

Subtotal 451 438 97 40.1 DT 902 891 99 34.6 CR 610 608 100 21.2 C

Subtotal 1,512 1,499 99 29.2 CL 55 55 100 71.5 ET 730 725 99 14.9 B

Subtotal 785 780 99 18.9 B

Total 2,748 2,717 99 28.0 C


Avg % Avg LOSL 40 38 94 34.9 CT 729 731 100 38.1 DR 474 482 102 16.5 B

Subtotal 1,243 1,251 101 29.7 CL 342 338 99 127.3 FT 1,660 1,629 98 36.4 DR 35 37 105 15.0 B

Subtotal 2,037 2,004 98 51.3 DL 80 76 95 31.8 CT 441 433 98 74.5 ER 145 144 99 23.0 C




NB

SB

EB

WB

NE

SW




NW

719






Subtotal 275 274 100 35.4 DL 335 314 94 122.2 FT 3,239 2,916 90 103.3 FR 225 206 91 90.2 F

Subtotal 3,799 3,436 90 104.2 FL 175 138 79 513.7 FT 2,202 2,197 100 29.2 CR 55 56 102 23.3 C

Subtotal 2,432 2,391 98 57.0 ETotal 6,799 6,356 93 84.0 F



Subtotal 248 256 103 22.3 CL 85 74 87 51.4 DT 215 189 88 53.7 DR 116 96 83 43.0 D


Subtotal 1,071 1,069 100 18.7 BL 334 226 68 34.0 CT 1,540 1,054 68 11.8 BR 140 101 72 7.5 A



NB

SB

EB

WB

SB

EB

WB




NB

720





Subtotal 235 235 100 37.8 DL 280 266 95 132.5 FT 195 191 98 112.5 FR 285 282 99 19.1 B

Subtotal 760 739 97 84.1 FL 125 120 96 40.0 DT 1,032 1,028 100 16.3 BR 40 40 99 13.7 B

Subtotal 1,197 1,188 99 18.6 BL 105 65 62 31.7 CT 1,670 1,044 63 16.5 BR 205 129 63 14.1 B



Avg % Avg LOSL 40 41 102 60.1 ER 1,471 1,470 100 44.6 D

Subtotal 1,511 1,511 100 45.0 DT 1,196 1,156 97 66.6 ER 180 174 97 56.4 E

Subtotal 1,376 1,330 97 65.3 EL 2,371 1,462 62 73.3 ET 1,939 1,192 61 22.3 C

Subtotal 4,310 2,654 62 50.4 D

Total 7,197 5,495 76 52.7 D


NB

EB

WB

SB

EB

WB




NB

721




Avg % Avg LOSL 15 14 95 20.2 CR 15 16 108 9.8 A



Subtotal 1,141 1,118 98 2.5 A

Total 1,472 1,444 98 2.8 A


Avg % Avg LOSL 55 52 95 49.3 DT 105 105 100 80.3 FR 254 259 102 63.9 E

Subtotal 414 416 100 66.2 EL 315 314 100 68.8 ET 72 77 107 41.2 D

Subtotal 387 391 101 63.4 ET 955 953 100 36.1 DR 71 67 95 10.1 B

Subtotal 1,026 1,020 99 34.4 CL 342 340 99 80.6 FT 778 768 99 11.9 BR 440 439 100 5.5 A



NB

SB

EB

WB

WB

SE




NB

722





Subtotal 300 302 101 30.2 CL 275 269 98 84.2 FT 140 143 102 45.0 DR 45 44 98 35.5 D

Subtotal 460 456 99 67.2 EL 15 16 108 108.7 FT 1,444 1,442 100 19.2 BR 65 63 97 9.8 A




Avg % Avg LOSL 677 660 97 57.9 ET 145 147 101 27.4 CR 15 16 108 7.3 A

Subtotal 837 823 98 51.5 DL 137 143 104 31.8 CT 69 61 89 46.7 DR 220 219 100 29.5 C

Subtotal 426 423 99 32.8 CL 195 185 95 72.7 ET 668 659 99 26.4 CR 867 849 98 38.9 D

Subtotal 1,730 1,693 98 37.7 DL 25 28 112 36.6 DT 920 922 100 37.5 DR 195 203 104 11.3 B



NB

SB

EB

WB

SB

EB

WB




NB

723









724











725











726











727











728











729











730











731











732











733











734









735









736









737









738









739











740











741











742











743











744









745









746







747




Movement EB EB EB EB WB WB WB WB WB NB NB NBDirections Served L T T R L L T T R L T TMaximum Queue (ft) 108 194 202 142 258 258 209 102 46 56 254 221Average Queue (ft) 47 149 159 62 169 185 95 46 22 32 188 16795th Queue (ft) 111 216 225 146 260 266 202 109 49 62 255 232Link Distance (ft) 739 739 5095 5095 1356 1356Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 200 200 100 100Storage Blk Time (%) 1 28 36 2 5 8 0 1 43Queuing Penalty (veh) 2 22 51 3 10 14 3 2 17


Movement NB NB SB SB SB SB SBDirections Served T R L T T T RMaximum Queue (ft) 188 173 249 404 350 345 203Average Queue (ft) 96 114 218 300 272 272 4595th Queue (ft) 203 191 285 460 372 363 183Link Distance (ft) 1356 3808 3808 3808Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100Storage Blk Time (%) 3 11 54 25 37Queuing Penalty (veh) 14 26 289 83 13

748




Movement EB EB EB EB WB WB WB WB WB NB NB NBDirections Served L T T R L L T T R L T TMaximum Queue (ft) 95 205 216 146 288 296 214 117 51 80 247 227Average Queue (ft) 49 156 167 61 194 209 108 58 22 33 192 17695th Queue (ft) 104 213 227 130 298 300 204 124 50 87 257 239Link Distance (ft) 739 739 5095 5095 1356 1356Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 200 200 100 100Storage Blk Time (%) 1 31 38 1 12 15 1 1 0 0 42Queuing Penalty (veh) 1 24 53 2 22 27 4 1 0 0 16



749







750




Movement EB EB EB EB WB WB WB WB WB NB NB NBDirections Served L T T R L L T T R L T TMaximum Queue (ft) 193 348 362 233 316 395 388 210 54 93 255 240Average Queue (ft) 99 234 250 134 225 265 187 84 25 31 195 17195th Queue (ft) 251 391 408 293 351 437 505 231 59 100 265 248Link Distance (ft) 739 739 5095 5095 1356 1356Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 200 200 100 100Storage Blk Time (%) 1 59 62 3 25 30 1 2 0 40Queuing Penalty (veh) 3 45 87 6 45 54 5 3 0 16



751







752




Movement EB EB EB EB EB EB WB WB WB WB WB NBDirections Served L L T T T R L T T T R LMaximum Queue (ft) 157 474 1052 1041 1052 300 390 333 295 233 107 155Average Queue (ft) 114 356 739 754 752 157 291 182 168 154 20 9695th Queue (ft) 187 642 1384 1384 1406 374 487 442 365 242 95 162Link Distance (ft) 2963 2963 2963 2723 2723 2723Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 200 100 250 100 90Storage Blk Time (%) 0 3 32 38 0 40 0 19 16Queuing Penalty (veh) 2 30 103 82 1 283 0 10 20


Movement NB NB SB SB SBDirections Served T R L T RMaximum Queue (ft) 86 80 128 74 114Average Queue (ft) 23 48 67 16 7695th Queue (ft) 97 83 131 70 122Link Distance (ft) 4013 740Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 90 115 115Storage Blk Time (%) 0 0 4 0 3Queuing Penalty (veh) 0 1 8 0 3

753




Movement EB EB EB EB EB EB WB WB WB WB WB NBDirections Served L L T T T R L T T T R LMaximum Queue (ft) 177 500 1458 1452 1458 300 505 656 633 519 90 147Average Queue (ft) 116 427 1186 1191 1202 225 447 443 381 235 22 8895th Queue (ft) 189 673 1775 1758 1770 420 648 885 849 523 95 159Link Distance (ft) 2963 2963 2963 2723 2723 2723Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 200 100 250 100 90Storage Blk Time (%) 1 2 37 40 0 85 1 25 0 13Queuing Penalty (veh) 8 23 119 87 2 603 1 13 0 17



754




Movement EB EB EB EB EB EB WB WB WB WB WB NBDirections Served L L T T T R L T T T R LMaximum Queue (ft) 160 500 1538 1552 1541 300 532 1196 1207 1134 145 168Average Queue (ft) 109 414 1513 1516 1516 215 519 803 785 544 39 9895th Queue (ft) 172 673 1540 1560 1555 421 639 1386 1396 1217 140 171Link Distance (ft) 2963 2963 2963 2723 2723 2723Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft) 200 200 100 250 100 90Storage Blk Time (%) 0 1 36 41 0 95 5 35 0 18Queuing Penalty (veh) 2 9 135 103 2 775 9 22 0 26



755




Movement EB EB EB EB EB EB WB WB WB WB WB NBDirections Served L L T T T R L T T T R LMaximum Queue (ft) 184 500 1538 1554 1553 300 550 1221 1420 1197 159 161Average Queue (ft) 121 419 1515 1520 1521 236 545 1092 1110 660 49 9095th Queue (ft) 202 674 1547 1555 1554 422 578 1559 1702 1415 164 159Link Distance (ft) 2963 2963 2963 2723 2723 2723Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 200 200 100 250 100 90Storage Blk Time (%) 1 2 37 40 0 99 4 34 13Queuing Penalty (veh) 8 26 118 86 3 699 6 18 17



756




Movement EB EB EB EB EB EB WB WB WB WB WB NBDirections Served L L T T T R L T T T R LMaximum Queue (ft) 215 500 1549 1568 1559 300 550 1368 1567 1339 160 181Average Queue (ft) 115 404 1238 1245 1248 208 451 630 611 398 32 9395th Queue (ft) 188 670 1921 1914 1924 416 675 1359 1389 1029 127 163Link Distance (ft) 2963 2963 2963 2723 2723 2723Upstream Blk Time (%) 0Queuing Penalty (veh) 0Storage Bay Dist (ft) 200 200 100 250 100 90Storage Blk Time (%) 0 2 35 40 0 80 2 28 0 15Queuing Penalty (veh) 5 22 119 90 2 590 4 16 0 20



757




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 79 255 237 59 163 113 122 24 54 121 103 154Average Queue (ft) 47 169 152 18 96 66 76 8 14 53 53 6695th Queue (ft) 87 265 257 68 174 121 129 25 67 115 105 140Link Distance (ft) 2446 2446Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 160 200 200 110 110 115Storage Blk Time (%) 2 6 1 2 1 2Queuing Penalty (veh) 1 3 5 0 0 6



758




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 72 272 267 66 194 125 135 34 39 97 97 174Average Queue (ft) 42 183 167 23 112 83 91 12 12 46 49 7495th Queue (ft) 78 264 261 76 203 136 144 35 41 102 94 181Link Distance (ft) 2446 2446Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 160 200 200 110 110 115Storage Blk Time (%) 2 8 2 0 1 1 2Queuing Penalty (veh) 2 3 12 0 0 0 5



759




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 73 274 256 94 200 168 146 26 72 114 104 137Average Queue (ft) 42 196 185 24 118 79 80 12 20 59 59 7095th Queue (ft) 85 289 271 99 209 170 145 31 78 118 110 154Link Distance (ft) 2446 2446Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 160 200 200 110 110 115Storage Blk Time (%) 4 10 3 0 0 1 3 2Queuing Penalty (veh) 4 5 25 0 0 0 0 8



760




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 70 261 242 60 168 146 144 36 42 75 83 166Average Queue (ft) 41 180 161 21 106 85 91 14 17 37 43 7795th Queue (ft) 80 266 253 71 177 157 152 39 46 81 84 195Link Distance (ft) 2446 2446Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 160 200 200 110 110 115Storage Blk Time (%) 3 8 0 0 0 1 3Queuing Penalty (veh) 2 3 3 1 0 0 8



761




Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 101 306 291 122 245 191 166 48 103 155 125 234Average Queue (ft) 43 182 166 21 108 78 85 12 16 49 51 7295th Queue (ft) 83 273 263 80 192 149 144 33 60 106 99 169Link Distance (ft) 2446 2446Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 225 160 200 200 110 110 115Storage Blk Time (%) 3 8 1 0 0 1 1 2Queuing Penalty (veh) 2 3 11 0 0 0 0 7





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Movement EB EB EB WB WB WB WB WB WB NB NB NBDirections Served T T R L L L L T T L R RMaximum Queue (ft) 379 390 241 174 359 425 396 2106 2104 182 496 438Average Queue (ft) 263 273 119 111 299 360 348 1112 761 53 369 31895th Queue (ft) 440 447 286 218 360 429 401 2759 2296 160 542 479Link Distance (ft) 2160 2160 2084 2084Upstream Blk Time (%) 4 1Queuing Penalty (veh) 0 0Storage Bay Dist (ft) 95 300 300 300 300 105Storage Blk Time (%) 56 8 0 16 21 0 40Queuing Penalty (veh) 97 48 4 145 199 1 15



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Movement EB EB EB WB WB WB WB WB B53 NB NB SBDirections Served T T R L L T T R T L TR LMaximum Queue (ft) 381 393 226 216 232 186 147 92 4 486 296 182Average Queue (ft) 272 277 77 147 164 98 60 47 1 274 250 14095th Queue (ft) 400 405 238 236 247 185 150 94 8 713 355 204Link Distance (ft) 882 882 662 662 1698 4744Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 200 200 100 100 100Storage Blk Time (%) 39 38 6 14 0 2 1 2 60 27Queuing Penalty (veh) 0 26 24 51 2 9 3 7 32 19


Movement SB SBDirections Served L TRMaximum Queue (ft) 216 188Average Queue (ft) 156 7795th Queue (ft) 236 191Link Distance (ft) 1973Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100Storage Blk Time (%) 35 2Queuing Penalty (veh) 24 6

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Movement EB EB EB WB WB WB WB WB B53 NB NB SBDirections Served T T R L L T T R T L TR LMaximum Queue (ft) 420 442 250 242 248 235 170 137 4 632 300 197Average Queue (ft) 261 268 77 135 149 95 55 51 0 202 230 13195th Queue (ft) 384 403 238 210 222 185 138 106 4 563 350 199Link Distance (ft) 882 882 662 662 1698 4744Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 200 200 100 100 100Storage Blk Time (%) 40 39 3 7 0 1 1 1 54 26Queuing Penalty (veh) 0 28 13 26 2 6 5 4 30 19


Movement SB SBDirections Served L TRMaximum Queue (ft) 246 241Average Queue (ft) 145 7595th Queue (ft) 230 185Link Distance (ft) 1973Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100Storage Blk Time (%) 32 3Queuing Penalty (veh) 23 10

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Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 64 240 256 84 55 304 342 250 124 168 38 247Average Queue (ft) 25 160 172 23 20 207 224 142 76 100 7 20295th Queue (ft) 76 253 267 94 54 348 367 286 132 183 57 289Link Distance (ft) 1698 1698 1697 1697Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 1 26 33 0 28 32 7 4 10 63Queuing Penalty (veh) 5 4 24 0 5 141 52 8 14 129



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Movement EB EB EB EB WB WB WB WB NB NB NB SBDirections Served L T T R L T T R L T R LMaximum Queue (ft) 114 293 299 132 99 369 386 250 145 194 49 250Average Queue (ft) 21 161 174 20 15 187 200 125 65 86 5 18095th Queue (ft) 67 253 264 79 57 314 331 261 124 163 32 285Link Distance (ft) 1698 1698 1697 1697Upstream Blk Time (%)Queuing Penalty (veh)Storage Bay Dist (ft) 100 100 100 100 100 100 100Storage Blk Time (%) 0 25 32 0 0 23 28 6 3 8 49Queuing Penalty (veh) 2 4 21 0 0 3 111 42 6 10 91



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DATE: August 8, 2019 TO: The Honorable Mayor and City Council FROM: Gordon Haight, Assistant City Manager SUBJECT: Discussion Relating to the Game Pointe Development Agreement RECOMMENDATION: The City Council will receive a copy of the Game Pointe Development Agreement and a presentation from staff. The Council will review and consideration this Development Agreement at a future meeting. DISCUSSION: The City Council and Planning Commission received a presentation on the Game Pointe Development Agreement on July 31. The City Council will receive a copy of the draft development agreement and a presentation from staff on the key points of the agreement. The City Council can provide feedback on the agreement. This item is planned to be presented again at the next City Council Meeting allowing the Council time to review the agreement. Several of the exhibits to the agreement are being reviewed by the Planning Commission. Once the Planning Commission is comfortable with each of the exhibit items, the Planning Commission will make a recommendation to the City Council and the final Development Agreement will be presented to the City Council for approval. The final development agreement will likely be on a Council Agenda in September. ALTERNATIVES: The Council will have several meeting to provide comments and recommendations. FISCAL IMPACT: This project will add revenue to the City by increasing the City’s economic development.

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DATE: August 6, 2019

TO: Mayor and City Council

FROM: Michael Maloy, AICP, Planning Director

MEETING: City Council Work Meeting August 14, 2019

REQUEST: Text Change to the Land Development Code Regarding Animal Services Applicant: Herriman City File Number: Z2019-062

______________________________________________________________________________

Request Herriman City is proposing a text change to the Land Development Code regarding Animal Services. This item is on for discussion only. No action is requested at this time.

Process A text change is a legislative action. The Planning Commission holds a public hearing and makes a recommendation to the City Council. The City Council will then hold a public meeting to discuss the item and make the final decision.

Notice The City posted the public hearing notice in the newspaper on July 21, 2019, and on the Herriman City website on July 18, 2019. As of the date of this report, staff has not received any public comments regarding the proposed text change. The Planning Commission did not receive any comments during the public hearing.

Discussion Herriman City Animal Services began operating on July 1, 2019. Prior to the creation of this department, Herriman outsourced animal matters to Salt Lake County’s Animal Services Department. Given this new City jurisdiction, Staff sees it fit to correct language in the Land Development Code that assigns Animal Services to Salt Lake County, with language that instead assigns it to Herriman City.

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Standards

Standard Finding Rationale

The proposed amendment is consistent with goals, objectives, and policies of the General Plan.

Compliant The creation of Herriman City’s independent Animal Services department supports economic development, as well as the health, safety, and welfare of the City. Clarifying the existence of this new department in the Land Development Code supports the Animal Services Department.

The proposed amendment is harmonious with the overall character of the existing development in the vicinity of the subject property.

Compliant This text change does not relate to development of real property.

The proposed amendment does not adversely affect adjacent property to a large extent.


The facilities and services intended to serve the subject property are adequate.


Recommendation The Planning Commission recommended approval of the proposed text change to remove “Salt Lake County” and replace it with “Herriman City,” in regard to Animal Services in the Land Development Code. This item is on the work meeting for discussion only, and will come back at a future meeting for decision.

Attachments

A. Proposed Text

785

Attachment A Proposed Text

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10-3-5: DEFINITIONS, GENERALLY:

DEPARTMENT OF ANIMAL CONTROL SERVICES: The Animal Services Department of

Salt Lake County, Herriman City, Utah, or other agency/entity that which provides animal

control services for the City.

10-29-7: ANIMALS AND FOWL:

B. Foster Animals: Owners of dogs and cats may obtain a permit to keep more than three (3)

dogs or cats in a residential zone provided that:

1. Only one dog or one cat with unweaned puppies or kittens shall be kept at a time;

2. Such animal shall be the property of a local public animal shelter or an Internal

Revenue Code section 501(c)(3) animal welfare organization;

3. Such pets are awaiting adoption;

4. Approval is granted by the Health Department;

5. Adequate areas for confinement and shelter are provided;

6. No pet or premises is deemed to be a nuisance;

7. The animal shall be kept for no more than six (6) months; and

8. A foster animal permit is obtained from Salt Lake County Animal Control Animal

Services.

C. Fancier Permit: Owners of dogs and cats may obtain a permit to keep more than three (3) dogs

and cats in a residential zone provided that:

1. Each animal is registered with a national registry and eligible for licensing by Salt

Lake County Animal Services;

2. Approval is granted by the City Planning Department and Salt Lake County Animal

Services; and

3. Adequate areas for shelter and confinement are verified.

D. Hobby Permit: Owners of dogs and cats may obtain a permit to keep more than three (3) dogs,

cats, or ferrets in a residential zone provided that:

1. Each animal is rendered sterile and individually licensed;

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2. Approval is granted by the City Planning Department and Salt Lake County Animal

Control Animal Services; and

3. Adequate areas for shelter and confinement are verified.

E. Exotic Animal Permit: Any person, over eighteen (18) years of age, may obtain an exotic

animal permit upon:

1. Demonstrating sufficient knowledge of the species to provide adequate care;

2. Providing proof of adequate caging;

3. Providing proof that the animal poses no threat to the health and safety of the

community in the event the animal should escape; and

4. Providing proof of any required State or Federal license.

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Staff Report

DATE: August 6, 2019

TO: Mayor and City Council

FROM: Michael Maloy, AICP, Planning Director

MEETING: City Council Work Meeting August 14, 2019

REQUEST: Text Change to the Land Development Code to Address T-M Zone Buffering

Applicant: Herriman City

File Number: Z2019-068

______________________________________________________________________________

Request

Herriman City is proposing a text change to the Land Development Code regarding buffering in the

Technology Manufacturing (T-M) Zone. This item is on for discussion only. No action is requested

at this time.

Process

A text change is a legislative action. The Planning Commission holds a public hearing and makes a

recommendation to the City Council. The City Council holds a public meeting to discuss the item

and then makes the final decision.

Notice

The public hearing notice was posted in the newspaper and on the City website on July 21, 2019. The

proposed text was posted on the City website on July 19, 2019. As of the date of this report, we have

received no comments regarding the text change.

Discussion

Development standards for the T-M Zone are addressed in 10-13-6 of City Code. These

standards, as currently codified, do not specify details for buffering. Buffering is touched upon in

10-13-5, with the phrase “The Master Plan should create natural buffering through the location of

compatible uses and should include...identification of buffering, screening, or distance used to

mitigate possible non compatible uses…” This brief mention of buffering does not address the

details required. This text change addresses this lack of detail by providing specific buffering

requirements.

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Staff Report

Ordinance

Standard Finding Rationale

The proposed amendment is consistent with goals, objectives, and policies of the General Plan.

Compliant The inclusion of details regarding buffering in the T-M Zone helps Herriman City preserve the health, safety, and welfare of the community by mitigating nuisances from T-M activities.

The proposed amendment is harmonious with the overall character of the existing development in the vicinity of the subject property.


The proposed amendment does not adversely affect adjacent property to a large extent.


The facilities and services intended to serve the subject property are adequate.


Recommendation

The Planning Commission recommended approval of the proposed text change to provide more

detail regarding buffering in the T-M zone. No action is requested at this time. This item will be

scheduled on a future City Council meeting for a decision.

Attachments

1. Proposed Text

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Staff Report

Attachment A Proposed Text

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10-13-6: DEVELOPMENT STANDARDS: (Manufacturing Zone) B. Design Criteria: All development, including accessory buildings, in the T-M Zone and all retail

development in the M-1 Zone shall comply with the development standards set forth in section 10-12-6 of this title. The following additional requirements shall apply in the T-M Zone:

1. Development shall conform to the Master Plan approved pursuant to subsection 10-13-5E of this chapter and any applicable zoning conditions.

2. Metal buildings shall be prohibited.

3. Provide a buffer of landscaping and fencing Between Residential And Non-Residential Development:

A. A landscaped buffer, at least thirty feet (30’) wide, shall be installed along lot lines which abut a residential zone.

B. Evergreen landscaping shall be provided at distances sufficient to provide a visual and noise reducing barrier. Such landscaping shall consist of at least one tree for every twenty feet (20') of fencing. Trees shall be a minimum six feet (6’) tall when planted.

C. A minimum of one tree shall be provided for every five hundred (500) square feet of landscaped buffer area. This shall be in addition to the evergreen trees required under subsection B.

D. A minimum eight foot (8') high decorative precast or integrally colored and textured block, brick, stone, or other masonry fence and/or wall shall be installed between residential uses and non-residential uses.

E. Front yard and side yard areas on a lot which faces a street shall be landscaped for a minimum distance of twenty feet (20') behind lot lines abutting the street. This shall include a landscaped thirty inch (30") high berm measured from the grade of the adjacent sidewalk.

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https://www.sterlingcodifiers.com/codebook/getBookData.php?ft=3&find=10-12-6

https://www.sterlingcodifiers.com/codebook/getBookData.php?ft=3&find=10-13-5


DATE: August 8, 2019 TO: The Honorable Mayor and City Council FROM: Gordon Haight, Assistant City Manager SUBJECT: Discussion Relating to the Amendment to the Creek Ridge Development

Agreement RECOMMENDATION: The City Council will receive a copy of the Creek Ridge Development Agreement Amendment and a presentation from staff. The Council will review and consideration this Development Agreement Amendment at a future meeting. DISCUSSION: The City Council will receive a copy of the draft development agreement and a presentation from staff on the key points of the agreement. The City Council can provide feedback on the agreement. This item is planned to be presented again at the next City Council Meeting allowing the Council time to review the agreement. Once the City Council is comfortable with the Key points of the Development Agreement Amendment, the staff will go over the amendment with the Planning Commission. The final development agreement amendment will likely be on a Council Agenda in September. ALTERNATIVES: The Council will have several meeting to provide comments and recommendations. FISCAL IMPACT: This project could add some fiscal impact to the City by reducing the fees collected for this property.

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DATE: August 8, 2019 TO: The Honorable Mayor and City Council FROM: Gordon Haight, Assistant City Manager SUBJECT: Discussion Relating to the to the Mountain Ridge Development Agreement RECOMMENDATION: The City Council will hear several of the key elements of the Mountain proposal. The Staff will utilize the comments from the City Council to develop the development agreement. The Council will review and consideration this development agreement at a future meeting. DISCUSSION: The City Council will be shown the plans submitted for the Mountain Ridge development. The City Council can provide feedback that can be incorporated into the agreement. This item is planned to be presented again at the next City Council Meeting allowing the Council time to review the agreement. Once the City Council is comfortable with the Key points of the Development Agreement Amendment, the staff will go over the agreement with the Planning Commission. The final development agreement will likely be on a Council Agenda in September. ALTERNATIVES: The Council will have several meeting to provide comments and recommendations. FISCAL IMPACT: This project will add some fiscal impact to the City and some additional revenue.

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DATE: August 2, 2019 TO: The Honorable Mayor and City Council FROM: Blake Thomas, City Engineer SUBJECT: Vacate Right of Way located at 4100 W 14750 S and 4000 W 14850 S RECOMMENDATION: Vacate the additional right-of-way along MVC and REAL Vista Drive. DISCUSSION: The Rosecrest Pod 35 and 39 plats identify areas along REAL Vista Drive and Mountain View Corridor and dedicated those areas as public right-of-way. It has since been determined that those areas will not be needed for any future road widening. It is proposed that the right-of-way highlighted on the attached exhibit be vacated and incorporated as part of their adjacent parcel. ALTERNATIVES: Do not vacate the identified right-of-way. FISCAL IMPACT: None

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bthomas

Polygon

CITY COUNCIL MINUTES

Wednesday, June 26, 2019

Awaiting Formal Approval

The following are the minutes of the City Council Meeting of the Herriman City Council. The meeting was held on Wednesday, June 26, 2019 at 5:00 p.m. in the Herriman City Hall Council Chambers, 5355 West Herriman Main Street, Herriman, Utah. Adequate notice of this meeting, as required by law, was posted in the City Hall, on the City’s website, and delivered to members of the Council, media, and interested citizens. Presiding: Mayor Pro Tempore Jared Henderson Councilmembers Present: Sherrie Ohrn and Clint Smith Staff Present: City Manager Brett Wood, Assistant City Manager Gordon Haight, Director of Administration and Communications Tami Moody, Building Official Cathryn Nelson, Planner Michael Maloy, City Engineer Blake Thomas, Police Chief Troy Carr, City Recorder Jackie Nostrom, Director of Operations Monte Johnson, Public Works Director Justun Edwards, Police Lieutenant Cody Stromberg, Detective Marcus Beckstead, Economic Development Manager Heather Upshaw, City Attorney John Brems, Parks, Recreation, and Events Director Wendy Thomas Excused: Mayor David Watts and Councilmember Nicole Martin


1. City Council Social The City Council will meet for informal discussion and dinner. No action will be taken on any items.

2. Council Business – 5:15 PM Mayor Pro Tempore Jared Henderson called the meeting to order at 5:22 p.m. and noted that MayorWatts and Councilmember Martin were excused from the meeting.

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June 26, 2019 – City Council Minutes Page 2 of 11

2.1 Review of this Evening's Agenda Public Works Director Justun Edwards briefly reviewed the changes to the ordinance for water rates,primarily that they would be combining the language for culinary and secondary water rates. Other partsof the language would be clarified and updated. 2.2 Future Agenda Items City Manager Brett Wood followed up on the potential agenda items discussed at the previous meeting.It was decided to schedule a harassment training for a day that the entire Council was present.

3. Administrative Reports 3.1. Introduction of the Animal Services Division - Troy Carr, Police Chief Police Chief Troy Carr explained that Animal Services would be online in the community on July 1st. Heintroduced Debbie Pedersen and Charlotte Fenstermaker as new Animal Services Officers. The Officersboth addressed the Council and spoke of their background. Chief Carr said that they had received a lotof applications for this position. They invited the community to attend the opening event. 3.2. Parks and Recreation Month Proclamation and review of July Events- Wendy Thomas,Director of Parks, Recreation and Events Director of Parks, Recreation and Events Wendy Thomas stated that July was National Parks andRecreation Association Month, and they had a lot of activities planned in addition to Herriman Night atthe Movies. The Creek Ridge Park ribbon cutting would be August 2nd. 3.3. Discussion of a proposed text change to the Land Development Code to Allow CannabisProduction as a Conditional Use in the A-1 (Agricultural) and M-1 (Manufacturing) Zones (FileNo. Z2019-027) - Michael Maloy, City Planner City Planner Michael Maloy explained that the State of Utah updated state statute to allow for cannabisproduction in certain zones, and mandated that cities allow the use within specific zones as a conditionaluse. The State would be in charge of all licensing with this use, and they would be limiting the use to 10permits statewide. City Planner Maloy proposed the conditional use would be allowed in the A-1 andM-1 zones. 3.4. Discussion relating the Land Development Code Amendment to permit the A-.25(Agricultural) Zoning Designation - Michael Maloy, City Planner City Planner Michael Maloy explained that the Planning Commission, at the request of the City Council,had discussed bringing back a larger lot agricultural zone. They were proposing the A-.25 Zone withnew provisions and conditions, and the removal of the density bonus criteria. Councilmember Smithappreciated that the Planning Commission has done as directed, and he liked their recommendation. 3.5. McCuiston Road Project Discussion and Direction - Blake Thomas, City EngineerCity Engineer Blake Thomas first presented a timeline for the McCuiston Avenue Project and reviewedthe different approaches the City had taken to resolve the issues surrounding it. Negotiations stalled in

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March, and now staff was looking for direction to move forward. He briefly described the project andstated that there were three parcels that they needed to acquire to complete the project. Staff presentedthe following options:

No ROW purchase options: o Do nothing o Leave out improvements along parcels we cannot acquire

Options require ROW purchase: o Partial temp improvements o Full improvements

Options to recoup costs: o Protection strip o Ordinance requiring reimbursement

The Council discussed the options available to the City, and they voiced their support of pursuingcondemnation. The incomplete project had become a safety concern because one or two propertyowners refused to donate the right-of-way. City Engineer Blake Thomas said that the cost of the projectwould increase $7,000-$15,000 if the City paid for the property. A discussion ensued about the potentialoutcomes of pursing the condemnation process. Staff said that they could draft an ordinance that wouldrequire reimbursement for street improvements if the benefitted properties were ever developed in thefuture. The Council directed staff to draft an ordinance, but also to make a good faith attempt to acquirethe property. They also requested that the ordinance set an interest rate to account for inflation. 3.6. Discussion relating to the Development of residential properties owned by Suburban Land Reserve (SLR) - Gordon Haight, Assistant City Manager Assistant City Manager Gordon Haight introduced Mr. Steve Maddox with Edge Homes, and orientedthe Council of the SLR development within Herriman City. Mr. Maddox presented the Herriman City Storm Drain outfall project, which was required by the City’sengineering department. They intended to have a mix of uses in this development, including greenspaces, three LDS meeting houses, and a ten-acre park that would be dedicated as programmable space.He identified the public and private roadways, as well as two slip roads. He briefly addressed the futureof public transportation and light rail in this area. Councilmember Ohrn expressed concern that children would try to play in the grassy areas that abut thelight rail lines. There was a discussion regarding the programmable park space.

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3.7. Discussion of the Game Pointe Development Agreement - Gordon Haight, Assistant CityManager Assistant City Manager Gordon Haight presented the proposal for the Game Pointe subdivision thatwas approved by the Planning Commission. The plat still needed to be recorded, and the closing on theproperty was scheduled for August 5, 2019. The City’s responsibility was to record the plat, rezone theproperty, and have a development agreement in place. There would be only one City Council meetingin July, and the next meeting would be after August 5th, so they may need to adjust the contract with anew closing date. Staff was working on the development agreement now, and they intended to bringthe full agreement to the Planning Commission on July 18th. Assistant City Manager Haight addressed a few important points of the development agreement,including the purchase cost per square foot, allowed uses, and the developer’s contribution. Heexplained that Lot 1 would be a food establishment, and Lot 2 would be a family entertainment center. Councilmember Henderson wanted to ensure that there was a safety mechanism in the zoning in casethe development didn’t go through. The property should revert back to the Auto Mall zoning if theproject wasn’t completed. There was a discussion regarding the zoning and allowed uses. 3.8. City Manager Updates - Brett Wood, City Manager City Manager Brett Wood reported on the success of Fort Herriman Town Days, and he thanked the Council and staff for their participation. He also reported on a meeting with the Fire Station and the Riverton Swearing-In Ceremony. Chief Carr reported on several incidences that the police responded to in the past month.

Adjournment Councilmember Smith moved to adjourn the work meeting at 7:00 p.m. Councilmember Ohrn seconded the motion, andall voted aye.


5. Call to Order Mayor Pro Tempore Jared Henderson called the meeting to order at 7:10 p.m. and welcomed those inattendance. He excused Mayor David Watts and Councilmember Nicole Martin. 5.1 Invocation/Thought/Reading and Pledge of Allegiance Ms. Heather Garcia led the audience in the Pledge of Allegiance. 5.2 City Council Comments and Recognitions Councilmember Smith thanked staff for a successful Fort Herriman Towne Days, and commented onthe history markers that had been installed. Councilmember Ohrn and Mayor Pro Tempore Hendersonechoed his comments.

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6. Public Comment No Public Comment was offered.

7. City Council Board and Committee Reports Councilmember Ohrn reported on the Wasatch Front Waste and Recycling District (WFWRD) BoardMeeting that took place on Monday. They would be sending out a survey this year to assess the residents’understanding of the recycling program and their usage. The survey would run from July 8th to the 29th.She encouraged everyone to participate. Councilmember Smith, who serves on the UTA Advisory Committee, said that the Board of Trusteeshad made a selection for their new Executive Director, and the candidate would start that position onAugust 19th. Mayor Pro Tempore Henderson reported on the Southwest Mayor’s Caucus and said that the JordanValley Water Conservancy came and gave a presentation about their recent studies, capital projects, andso on.

8. Consent Agenda 8.1. Parks and Recreation Month Proclamation - Wendy Thomas, Director of Parks, Recreation and Events 8.2. Approval of a Resolution adopting a Revised Organization Chart Councilmember Ohrn moved to approve the Consent Agenda as written. Councilmember Smith seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Absent Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Absent The motion carried unanimously.

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9. Discussion and Action Items 9.1. Discussion and consideration of an Ordinance adopting the Community ReinvestmentProject Area Plan and Budget for the Herriman Innovations District Community ReinvestmentProject Area - Heather Upshaw, Economic Development Manager Councilmember Smith moved to approve Ordinance No 2019-16 adopting the Community Development Project AreaPlan entitled, “Herriman Innovation District CRA Project Area Plan and Budget” dated June 2019. CouncilmemberOhrn seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Absent Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Absent The motion carried unanimously. 9.2. Discussion and Consideration of an Ordinance Amending Title 7, Chapter 8 For ParkFacilities, Trails and Open Space - Wendy Thomas, Director of Parks, Recreation and Events Director of Parks, Recreation and Events Wendy Thomas, gave a short presentation outlining theproposed amendments. The Council requested that the list include OHV in the “trails” definition. Councilmember Ohrn moved to approve Ordinance No 2019-17 amending Title 7, Chapter 8, Park Facilities, Trailsand Open Space with the provision to add OHV under the trails definition. Councilmember Smith seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Absent Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Absent The motion carried unanimously. 9.3. Discussion and Consideration of an ordinance amending and restating the Water Fee andRate Structure - Justun Edwards, Public Works Director Public Works Director Justun Edwards, said that the Council had discussed a water rate increase inFebruary of this year, and now staff was proposing an ordinance amendment to set the fees. The majorchange to the ordinance was the combination of the culinary and secondary water ordinances. Otherchanges included grammatical edits, clarifying references, and updated language. He noted that ratestructures would no longer be included in the ordinance, but placed and referenced only in the Master

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Fee Schedule. The fee would increase by about 2-percent beginning July 1st, so the residents wouldn’tsee the changes until they receive their August bill. The study they conducted recommended that therates increase by 2-percent annually over the next four years, and staff recommended that the rates bereviewed every few years. Director Edwards noted that there was a change to the landscape irrigationstructure, which would not include conservation tiers. The water rate analysis process was presented onFebruary 27 and presented to Council on May 8, 2019. Public hearings were held on May 8th and May22nd. No additional public comments were submitted. The Council was comfortable with the proposed changes. Councilmember Smith moved to approve Ordinance No 2019-18 amending the Culinary and Secondary Water Feeand Rate Structure with respect to a Hydrant Meter and enacting related provisions, establishing enforcement proceduresand establishing requirements and backflow prevention. Councilmember Ohrn seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Absent Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Absent The motion carried unanimously. 9.4. Discussion and consideration of an ordinance seeking a Zoning Map Amendment to rezone6 acres located at 12120 Mountain View Corridor from AMSD (Auto Mall Special District) to C-2 (Commercial) (File No. Z2019-044) - Michael Maloy, City Planner City Planner Michael Maloy presented the proposed zoning map amendment and explained that the proposal would rezone six acres of property to AMSD to C-2. The C-2 zoning included zoning conditions, which restricted the uses on the property. The Planning Commission recommended the zoning conditions over the entire six acres; however, the Council may want to consider two separate zoning conditions for each lot to ensure that the intended uses were allowed. One Planning Commissioner was not in favor of the rezone because they felt it may limit the future of the Auto Mall. Staff confirmed that there was still sufficient property for the Auto Mall to be developed. Aaron Osmond, the applicant, said that his intention was to bring a true family entertainment center to Herriman City. The development would include a full-service family restaurant and pizza bar. The entertainment center would be a two-story, multi-element ropes course with zipline, climbing walls, kiddie course, bowling alley, laser tag, escape rooms, interactive visual sports bays, and arcade games. Outdoor attractions would include a four-story ropes course and miniature golf. He presented a layout for the site and conceptual designs for the facility. Funding had been obtained and they intended being construction as soon as possible.

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Councilmember Smith liked the concept plans presented and agreed this would be a good developmentfor Herriman City. He asked about the potential zoning conditions, and staff explained that they couldamend the zoning conditions of Lot 1 to include food sales. There was continued discussion regardingthe zoning in relation to the intended uses of the development. Councilmember Smith moved to approve Ordinance No 2019-19 authorizing a zoning map amendment for 6 acres ofproperty located at approximately 12120 Mountain View Corridor from AMSD to C-2 with the following ZoningConditions: Lot 1 be limited to General Restaurant; and Lot 2 limited to Indoor and Outdoor Recreation Activities.Councilmember Ohrn seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Absent Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Absent The motion carried unanimously. 9.5. Discussion and consideration of a Resolution approving an Interlocal CooperativeAgreement with Riverton City for the Chip Seal and Lane Striping of 13400 South - BlakeThomas, City Engineer City Engineer Blake Thomas presented the proposed Interlocal Cooperative Agreement for the chip sealprojects along 13400 South. Councilmember Smith moved to approve Resolution No R26-2019 approving an Interlocal Cooperative Agreementwith Riverton City for the chip seal and lane striping of 13400 South. Councilmember Ohrn seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Absent Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Absent Mayor David Watts Aye The motion carried unanimously.

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9.6. Discussion and Consideration enacting Title 12, Chapter 7, of the Herriman City Code ofOrdinances with respect to the Creation and Operation of a Storm Sewer Utility - BlakeThomas, City Engineer City Engineer Blake Thomas explained that the Herriman Storm Water Management Program was astate-mandated program. Money from the program was insufficient, so the City either needed to takemoney from the General Fund to supplement it or enact a fee. The City had established a steeringcommittee to research options. Engineer Blake presented the projected revenues and expenses basedon the proposed fees:

Class 1 – 7.00 single family residential

Class 2 – 4.90 town homes, single level housing

Class 3 – 4.20 – condo and stacked housing.

Class 3 – institutional, commercial and apartments – 7.00 per ERU /4000 – with an opportunity for credits.

The program objectives would be to manage the quality and quantity of storm water runoff to minimizeflooding, property damage, reduce pollutants into receiving and ground waters, and to mitigatedegradation of the integrity of City streets and transportation systems. Councilmember Ohrn moved to approve Ordinance No 2019-20 enacting Title 12, Chapter 7 of the Herriman CityCode with respect to the creation and operation of a Storm Sewer Utility. Councilmember Smith seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Absent Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Absent Mayor David Watts Aye The motion carried unanimously. 9.7. Discussion and Consideration of an Ordinance amending the Animal Control Ordinanceto Accommodate Self-Providing Services - John Brems, City Attorney City Attorney John Brems explained that amendments to the Animal Control Ordinance were necessaryto accommodate the City creating their own Animal Services. Most of the changes were grammatical orclarifying. Mayor Pro Tempore Henderson said that the City felt that they had been overpaying for these services from the County, and they requested that staff pursue this option. He thanked staff for their work.

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Councilmember Smith moved to approve Ordinance No 2019-21 amending the Animal Services Ordinance toAccommodate Self-providing services, and directing staff to make the following amendments to the ordinance: replace theterm “Animal Control” with “Animal Services” as applicable, and amend the Civil Penalties Chart Section 1-11-5(E)to reference the Master Fee Schedule. Councilmember Ohrn seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Absent Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Absent The motion carried unanimously. 9.8. Discussion and Consideration of a Resolution amending the Master Fee Schedule byadding the New Water Rate Fees, Animal Control Fees and readopting the Herriman Master FeeSchedule as Amended - John Brems, City Attorney City Attorney John Brems said that this resolution was adopted as part of the budget. The resolution updates fees including animal service fees, water rates, and storm drain utility fees. Councilmember Ohrn moved to approve Resolution No R27-2019 amending the Master Fee Schedule by adding thenew water rate fee schedule, the animal control fee schedule, and the updated storm water utility fee, and readopting theHerriman Master Fee Scheduled as amended. Councilmember Smith seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Absent Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Absent The motion carried unanimously. 9.9. Discussion and consideration of a Resolution approving Policies for Authorized PersonalUse of Public Property - John Brems, City Attorney City Attorney John Brems explained that the resolution would amend the policy regarding the lawregulating the personal use of public property. Currently, any personal use of public property wasconsidered a felony. He confirmed the proposed changes were for the protection of City employees. Councilmember Smith moved to approve Resolution No R28-2019 approving policies for authorized personal use ofPublic Property. Councilmember Ohrn seconded the motion.

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The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Absent Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Absent The motion carried unanimously.

10. Future Meetings 10.1. July 10 - City Council Work Meeting 5:00 p.m.; City Council Meeting 7:00 p.m. 10.2. July 18 - Planning Commission Meeting 7:00 p.m.

11. Events 11.1. July 1 - Social Media Scavenger Hunt 11.2. July 2 - Yeti In the Park; Skate Park 11:00 a.m.

12. Closed Session The Herriman City Council may temporarily recess the City Council meeting to convene in a closed session to discuss pending or reasonable imminent litigation, and the purchase, exchange, or lease of real property, as provided by Utah Code Annotated §52-4-205 There was no closed session.

13. Adjournment Councilmember Smith moved to adjourn the City Council meeting at 8:23 p.m. Councilmember Ohrn seconded themotion, and all voted aye.

14. Recommence to Work Meeting (If Needed) There were no additional items to discuss.

I, Jackie Nostrom, City Recorder for Herriman City, hereby certify that the foregoing minutes represent a

true, accurate and complete record of the meeting held on June 26, 2019. This document constitutes the

official minutes for the Herriman City Council Meeting.

Jackie Nostrom, MMC

City Recorder

808

CITY COUNCIL MINUTES

Wednesday, July 10, 2019

Awaiting Formal Approval

The following are the minutes of the City Council Meeting of the Herriman City Council. The meeting was held on Wednesday, July 10, 2019 at 5:00 p.m. in the Herriman City Hall Council Chambers, 5355 West Herriman Main Street, Herriman, Utah. Adequate notice of this meeting, as required by law, was posted in the City Hall, on the City’s website, and delivered to members of the Council, media, and interested citizens. Presiding: Mayor David Watts Councilmembers Present: Nicole Martin, Sherrie Ohrn, Clint Smith, and Jared Henderson Staff Present: City Manager Brett Wood, Assistant City Manager Gordon Haight, Director of Administration and Communications Tami Moody, Building Official Cathryn Nelson, Planner Michael Maloy, Assistant City Engineer Jonathan Bowers, Police Chief Troy Carr, City Recorder Jackie Nostrom, Director of Operations Monte Johnson, Public Works Director Justun Edwards, Police Lieutenant Cody Stromberg, Finance Director Alan Rae, Detective Marcus Beckstead, Economic Development Manager Heather Upshaw, Staff Engineer Josh Peterson


1. City Council Social The City Council will meet for informal discussion and dinner. No action will be taken on any items.

2. Council Business – 5:15 PM Mayor David Watts called the meeting to order at 5:16 p.m. 2.1 Review of this Evening's Agenda The City Council and staff briefly reviewed the agenda. 2.2 Future Agenda Items There were none.

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July 10, 2019 – City Council Minutes Page 2 of 10

3. Administrative Reports 3.1. South Valley Sewer Board Presentation - Craig White, South Valley Sewer District GeneralManager South Valley Sewer District General Manager Craig White stated that he had been with the District for 25 years. The mission of the District is to expand the sewer system, both collection and treatment, as finances permit. Manager White reviewed the services the District provides to the community. It was estimated that the property within the District was about 50-percent build out, and their greatest concern was density. Both Sandy and Draper had created zones that had unlimited height and unlimited density, and the development of the prison property was currently unknown. Manager White described the makeup of the Board, which consisted of both elected officials and appointed officials. The current Chair has served nearly 28 years on the Board. The District was currently tracking 239 active subdivisions. Last year, they had 5,259 residential connections conducted. They were seeing a 30-percent increase in connections this year. Manager White explained that their waste goes to three different treatment plants, and they treat 18 million gallons per day. The sewer impact fees received were split into “collection” and “treatment”, and they were using some of the “treatment” funds to prepay their debt. They would be debt-free by the time they have to expand again. The goal was to expand without raising property taxes or service charges. Councilmember Henderson asked how the pipe upsizing would be funded. Manager White explained impact fees could only be used when associated with growth, so pipe upsizing would be funded by a combination of impact fees and general fund reserves. Manager White then reviewed upcoming projects and plans to provide service for future developments. Councilmember Smith thanked the District for their service to the community. 3.2. Discussion regarding Subdivision Amendment Restrictions in Herriman City - Michael Maloy, City Planner City Planner Michael Maloy explained that the Planning Commission and City Council had expressed interest in preventing further subdivision of properties that were already involved in subdivisions. Staff essentially explained the Council desired to propose an amendment to the subdivision code that prohibits further subdivision once the plat was recorded. Councilmember Smith emphasized that they wanted to maintain the quality of life expectations in certain areas, but they also needed to consider the property rights of individuals on both sides. Planner Maloy recommended that they research the possibility of changing the base zoning of certain properties the Council wanted to maintain certain acreages. He presented a map of the City and explained there were about 850 parcels that were larger than a half-acre and smaller than five acres, and located within a zone that would potentially allow for further subdivision. Staff also looked at the properties that are part of Planned Unit Developments that were granted density bonuses. They may be able to record some kind of notice stating that the properties are not permitted for further subdivision.

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Councilmember Henderson agreed that they needed to protect the integrity of previously developed lots. Councilmember Smith said that they need to decide, as a community, what areas needed to be protected. Councilmember Ohrn expressed her concerns with picking and choosing what lots can subdivided and what lots cannot. Councilmember Martin commented that the integrity of a lot was subjective. They needed to be sure that whatever option they pursued, it didn’t interfere with property rights. Councilmember Henderson asked if there were other stipulations they could put in place to protect existing lots. Assistant City Manager Gordon Haight offered a few examples. Councilmember Henderson requested that the Planning Commission and staff discuss and make recommendations to the City Council. Staff agreed that there probably wasn’t a blanket solution for all properties in the City, so it would be wise to have several options. 3.3. East Herriman Future Water Infrastructure Discussion - Justun Edwards, Public WorksDirector Public Works Director Justun Edwards explained that the water infrastructure of the City was something that staff had been trying to resolve. The current storage and pump facilities cannot supply the increased demand of the growing City, especially in the Southeast area. Staff recommended that no new developments be approved until new infrastructure is installed. He presented a map depicting the different pressure zones in the City. He noted that this concern wasn’t about water availability, but about capacity. The required storage capacity for zones one and two was about four million gallons. If they added zone four, it would require another 600,000 gallons. Rather than increasing the tank size of the existing tank, staff would prefer to install a new tank and two new pump stations. A system evaluation had been conducted to identify capacity, and the study showed that there was no excess capacity available for new growth. The next step in the process would be to verify storage and pump capacity needs, update the Water Masterplan, procure engineering services, select a tank site, identify water line alignment, coordinate with property owners and developers, and explore funding options. 3.4. Property Acquisition Reimbursement Ordinance Proposal - John Brems, City Attorney City Attorney John Brems explained that the proposed ordinance would create a basis to impose an obligation on properties that are adjacent to public improvements (i.e. to a road or water system) based on the concept that the public improvements would increase the value of the adjacent property. The ordinance would have a fairly narrow impact and would apply only to project improvements. The Council expressed support. 3.5. Report on the 2019-2020 Budget Items - Alan Rae, Finance Director Finance Director Alan Rae explained there were three budget amendments in the areas of Animal Services, the Storm Water fund, and Capital Projects. The amendments would not affect fund balance because they were already anticipated in the previous year. He briefly reviewed each budget amendment.

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3.6. City Manager Updates - Brett Wood, City Manager City Manager Brett Wood reported on Animal Services and stated that the program had been a success. They had two dedicated officers for Herriman City, and they were partnering with South Jordan City to use their animal shelter. There had been discussions about creating a transfer station closer to the Herriman residents. They expected to increase licensing fees in the near future. Manager Wood stated that they were having a kick-off meeting for the new public safety building project.He noted that Animal Services would be incorporated into that facility. Employee Appreciation Daywould be scheduled for August 15th. There would be a joint City Council/Planning Commission meetingon July 31, 2019.

4. Adjournment Councilmember Martin moved to adjourn the work meeting at 6:58 p.m. Councilmember Smith seconded the motion, andall voted aye.


5. Call to Order Mayor Watts called the meeting to order at 7:05 p.m. and welcomed those in attendance. 5.1 Invocation/Thought/Reading and Pledge of Allegiance Youth Council Member Alexander Hill led the audience in the Pledge of Allegiance. 5.2 City Council Comments and Recognitions There were no Council Comments.

6. Public Comment Teddy Hodges spoke about the Olympia Hills submittal. Rob Anderson said that he had used the Herriman Hills trails recently and wanted to thank all those individuals that made that possible. It was a great amenity to the residents. With all of the recent construction, the roads were full of debris, which was hazardous to cyclists. He requested that the City make an effort to clean up some of the roadways.

7. City Council Board and Committee Reports Councilmember Ohrn, who serves on the Mosquito Abatement Board, reported that there were no cases of West Nile Virus yet this year. If any residents found mosquitoes on their property, they should contact the Mosquito Abatement Board. The residents also should have received an email containing a survey from Wasatch Front Waste and Recycling District. She urged the residents to fill out the survey.

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Councilmember Smith stated that Craig White from the South Valley Sewer District made a presentationto the Council during the work session and provided a lot of valuable information. He encouraged thepublic to review that presentation.

8. Reports, Presentations and Appointments 8.1. Youth Council Introduction and Oath of Office - Destiny Skinner, CommunicationsSpecialist Communications Specialist Destiny Skinner said that 26 youth served on the Council last term, and 19 of them earned scholarships for their participation. The following youth were recognized: Justin Anderson, Jaden Bennett, Tayla Chiang, Tanner Christensen, Jake Didenhover, Abby Edwards, Emily Fernley, Coleman Gagon, Sabra Griffith, Alexander Hill, Kala Hyte, Liam Hyte, Randee Jones, Grace Pelch, Chrisse Robinson, Ann Seo, Lea Seo, Brooklin Vasica, and Grace Watson. Ms. Skinner stated that 15 youth would be returning to the Council this year, and they would have a total of 38 youth serving on the Youth Council for 2019-2020. She introduced the following: Donnee Anderson, Justin Anderson, Katie Anderson, Lyissa Anderson, Kennedy Banks, Braxton Bennett, Jaden Bennett, Hallie Boren, Bradley Carver, Tanner Christensen, Conner Bray, Parker Dall, Jake Didenhover, Abby Edwards, Emily Fernley, McKelle Freeman, Coleman Gagon, Griffin Gagon, Jaymon Gray, Sabra Griffith, Austin Henderson, Alexander Hill, Liam Hyte, Randee Jones, Chloe Lawless, Nicole Lee, Grace Lunt, Joshua Martindale, Hunter Opheikens, Grace Pelch, Lauryn Pelch, Haley Pester, Jaidan Richardson, Ann Seo, Lea Seo, Solomon Sleater, Alayna Suker, and Grace Watson. City Recorder Jackie Nostrom administered the Oath of Office for the Youth Council. 8.2. Herriman Police Department Sergeant Promotion - Troy Carr, Police Chief Police Chief Troy Carr informed the Council of the first promotion for the Herriman Police Department Officer to Sergeant. Lieutenant Cody Stromberg introduced Sergeant Brad Bailey and gave his background. He also offered an explanation of the symbolism of the badge pinning ceremony. The pinning of the badge was conducted by Sergeant Bailey’s spouse. Sergeant Bailey expressed his appreciation and excitement to be able to serve in Herriman City. The Council thanked him for his service. 8.3. 2019 Fireworks Update - Chief Riley Pilgrim and Chief Troy Carr Chief Carr gave a short presentation of firework safety, and reviewed State regulations regarding the discharge of fireworks. Chief Pilgrim explained the challenges of enforcing firework laws, but if a person is guilty of the infraction, they could be fined up to $1,000. Chief Carr reviewed approved firework discharge dates and times. There was an interactive map located on the Unified Fire Authority website, but it wasn’t completely inclusive. They reported that the Herriman Police Department received 32 calls for service related to unlawful fireworks on the week of July 4th. Only one call was a firework related injury.

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There was a discussion regarding fireworks in church parking lots and how they could resolve that issue.The Police Department presented a series of videos that were created to educate the residents aboutfirework safety.

9. Public Hearing 9.1. Public Hearing to consider the adoption of a Public Safety Impact Fee Facilities Plan - JohnBrems, City Attorney City Attorney John Brems explained that the following three items were the first steps in creating a Public Safety Impact Fee to fund a portion of the future public safety building. The Impact Fee would be before the City Council for adoption on August 14, 2019. The proposed impact fee would be $260.83 for Residential and $.50 per square foot for non-residential buildings. The Police Building would consist of a 33,000 square foot building, 17,044 square feet of interior storage and 5,456 square feet of exterior storage space within the next ten years in order to maintain existing service levels. Mayor Watts opened the public hearing. There were no comments offered. Councilmember Smith moved to close the public hearing. Councilmember Ohrn seconded the motion, and all voted aye. 9.2. Public Hearing to consider the adoption of a Public Safety Impact Fee Analysis - JohnBrems, City Attorney Mayor Watts opened the public hearing. There were no comments offered. Councilmember Martin moved to close the public hearing. Councilmember Smith seconded the motion, and all voted aye. 9.3. Public Hearing to consider an ordinance for the Public Safety Fee Enactment - John Brems,City Attorney Mayor Watts opened the public hearing. There were no comments offered. Councilmember Martin moved to close the public hearing. Councilmember Ohrn seconded the motion, and all voted aye.

10. Consent Agenda 10.1. Approval of the June 12, 2019 City Council Meeting Minutes 10.2. Approval of the Monthly Financial Summary

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Councilmember Martin moved to approve the Consent Agenda as written. Councilmember Henderson seconded themotion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Aye Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Aye The motion carried unanimously.

11. Discussion and Action Items 11.1. Discussion and consideration of a text change to the Land Development Code to allowCannabis Production as a Conditional Use in the A-1 (Agricultural) and M-1 (Manufacturing)Zones (File No.Z2019-027) - Michael Maloy, City Planner City Planner Michael Maloy explained that this ordinance amendment was in response to a change in State Law. The proposed text change would make cannabis production a conditional use in A-1 (Agricultural) and M-1 (Manufacturing) zones. Cannabis production, and the various components of it, are defined by State statute with the allocation of 10 licenses across the State of Utah. Herriman City ordinance would reference State statute to avoid conflicts. Planning Commission voted to recommend approval of the proposed amendment to allow cannabis production as a conditional use in the A-1 (Agricultural) and M-1 (Manufacturing) zones. Councilmember Ohrn moved to approve Ordinance No. 2019-22 authorizing a text change to the Land DevelopmentCode to allow cannabis production as a conditional use in the A-1 (Agricultural) and M-1 (Manufacturing) Zones.Councilmember Martin seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Aye Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Aye The motion carried unanimously. 11.2. Discussion and consideration of an Ordinance to authorize a text change to the LandDevelopment Code to Permit A-.25 (Agricultural) Zoning (File No. Z2019-037) - Michael Maloy,City Planner City Planner Michael Maloy gave a brief history of the A-.25 zone and why it was abandoned a few years ago. However, the Herriman City General Plan requires several areas of the City to be zoned agricultural, and currently there was no agrarian zone that would allow quarter acre residential development. This limitation creates an issue for developers who wish to rezone, but do not have an

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appropriate option since the A-.25 zone can no longer be used, and a new low-density zone was never adopted. This condition often leads to developers asking for residential zones in areas that should be agricultural. The Planning Commission recently directed staff to draft an amendment to allow the use of the A-.25 zone again. They also asked for changes to remove the incentives for planned developments (PUD) and encourage smaller properties to do subdivisions. Councilmember Ohrn asked if there were changes made to the A-.25 zoning ordinance from the last time it was in the code. Planner Maloy identified three changes. Mayor Watts was concerned about adopting language that didn’t outline a minimum lot size. The Council had been discussing ways to stop properties from being re-subdivided, and this amendment seemed like the opposite of what they wanted. He wasn’t comfortable approving the language as it was. Councilmember Smith was opposed to waiting on this amendment. He felt it was important to have in the code. There was some discussion regarding minimum lot sizes being calculated net versus gross. They also discussed the removal of some the density bonuses. Councilmember Ohrn suggested that they remove the density bonus for donating land for schools. Councilmember Smith spoke of his experience with the A-.25 zone when he was on the Planning Commission. They decided to remove the zoning because it didn’t have the desired effect. However, many of their previous concerns were gone, and this could be a good solution. Planner Maloy stated that the minimum lot size of the A-.25 was 10,000 square feet. However, that size can be reduced to 8,100 square feet using density bonuses. If they wanted to use the net count, the minimum size would be 10,890 square feet. Councilmember Ohrn moved to approve Ordinance No. 2019-23 authorizing a text change to the Land Development Code to permit the use of A-.25 Agricultural Zone with the elimination of public school being allowed as a density bonus. Councilmember Henderson seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Aye Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Nay The motion carried with a vote 4:1.

12. Future Meetings 12.1. July 18 - Planning Commission Meeting 7:00 p.m.

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12.2. July 31 - Joint Planning Commission/City Council Meeting 6:00 p.m.

13. Events 13.1. July 11 - Yeti in the Park; Rosecrest Park Splash Pad 1:00 p.m. 13.2. July 11-13, 15-20 - Joseph and the Amazing Technicolor Dreamcoat; Butterfield Park 8:00p.m. 13.3. July 17 - Yeti in the park; Crane Park Splash Pad 11:00 a.m. 13.4. July 29 - Spikeball Tournament; Crane Park 6:00 p.m. 13.5. July 30 - Arches Park Ribbon Cutting; Arches Park 5:00 p.m. 13.6. August 2 - Creek Ridge Park Ribbon Cutting 5:00 p.m.

14. Closed Session The Herriman City Council may temporarily recess the City Council meeting to convene in aclosed session to discuss pending or reasonable imminent litigation, and the purchase,exchange, or lease of real property, as provided by Utah Code Annotated §52-4-205 Councilmember Smith moved to temporarily recess the City Council work meeting to convene in a Closed Session to discusspending or reasonably imminent litigation and the purchase, exchange, or lease of real property, as provided by Utah CodeAnnotated §52-4-205 at 8:32 p.m. Councilmember Ohrn seconded the motion. The vote was recorded as follows: Councilmember Jared Henderson Aye Councilmember Nicole Martin Aye Councilmember Sherrie Ohrn Aye Councilmember Clint Smith Aye Mayor David Watts Aye The motion passed unanimously. The Council reconvened the General Meeting at 8:52 p.m.

15. Adjournment Councilmember Ohrn moved to adjourn the City Council meeting at 8:52 p.m. Councilmember Martin seconded themotion, and all voted aye.

16. Recommence to Work Meeting (If Needed)

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I, Jackie Nostrom, City Recorder for Herriman City, hereby certify that the foregoing minutes represent a

true, accurate and complete record of the meeting held on July 10, 2019. This document constitutes the

official minutes for the Herriman City Council Meeting.

Jackie Nostrom, MMC

City Recorder

818


DATE: August 8, 2019 TO: The Honorable Mayor and City Council FROM: Troy Carr, Chief of Police SUBJECT: Adding Animal Adoption fees to the Master Fee Schedule RECOMMENDATION: Approval of the Adoption Fees to the Master Fee Schedule BACKGROUND: Staff is recommending an adoption fee to range between $25 - $150 depending on what pre-existing procedures have been conducted on the animal (i.e. Spay/neuter, microchip, etc.) There may also be occasional adoption drives where the price will be lowered to have a better chance of adopting animal that may be less marketable.

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HERRIMAN, UTAH RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL AMENDING THE MASTER FEE SCHEDULE BY

ADDING THE ANIMAL SERVICES ADOPTION FEES

WHEREAS, the Herriman City Council (the “Council”) met in regular meeting on August 14, 2019, to consider, among other things, a resolution of the Council amending the Herriman Master Fee Schedule by adding the new animal services adoption fees; and WHEREAS, the Council has determined it necessary to amend the Herriman Master Fee Schedule by adding the animal services adoption fees (designated by interlineating the words to be deleted and underlining the words to be added) as set forth in the attached exhibit “A;” and WHEREAS, after careful consideration, the Council has determined that it is in the best interest of the health, safety, and welfare of the inhabitants of the City to amend the Herriman Master Fee Schedule to add the fee schedules as set forth in the attached exhibit “A”. NOW, THEREFORE, BE IT RESOLVED by the Council that the Herriman Master Fee Schedule be amended by adding the animal service adoption fees (designated by interlineating the words to be deleted and underlining the words to be added) as set forth in attached exhibit “A”.

PASSED AND APPROVED this 14th day of August, 2019.

HERRIMAN COUNCIL By: ______________________________________ David Watts, Mayor

ATTEST: ______ Jackie Nostrom, MMC City Recorder

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-2-

Exhibit A

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Fee Billing Calculated Collected Covered By Ordinance #

Building Permit - Single Family Dwelling, Unattached (SFD)

Building Value = $2,000 or less$25 for the first $500 value, plus $5 for each additional $100 to $2,000

Per Permit Building Department Building Department 14-17

Building Value = $2,001 to $25,000$113.25 for the first $2,000 value, plus $21 for each additional $1,000 to $25,000


Building Value over $25,001 to $50,000$669.25 for the first $25,000 value, plus $18 for each additional $1,000 to $50,000


Building Value over $50,001 to $100,000$1,163.75 for the first $50,000 value, plus $14 for each additional $1,000 to $100,000


Building Value over $100,001 to $500,000$1,943.75 for the first $100,000 value, plus $9 for each addt'l $1,000 to $500,000


Building Value over $500,001 to $1,000,000$6,783.75 for the first $500,000 value, plus $6 for each addit'l $1,000 to $1,000,000


Building Value = $1,000,000 and up$10,673.75 for the first $1,000,000 value, plus $5 for each additional $1,000 or fraction thereof


Building Permit - Multi-Family Dwellings (A)

14-17

Building Value = $100,000 to $500,000$2,249.00 for 1st $100,000 value + $14.00 for each additional $1,000 value


Building Value = $500,000 to $1,000,000$7,849.00 for 1st $500,000 value + $9.00 for each additional $1,000 value


Building Value over $1,000,000$12,349.00 for 1st $1,000,000 value + $7.00 for each additional $1,000 value


Building Permit - Commercial Buildings02-04

Building Permit - All Other (B)02-04

Building Value = $500 to $2,000$23.50 for 1st $500 value + $3.05 for each additional $500 value


Building Value = $2,000 to $25,000$69.25 for 1st $2,000 value + $14.00 for each additional $1,000 value


Building Value = $25,000 to $50,000,000$391.75 for 1st $25,000 value + $10.10 for each additional $1,000 value



Building Value = $50,000 to $100,000,000$643.75 for 1st $50,000 value + $7 for each additional $1,000 value


Building Value = $100,000 to $500,000$993.75 for 1st $100,000 value + $5.60 for each additional $1,000 value


Building Value = $500,000 to $1,000,000$3,233.75 for 1st $500,000 value + $4.75 for each additional $1,000 value or fraction of


Building Value over $1,000,000$5,608.75 for 1st $1,000,000 value+$3.65 for each additional $1,000 value or fraction of


Building Permit - Deck, Walkout, Demol., Retaining Wall +4' $47.00 Per Permit Building Department Building Department 02-04

Building Permit - Sign $25.00 Per Sign Building Department Building Department 14-17

Electrical Permit: Service Change or Power to Panel $47.00 Per Permit Building Department Building Department 14-17

Each additional meter on the same inspection $10.00 Per Permit Building Department Building Department 14-17

Temporary Power (Each Meter Base) $47.00 Per Permit Building Department Building Department 14-17

For Each New or Modified Circuit $5.00 Per Permit Building Department Building Department 14-17

Mechanical Permit Per Permit Building Department Building Department 14-17

Installation, Relocation or Modification of each Appliance $8.50 Per Permit Building Department Building Department 14-17

Each new duct and outlet $5.00 Per Permit Building Department Building Department 14-17

Each Commercial Hood $23.00 Per Permit Building Department Building Department 14-17

Each Evaporative Cooler $17.00 Per Permit Building Department Building Department 14-17

Plumbing Permit (with / not with SFD) $17 / $47 Per Permit Building Department Building Department 14-17

Each Plumbing Fixture/s on one trap $10.00 Per Permit Building Department Building Department 14-17

Each Sand or Grease Trap $17.00 Per Permit Building Department Building Department 14-17

$17.00 Per Permit Building Department Building Department 14-17

Plan Review FeeResidential/Commercial - 1st Time Review 65% of building permit Per Permit Building Department Building Department

SFD - Card Files (multiple use plans) 15% of building permit Per Permit Building Department Building Department

Tenant Finish, Addition/Remodel, etc. $47.00 min., up to 65% of building permit Per Permit Building Department Building Department

Building Permit Fees

Type

Calculate Residential Building Value = (Finished sq.ft. x $76) + (Unfinished sq.ft. x $23.50) + (Finished Basement sq.ft. x $30.00) + (Garage sq.ft. x $36) + (Covered Deck or Porch sq.ft. x $16.50) + (Deck sq.ft. x $2.50) *Refer to Ordinance for vaulations under $100,000

Calculate Project Value = (Basement Finish sq.ft. x $6.50) (Addition/Remodel sq.ft. x $76) (Detached Structure sq.ft. x $36) (Covered Deck Value = sq.ft. x $16.50)

Based on Project Value (standard construction cost) = (Patio Cover, Pool, Agricultural Building, Tenant Finish)


Type

Valuation to be determined based on the current issue of the Building Safety Journal published by the International Code Council magazine with a 90% Regional Modifier.

Calculate Commercial Project Value = (based on standard market valuation and calculated from most recently adopted ICC Building Valuation Data)

Installation or Alteration of supply or drainage piping, Water Heater or Water Treatment

Q:\City Recorder\City Council\Packets\2019\2019_08_14\Master Fee Sheet 1 OF 13 8/8/2019

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Retaining Wall Greater than 4' $47.00 Per Permit Building Department Building Department

Site Plan Check Fee $35.00 Per Permit Building Department Building Department

State Surcharge1% x (Building Permit + Electrical Permit+ Plumbing Permit + Mechanical Permit)

Per Permit Building Department Building Department


Traffic Impact FeesBusiness $1,400.00 per 1,000 sq.ft. Per Permit Building Department Building Department 02-22

Commercial/ Mixed Commercial $4,350.00 per 1,000 sq.ft. Per Permit Building Department Building Department 02-22

Medium/High Density Residential $1,750.00 Per unit Building Department Building Department 02-22

Single Family Residential $2,100.00 Per unit Building Department Building Department 02-22

Water Connection FeesFull Installation 3/4" Meter $1,585.00 Per Connection Building Department Building Department 06-35

Full Installation 1" Meter $1,785.00 Per Connection Building Department Building Department 06-35

Full Installation 1-1/2" Meter $1,800.00 Per Connection Building Department Building Department

Full Installation 2" Meter $2,500.00 Per Connection Building Department Building Department

3/4" Meter Only Installation and Inspection $300.00 Per Connection Building Department Building Department 06-35

1" Meter Only Installation and Inspection $425.00 Per Connection Building Department Building Department 06-35

1-1/2" Meter Only Installation and Inspection $1,000.00 Per Connection Building Department Building Department

2" Meter Only Installation and Inspection $1,150.00 Per Connection Building Department Building Department

Building Construction Water Use (Jumper) $131.00 Per Connection Building Department Building Department 06-35

Water Impact Fee See Municipal Water Fees 02-45

Water Right $2,200.00 SF, $1,089.28 Multi per unit Per Permit Building Department Building Department 02-45

Water Connection Fees Outside City LimitsFull Installation 3/4" Meter $1,585.00 Per Connection Building Department Building Department 06-35

Full Installation 1" Meter $1,785.00 Per Connection Building Department Building Department 06-35

Full Installation 1-1/2" Meter $1,800.00 Per Connection Building Department Building Department

Full Installation 2" Meter $2,500.00 Per Connection Building Department Building Department

3/4" Meter Only Installation and Inspection $300.00 Per Connection Building Department Building Department 06-35

1" Meter Only Installation and Inspection $425.00 Per Connection Building Department Building Department 06-35

1-1/2" Meter Only Installation and Inspection $1,000.00 Per Connection Building Department Building Department

2" Meter Only Installation and Inspection $1,150.00 Per Connection Building Department Building Department

Building Construction Water Use $131.00 Per Connection Building Department Building Department 06-35

Water Connection *3/4" Meter $300.00 Per Permit Building Department Building Department

Water Right $2,200.00 SF, $1,089.28 Multi per unit Per Permit Building Department Building Department 02-45

Parks Impact FeeSingle Family Dwelling $2,903.90 Per Permit Building Department Building Department 15-12

Multi-Family Dwelling $2,735.24 Per Dwelling Unit Building Department Building Department 15-12

Restamp/Permit Transfer Fee $94.00 Per Occurance Building Department Building Department 02-04

Reinspection Fee $47.00 Per Occurance Building Department Building Department 14-17

$47.00 Per Occurance Building Department Building Department

$47.00 Per Occurance Building Department Building Department 14-17


Appeals Authority Fee $300.00 Per Application Planning Herriman City R27-2019

Determiniation of Non-conforming Use $150.00 Per Application Planning Herriman City R27-2019

Administrative Interpretation $50.00 Per Application Planning Herriman City R27-2019

Conditional UseResidential Use $250.00 + $15.00 Per Dwelling Unit Planning Herriman City

Commercial- Industrial$1000.00 + $100.00 per acre for the first 20 acres; $30.00 per acre for the next 30 acres; $10.00 per acre for each acre over 50 acres

Per Application Planning Herriman City

Conditional Use Extension $250.00 Per Application Planning Herriman City R27-2019

Public and Quasi-Public Use $250.00 + $20.00 per acre Per Application Planning Herriman City

Home Occupation Use $75.00 regular/ $200 special Per Application Planning Herriman City

Amendment to Site Plan$150.00 + $10.00 per residential unit added, or + $100.00 per acre for each commercial or industrial acre added

Per Application Planning Herriman City 06-36

Change of Existing Use $25.00 Per Application Planning Herriman City 03-13Temporary Use Permit (circus, carnival, Christmas tree sales, fireworks sales, etc)

$50.00 Per Application Planning Herriman City 03-13

Hobby, fancier's, or exotic animal permit $75.00 Per Application Planning Herriman City

Sign Permit $100 Permanent/$25.00 Temporary Per Application Planning Herriman City R27-2019

Variance $300.00 Per Application Planning Herriman City R27-2019

Engineering

Engineering Review Fee$3,000 plus 3.17% of bond amount $500 plat amendment (lot line adjustments)

Per Application Engineering Engineering 14-15 15-17

Storm Drain Impact Fee-Service Area #1-West Herriman $3,489.79 per acre Per Application Engineering Engineering 14-45

Storm Drain Impact Fee-Service Area #2-South Herriman $1,337.48 per acre Per Application Engineering Engineering 13-26

Storm Drain Impact Fee-Service Area #3-Towne Center $8,041.32 per acre Per Application Engineering Engineering 13-26


Type

Development Fees

Type

Other Inspections:

Outside Normal Business Hours, Inspections with no fee assigned, Addditional plan review required by changes, additions or revisions


823

Open Space Traffic Impact $2,100.00 Per Unit Engineering Engineering

SL-9 Residential LED Street Light Fee < 66' $2,170.00 Per Light Engineering Engineering 16-04

SL-10 Commercial LED Street Light Fee > 80' $4,180.00 Per Light Engineering Engineering 16-04

SL-11 Towne Center Single Light Pole $4,070.00 Per Light Engineering Engineering 16-04

SL-12 Towne Center Double Light Pole $6,000.00 Per Light Engineering Engineering 16-04

SL-13 Towne Center Sidewalk Light $2,800.00 Per Light Engineering Engineering 16-04

SL-14 Parking Lot Large Areas (Single) $4,570.00 Per Light Engineering Engineering 16-04

SL-15 Parking Lot Large Areas (Double) $6,240.00 Per Light Engineering Engineering 16-04

SL-16 Parking Lot Small Areas (Single) $2,550.00 Per Light Engineering Engineering 16-04

SL-17 Parking Lot Small Areas (Double) $3,680.00 Per Light Engineering Engineering 16-04


SL-18 Bridge Light Pole $3,680.00 Per Light Engineering Engineering 16-04

Street Name Sign Fee - Public $345.00 Per Sign Engineering Engineering

Street Name Sign Fee - Private $245.00 Per Sign Engineering Engineering

HTC & Collector Street Name Sign Fee - Public $505.00 Per Sign Engineering Engineering

HTC & Collector Street Name Sign Fee - Private $405.00 Per Sign Engineering Engineering

Regulatory Street Sign Fee - Public $225.00 Per Sign Engineering Engineering

Regulatory Street Sign Fee - Private $125.00 Per Sign Engineering Engineering

HTC & Collector Regulatory Street Sign Fee - Public $385.00 Per Sign Engineering Engineering

HTC & Collector Regulatory Street Sign Fee - Private $285.00 Per Sign Engineering Engineering

Bond Processing Fee $50.00 Per Application Engineering Engineering

Division of a Two-family Dwelling $100.00 Per Application Planning Herriman City 03-13

General Plan AmendmentLess than 5 Acres $3,000.00 Per Application Planning Herriman City 03-13

5 - 9 Acres $5,000.00 Per Application Planning Herriman City 03-13





500 Acres and Over $31,500.00 Per Application Planning Herriman City 03-13

Minor SubdivisionMinor Subdivision (4 lots or less) $250.00 + $30.00 per lot Per Application Planning Herriman City

Duplex Lot Split $100.00 Per Application Planning Herriman City R27-2019

Subdivision Research $100.00 Per hour Planning Herriman City

$3,000 plus 3.17% of bond amount $500 plat amendment (lot line adjustments)

Per Application Engineering Engineering 14-15

Permitted Use - Commercial or Industrial Each New Structure $30.00 Per Application Planning Herriman City

Planned Unit DevelopmentResidential Use $1000.00 + $30.00 per dwelling unit Per Application Planning Herriman City

Commercial- Industrial$1000.00 + $100.00 per acre for the first 20 acres; $30.00 per acre for the next 30 acres; $10.00 per acre for each acre over 50 acres


Engineering

Engineering Review Fee$3,000 plus 3.17% of bond amount $500 plat amendment (lot line adjustments)


Storm Drain Impact Fee-Service Area #1-West Herriman $3,489.79 per acre Per Application Engineering Engineering 14-45

Storm Drain Impact Fee-Service Area #2-South Herriman $1,337.48 per acre Per Application Engineering Engineering 13-26


Storm Drain FeesStorm Drain Fee Single Family Residential (Class 1) $7.00 Per ERU 1 Engineering R27-2019Storm Drain Fee Multi-Family Residential (Class 2 - Townhomes and Duplexe $4.90 Per ERU 1 Engineering R27-2019Storm Drain Fee Multi-Family Residential (Class 3 - Stacked Housing/Condom$4.20 Per ERU 1 Engineering R27-2019

Storm Drain Fee Institutional/Commercial/Apartements/Industrial (Class 4)ERU for Unit * $7.00/month + any approved water quality credits= monthly fee up to 50%

Per ERU 1 Engineering R27-2019

Storm Drain Impact Fee-Service Area #3-Towne Center $8,041.32 per acre Per Application Engineering Engineering 13-26


Street Light Fee - Right of Way > 80' $4,180.00 Per Light Engineering Engineering 16-04

Street Light Fee - Right of Way < 66' $2,170.00 Per Light Engineering Engineering 16-04

Towne Center Single Light Pole $4,070.00 Per Light Engineering Engineering 16-04

Towne Center Double Light Pole $6,000.00 Per Light Engineering Engineering 16-04

Elem, Rec Center, Library & Towne Center Remaining Light $2,800.00 Per Light Engineering Engineering 16-04

Street Sign Fee - Public $345.00 Per Sign Engineering Engineering

Street Sign Fee - Private $245.00 Per Sign Engineering Engineering

HTC & Collector Street Sign Fee - Public $505.00 Per Sign Engineering Engineering

HTC & Collector Street Sign Fee - Private $405.00 Per Sign Engineering Engineering






Engineering Review Fee

Development Fees

Type

Type

Development Fees


824

*An ERU is defined as an equivalent residential Unit. For single family residence it is 1.0, for all other properties it is defined as the square footage of impervious surface of a property divided by 4,000 square feet

Regular Subdivision

Subdivision Application $1000.00 + $30.00 per lot Per Application Planning Herriman City

Subdivision Review Fee< 3 lots: $500 + 4.25 % of bond amount > 3 < 5 lots: $1000 + 4.25% of bond all others: $2,000 + 4.25% of bond amount


$3,000 plus 3.17% of bond amount $500 plat amendment (lot line adjustments)


Subdivision Extension $250.00 Per Application Planning Herriman City R27-2019Subdivision Amendment $150.00 + $10.00 per lot added Per Application Planning Herriman City R27-2019

$3,489.79 per acre Per Application Engineering Engineering 14-45




Street Light Fee - LED Arterial Right of Way > 80' $4,180.00 Per Light Engineering Engineering 16-04

Street Light Fee - Residential Right of Way < 66' $2,170.00 Per Light Engineering Engineering 16-04

$4,070.00 Per Light Engineering Engineering 16-04



Street Sign Fee - Public $345.00 Per Sign Engineering Engineering

Street Sign Fee - Private $245.00 Per Sign Engineering Engineering

HTC & Collector Street Sign Fee - Public $505.00 Per Sign Engineering Engineering

HTC & Collector Street Sign Fee - Private $405.00 Per Sign Engineering Engineering




Lot Line Adjustment $150.00 Per Application Development Development R27-2019




Street Dedication $100.00 Per Application Planning Herriman City

Text Change Application $300.00 Per Application Planning Herriman City 03-13

Zoning Amendment Fees

Commercial and Industrial

$1000.00 + $50.00 per acre for the first 100 acres; $30.00 per acre for the second 100 acres; $20.00 per acre for each acre over 200 acres


Agricultural and Residential

$1000.00 + $40.00 per acre for the first 100 acres; $20.00 per acre for the second 100 acres; $10.00 per acre for each acre over 200 acres


All Other Zones$1000.00 + $40.00 per acre or portion thereof over one acre


Land Disturbance Permit$250.00 Per Cut Engineering Engineering

Asphalt / Concrete Fee sq. ft. charge $0.50 x sq.ft. (length x width) of cut Per Cut Engineering EngineeringShoulder / Landscape Fee $125.00 Per Cut Engineering Engineering

Shoulder / Landscape Fee sq. ft. charge $0.25 x sq.ft. (length x width) of cut Per Cut Engineering Engineering

Boring Fee $150.00 Per Bore Engineering Engineering

Boring Fee sq. ft. charge $0.50 x sq.ft. (length x width) of cut Per Bore Engineering Engineering

Lane Closure (1st day free) $50 x # lanes x # days Per Closure Engineering Engineering

$125.00 + $0.25 per ft. meter is moved Per Cut Engineering Engineering

Grading: $23.50 Per Permit Engineering Engineering

50 Cu.Yds. Or less $23.50 Per Permit Engineering Engineering

51 to 100 Cu.Yds. $37.00 Per Permit Engineering Engineering

101 to 1000 Cu.Yds. $37.00 + $17.50 each additional 100 Per Permit Engineering Engineering

1,001 to 10,000 Cu.Yds. $194.50 + $14.50 each additional 1,000 Per Permit Engineering Engineering

10,001 to 100,000 Cu.Yds. $325 + $60 each additional 10,000 Per Permit Engineering Engineering

100,001 to 200,000 Cu.Yds. $919.00 + 36.50 each additional 10,000 Per Permit Engineering Engineering

Inspections Outside of Normal Business Hours $50.50 per hour Per Permit Engineering Engineering

Reinspection Fees Assessed under Provisions of Section 108.8 $50.50 per hour Per Permit Engineering Engineering

Inspections for Which No Fee is Specifically Indicated $50.50 per hour Per Permit Engineering Engineering

Small Wireless FacilitiesCollocating on an existing or replacement Utility Pole or

Wireless Support Structure$100.00 Per collocation R27-2019

Installing, modifying, or replacing a Utility Pole in connection

with a Permitted Use $250.00 Per Utility Pole R27-2019

Installing, modifying, or replacing a Utility Pole in connection with

a Discretionary Use $1,000.00 Per Utility Pole R27-2019

State Licensing Fees

Water Meter Move

Development Fees

Type

Asphalt / Concrete Fee

Elem, Rec Center, Library & Towne Center Residential Light

Towne Center Single Light Pole

Towne Center Double Light Pole

Engineering Review Fee

Storm Drain Impact Fee-Service Area #1-West Herriman

Storm Drain Impact Fee-Service Area #2-South Herriman

Storm Drain Impact Fee-Service Area #3-Towne Center


825

The greater of: (i) 3.5% of all gross revenue related to the Provider’s use of ROW for Small Wireless Facilities, or (ii) $250 annually for each Small Wireless Facility.

3.5% of gross Revenue$250.00

R27-2019

Small Wireless Facilities Collocated on City‐owned Utility Poles $50.00 Annually R27-2019


Water Facility Impact FeesWest Herriman Residential Culinary Water Only - Zones 5+

3/4" Meter - ERC Conversion: 1 In: $1,434 + Out: $1,434 = Total: $2,868 Per Connection Water Department Water Department

1" Meter - ERC Conversion: 1.67 In: $2,395 + Out: $2,395 = Total: $4,790 Per Connection Water Department Water Department

1-1/2" Meter - ERC Conversion: 3.33 In: $4,776 + Out: $4,776 = Total: $9,552 Per Connection Water Department Water Department





8" Meter - ERC Conversion: 53.33 In: $76,496 + Out: $76,496 = Total: $152,992Per Connection Water Department Water Department

Multi-Family Units1 Bedroom Unit - ERC Conversion 0.24 Indoor: $344 Outdoor: Based on Meter Size Per Unit Water Department Water Department

2 Bedroom Unit - ERC Conversion 0.49 Indoor: $703 Outdoor: Based on Meter Size Per Unit Water Department Water Department

3 Bedroom Unit - ERC Conversion 0.70 Indoor: $1,004 Outdoor: Based on Meter SizePer Unit Water Department Water Department

East Herriman Residential Culinary Water Only - Facilities Impact Fee3/4" Meter - ERC Conversion: 1 In: $1,464 + Out: $1,464 = Total: $2,928 Per Connection Water Department Water Department


1-1/2" Meter - ERC Conversion: 3.33 In: $4,875 + Out: $4,875 = Total: $9,750 Per Connection Water Department Water Department





8" Meter - ERC Conversion: 53.33 In: $78,070 + Out: $78,070 = Total: $156,140Per Connection Water Department Water Department

Multi-Family Units1 Bedroom Unit - ERC Conversion 0.24 Indoor: $351 Outdoor: Based on Meter Size Per Unit Water Department Water Department

2 Bedroom Unit - ERC Conversion 0.49 Indoor: $717 Outdoor: Based on Meter Size Per Unit Water Department Water Department

3 Bedroom Unit - ERC Conversion 0.70 Indoor: $1,025 Outdoor: Based on Meter SizePer Unit Water Department Water Department


Culinary and Secondary Water Impact Fee ScheduleWest Herriman NON RESIDENTIAL USERS

3/4" Meter - ERC Conversion: 1 Cul: $2,869 Second. per 1000 sq.ft. $223 Per Connection Water Department Water Department

1" Meter - ERC Conversion: 1.67 Cul: $4,791 Second. per 1000 sq.ft. $223 Per Connection Water Department Water Department

1-1/2" Meter - ERC Conversion: 3.33 Cul: $9,553 Second. per 1000 sq.ft. $223 Per Connection Water Department Water Department






Multi-Family Units1 Bedroom Unit - ERC Conversion 0.24 Culinary $689 Second: Based on Meter Size Per Unit Water Department Water Department

2 Bedroom Unit - ERC Conversion 0.49 Culinary $1,406 Second: Based on Meter Siz Per Unit Water Department Water Department


Culinary and Secondary Water Impact Fee ScheduleWest Herriman Zones 1-4

<1/4 Acre Lot - Indoor IF: 47% ERC Conversion: 0.38 Indoor: $1,434 Secondary: $808 = $2,504 Per Connection Water Department Water Department R27-2019

1/4 to 1/2 Acre Lot - Indoor IF: 46% ERC Conversion: 0.77 Indoor: $1,434 Secondary: $1637 = $3,601 Per Connection Water Department Water Department R27-2019

1/2 to 3/4 Acre Lot - Indoor IF: 49% ERC Conversion: 1.63 Indoor: $1,434 Secondary: $3,465 = $4,899 Per Connection Water Department Water Department R27-2019

3/4 to 1 Acre Lot - Indoor IF: 71% ERC Conversion: 3.11 Indoor: $1,434 Secondary: $6,611 = $8,045 Per Connection Water Department Water Department R27-2019

1 Acre Lot - Indoor IF: 78% ERC Conversion: 3.90 Indoor: $1,434 Secondary: $8,290 = $9,725 Per Connection Water Department Water Department R27-2019

Lots larger than 1 acre, will be charged the secondary fee only for additional acrage Per Acre Water Department Water Department R27-2019

East Herriman NON RESIDENTIAL USERS3/4" Meter - ERC Conversion: 1 Cul: $2,982 Second. per 1000 sq.ft. $146 Per Connection Water Department Water Department


1-1/2" Meter - ERC Conversion: 3.33 Cul: $9,750 Second. per 1000 sq.ft. $146 Per Connection Water Department Water Department







Type

Municipal Water Fees

Type


Type



826

Multi-Family Units1 Bedroom Unit - ERC Conversion 0.24 Culinary $703 Second: Based on Meter Size Per Unit Water Department Water Department



Culinary and Secondary Water Impact Fee ScheduleEast Herriman

<1/4 Acre Lot - Indoor IF: 47% ERC Conversion: 0.38 Indoor: $1,464 Secondary: $476 = $1,940 Per Connection Water Department Water Department

1/4 to 1/2 Acre Lot - Indoor IF: 46% ERC Conversion: 0.77 Indoor: $1,464 Secondary: $964 = $2,428 Per Connection Water Department Water Department1/2 to 3/4 Acre Lot - Indoor IF: 49% ERC Conversion: 1.63 Indoor: $1,464 Secondary: $2,041 = $3,505 Per Connection Water Department Water Department3/4 to 1 Acre Lot - Indoor IF: 71% ERC Conversion: 3.11 Indoor: $1,464 Secondary: $3,894 = $5,358 Per Connection Water Department Water Department1 Acre Lot - Indoor IF: 78% ERC Conversion: 3.90 Indoor: $1,464 Secondary: $4,883 = $6,347 Per Connection Water Department Water DepartmentAny lots larger will be charged by acre Per Acre Water Department Water Department

Construction Water Fee - 3" Hydrant Meter$1,400 - refundable (1.75% credit card fee may be applicable)

Per rental

$220 Monthly / Prorated dWater Department Herriman City

$440 - monthly rental fee increase Monthly until comp Water Department Herriman City

$2.35 / 1,000 gallons Monthly Water Department Herriman City

$75 Monthly until paid Water Department Herriman City1.5% of unpaid balance Monthly until paid Water Department Herriman City

Jumpers & Cheaters - 1st Offense $100.00 Per Offense Water Department Water Department 03-15

Jumpers & Cheaters - 2nd Offense $500.00 Per Offense Water Department Water Department 03-15

Jumpers & Cheaters - Additional Offenses $1,000.00 Per Offense Water Department Water Department 03-15

Park Fee $5.00 Monthly Water Department Water Department

Culinary Water User RateBase Rate Culinary Residential Zone 1-9 without Access to Secondary3/4" & 1" meter $27.84 per ERU Monthly Water Department Water Department R27-20191 1/2 " meter $38.14 per ERU Monthly Water Department Water Department R27-20192" meter $55.67 per ERU Monthly Water Department Water Department R27-20193" meter $111.34 per ERU Monthly Water Department Water Department R27-20194" meter $235.49 per ERU Monthly Water Department Water Department R27-20196" meter $349.06 per ERU Monthly Water Department Water Department R27-20198" meter $478.92 per ERU Monthly Water Department Water Department R27-2019

10" meter $759.55 per ERU Monthly Water Department Water Department R27-2019

Culinary Residential Zone 1-4 with Access to SecondaryZones 1-4Usage Rate per 1,000 gallons (0 - 5,000 gal.) $1.73 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (5,001 - 10,000 gal.) $1.84 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 25,000 gal.) $2.24 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (25,001 - 40,000 gal.) $2.75 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (over 40,001 - 80,000 gal.) $3.26per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (80,001 and above) $3.98 per 1,000 gal. R27-2019

Zones 1-4

Usage Rate per 1,000 gallons (0 - 5,000 gal.) $1.73 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (5,001 - 10,000 gal.) $1.84 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 25,000 gal.) $1.99 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (25,001 - 40,000 gal.) $2.30 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (over 40,001 - 80,000 gal.) $2.65 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (80,001 and above) $3.47 per 1,000 gal. Monthly Water Department Water Department R27-2019


Zones 5-6Usage Rate per 1,000 gallons (0 - 5,000 gal.) $1.91 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (5,001 - 10,000 gal.) $2.02 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 25,000 gal.) $2.18 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (25,001 - 40,000 gal.) $2.52 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (over 40,001 - 80,000 gal.) $2.91 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (80,001 and above gal.) $3.80 per 1,000 gal. R27-2019

Zones 7-9Usage Rate per 1,000 gallons (0 - 5,000 gal.) $2.37 per 1,000 gal. Monthly Water Department Water Department R27-2019

Overage per 1,000 gal. (5,001 - 10,000 gal.) $2.50 per 1,000 gal. Monthly Water Department Water Department R27-2019

Overage per 1,000 gal. (10,001 - 25,000 gal.) $2.71 per 1,000 gal. Monthly Water Department Water Department R27-2019

Overage per 1,000 gal. (25,001 - 40,000 gal.) $3.13 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (over 40,001 - 80,000 gal.) $3.61 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (80,001 and above) $4.72 per 1,000 gal. R27-2019

Culinary MM-Residential/Non Residential Zone 1-43/4" & 1" meter Price per 1k gal $2.02, $27.84 base fee Monthly Water Department Water Department R27-20191 1/2 " meter Price per 1k gal $2.02, $38.14 base fee Monthly Water Department Water Department R27-20192" meter Price per 1k gal $2.02, $55.67 base fee Monthly Water Department Water Department R27-20193" meter Price per 1k gal $2.02, $111.34 base fee Monthly Water Department Water Department R27-20194" meter Price per 1k gal $2.02, $235.49 base fee Monthly Water Department Water Department R27-20196" meter Price per 1k gal $2.02, $349.06 base fee Monthly Water Department Water Department R27-2019

Penalty Fee for Late Payment

Deposit

Monthly Rental Fee

Non Compliant Penalty

Usage Fee

Delinquency Fee for Non Payment


Type


827

8" meter Price per 1k gal $2.02, $478.92 base fee Monthly Water Department Water Department R27-201910" meter Price per 1k gal $2.02, $759.55 base fee Monthly Water Department Water Department R27-2019

Culinary MM-Residential/Non Residential Zone 5-63/4" & 1" meter Price per 1k gal $2.22, $30.56 base fee Monthly Water Department Water Department R27-20191 1/2 " meter Price per 1k gal $2.22, $41.87 base fee Monthly Water Department Water Department R27-20192" meter Price per 1k gal $2.22, $61.13 base fee Monthly Water Department Water Department R27-20193" meter Price per 1k gal $2.22, $122.25 base fee Monthly Water Department Water Department R27-20194" meter Price per 1k gal $2.22, $258.57 base fee Monthly Water Department Water Department R27-20196" meter Price per 1k gal $2.22, $383.27 base fee Monthly Water Department Water Department R27-20198" meter Price per 1k gal $2.22, $525.85 base fee Monthly Water Department Water Department R27-201910" meter Price per 1k gal $2.22, $833.98 base fee Monthly Water Department Water Department R27-2019

Culinary MM-Residential/Non Residential Zone 7-93/4" & 1" meter Price per 1k gal $2.75, $37.90 base fee Monthly Water Department Water Department R27-20191 1/2 " meter Price per 1k gal $2.75, $51.92 base fee Monthly Water Department Water Department R27-20192" meter Price per 1k gal $2.75, $75.80 base fee Monthly Water Department Water Department R27-20193" meter Price per 1k gal $2.75, $151.60 base fee Monthly Water Department Water Department R27-20194" meter Price per 1k gal $2.75, $320.63 base fee Monthly Water Department Water Department R27-20196" meter Price per 1k gal $2.75, $475.25 base fee Monthly Water Department Water Department R27-20198" meter Price per 1k gal $2.75, $652.06 base fee Monthly Water Department Water Department R27-201910" meter Price per 1k gal $2.75, $1034.14 base fee Monthly Water Department Water Department R27-2019

Culinary Water Wholesale $2.22 price per 1k gal, $28.65 base fee Monthly Water Department Water Department R27-2019

Culinary Out/Boundry 3/4" & 1" - Zone 1-4 $41.75 base fee Monthly Water Department Water Department R27-2019

Culinary Out/Boundary 3/4" & 1" Rates Zones 1-4 Usage Rate per 1,000 gallons (0 - 5,000 gal.) $2.60 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (5,001 - 10,000 gal.) $2.75 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 25,000 gal.) $2.99 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (25,001 - 40,000 gal.) $3.45 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (over 40,001 - 80,000 gal.) $3.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (80,001 and above) $5.20 per 1,000 gal. Monthly Water Department Water Department R27-2019

Culinary South East Herriman-Bluffdale Residential $13.80 base fee Monthly Water Department Water Department R27-2019

Culinary South East Herriman-Bluffdale Residential RatesUsage Rate per 1,000 gallons (0 - 10,000 gal.) $2.65 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 50,000 gal.) $3.16 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (50,001 - 100,000 gal.) $4.03 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (100,001 - and above) $4.83 per 1,000 gal. Monthly Water Department Water Department R27-2019

Municipal Water FeesType Fee Billing Calculated Collected

Usage Rate per 1,000 gallons (0 - 10,000 gal.) $2.65 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 50,000 gal.) $3.16 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (50,001 - 100,000 gal.) $4.03 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (100,001 - and above) $4.83 per 1,000 gal. Monthly Water Department Water Department R27-2019

Secondary Water User RateSecondary Residential 1" - Zone 1-4 $9.28 base fee R27-2019Usage Rate per 1,000 gallons (0 - 10,000 gal.) $1.41 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 25,000 gal.) $1.71per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (25,001 - 40,000 gal.) $1.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (40,001 - 70,000 gal.) $2.50 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (70,001 and above) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019

Secondary MM Residential/Non Residential 3/4" & 1" - Zone 1-4$25.05 base fee R27-2019Usage Rate per 1,000 gallons (0 - 10,000 gal.) $1.41 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 25,000 gal.) $1.71per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (25,001 - 40,000 gal.) $1.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (40,001 - 70,000 gal.) $2.50 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (70,001 and above) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019

Secondary MM Residential/Non Residential 1 1/2" - Zone 1-4 $34.32 base fee R27-2019Usage Rate per 1,000 gallons (0 - 16,300 gal.) $1.41 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (16,301 - 40,750 gal.) $1.71per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (40,751 - 65,200 gal.) $1.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (65,201 - 114,100 gal.) $2.50 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (114,101 - and above) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019

Secondary MM Residential/Non Residential 2" - Zone 1-4 $50.10 base fee R27-2019Usage Rate per 1,000 gallons (0 - 26,100 gal.) $1.41 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (26,101 - 65,250 gal.) $1.71per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (65,201 - 104,400 gal.) $1.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (104,401 - 182,700 gal.) $2.50 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (182,701 - and above) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019

Secondary MM Residential/Non Residential 3" - Zone 1-4 $100.21 base fee R27-2019Usage Rate per 1,000 gallons (0 - 99,000 gal.) $1.41 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (99,001 - 247,500 gal.) $1.71per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (247,501 - 396,000 gal.) $1.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (396,001 - 693,000 gal.) $2.50 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (693,001 - and above) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019

Secondary MM Residential/Non Residential 4" - Zone 1-4 $211.94 base fee R27-2019Usage Rate per 1,000 gallons (0 - 126,000 gal.) $1.41 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (126,001 -315,000 gal.) $1.71per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (315,001 - 504,000 gal.) $1.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (504,001 - 882,000 gal.) $2.50 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (882,001 - and above) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019

Secondary MM Residential/Non Residential 6" - Zone 1-4 $314.15 base fee R27-2019Usage Rate per 1,000 gallons (0 - 189,000 gal.) $1.41 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (189,001 - 472,500 gal.) $1.71per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (472,501 - 756,000 gal.) $1.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (756,001 - 1,323,000 gal.) $2.50 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,323,001 - and above) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019

Secondary MM Residential/Non Residential 8" - Zone 1-4 $431.03 base fee R27-2019Usage Rate per 1,000 gallons (0 - 261,000 gal.) $1.41 per 1,000 gal. Monthly Water Department Water Department R27-2019


828

Overage per 1,000 gal. (261,001 - 652,500 gal.) $1.71per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (652,501 - 1,044,000 gal.) $1.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,044,001 - 1,827,000 gal.) $2.50 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,827,001 - and above) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019

Secondary MM Residential/Non Residential 10" - Zone 1-4 $683.59 base fee R27-2019Usage Rate per 1,000 gallons (0 - 400,000 gal.) $1.41 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (400,001 - 1,000,000 gal.) $1.71 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,000,001 - 1,600,000 gal.) $1.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,600,001 - 2,80,000 gal.) $2.50 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (2,800,001 - and above) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019


Usage Rate per 1,000 gallons (0 - 10,000 gal.) $2.02 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 25,000 gal.) $2.19 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (25,001 - 40,000 gal.) $2.52 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (40,001 - 70,000 gal.) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (70,001 and above) $3.81 per 1,000 gal. Monthly Water Department Water Department R27-2019

Culinary Outdoor Irrigation 1 1/2"-Zones 1-4 $38.14 base fee R27-2019Usage Rate per 1,000 gallons (0 - 16,300 gal.) $2.02 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (16,301 - 40,750 gal.) $2.19 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (40,751 - 65,200 gal.) $2.52 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (65,201 - 114,100 gal.) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (114,101 and above) $3.81 per 1,000 gal. Monthly Water Department Water Department R27-2019

Culinary Outdoor Irrigation 2"-Zones 1-4 $55.67 base fee R27-2019Usage Rate per 1,000 gallons (0 - 26,100 gal.) $2.02 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (26,101 - 65,250 gal.) $2.19 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (65,251 - 104,400 gal.) $2.52 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (104,401 - 182,700 gal.) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (182,701 and above) $3.81 per 1,000 gal. Monthly Water Department Water Department R27-2019



Culinary Outdoor Irrigation 6"-Zones 1-4 $349.06 base fee R27-2019Usage Rate per 1,000 gallons (0 - 189,000 gal.) $2.02 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (189,001 - 472,500 gal.) $2.19 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (472,501 - 756,000 gal.) $2.52 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (756,001 - 1,323,000 gal.) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,323,001 and above) $3.81 per 1,000 gal. Monthly Water Department Water Department R27-2019

Culinary Outdoor Irrigation 8"-Zones 1-4 $478.92 base fee R27-2019Usage Rate per 1,000 gallons (0 - 261,000 gal.) $2.02 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (261,001 - 652,500 gal.) $2.19 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (652,501 - 1,044,000 gal.) $2.52 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,044,001 - 1,827,000 gal.) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,827,001 and above) $3.81 per 1,000 gal. Monthly Water Department Water Department R27-2019

Culinary Outdoor Irrigation 10"-Zones 1-4 $759.55 base fee R27-2019Usage Rate per 1,000 gallons (0 - 400,000 gal.) $2.02 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (400,001 - 1,000,000 gal.) $2.19 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,000,001 - 1,600,000 gal.) $2.52 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,600,001 - 2,800,000 gal.) $2.92 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (2,800,001 and above) $3.81 per 1,000 gal. Monthly Water Department Water Department R27-2019

Culinary Outdoor Irrigation 3/4-1"-Zones 5-6 $30.56 base fee R27-2019Usage Rate per 1,000 gallons (0 - 10,000 gal.) $2.22 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 25,000 gal.) $2.40 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (25,001 - 40,000 gal.) $2.77 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (40,001 - 70,000 gal.) $3.20 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (70,001 and above) $4.19 per 1,000 gal. Monthly Water Department Water Department R27-2019


Culinary Outdoor Irrigation 1 1/2"-Zones 5-6 $41.87 base fee R27-2019Usage Rate per 1,000 gallons (0 - 16,300 gal.) $2.22 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (16,301 - 40,750 gal.) $2.40 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (40,751 - 65,200 gal.) $2.77 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (65,201 - 114,100 gal.) $3.20 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (114,101 and above) $4.19 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (26,101 - 65,250 gal.) $2.40 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (65,251 - 104,400 gal.) $2.77 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (104,401 - 182,700 gal.) $3.20 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (182,701 and above) $4.19 per 1,000 gal. Monthly Water Department Water Department R27-2019


Culinary Outdoor Irrigation 4"-Zones 5-6 $258.57 base fee R27-2019Usage Rate per 1,000 gallons (0 - 126,000 gal.) $2.22 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (126,001 - 315,000 gal.) $2.40 per 1,000 gal. Monthly Water Department Water Department R27-2019


829

Overage per 1,000 gal. (315,001 - 504,000 gal.) $2.77 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (504,001 - 882,000 gal.) $3.20 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (882,001 and above) $4.19 per 1,000 gal. Monthly Water Department Water Department R27-2019



Culinary Outdoor Irrigation 10"-Zones 5-6 $833.98 base fee R27-2019Usage Rate per 1,000 gallons (0 - 400,000 gal.) $2.22 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (400,001 - 1,000,000 gal.) $2.40 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,000,001 - 1,600,000 gal.) $2.77 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,600,001 - 2,800,000 gal.) $3.20 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (2,800,001 and above) $4.19 per 1,000 gal. Monthly Water Department Water Department R27-2019

Culinary Outdoor Irrigation 3/4-1"-Zones 7-9 $37.90 base fee R27-2019Usage Rate per 1,000 gallons (0 - 10,000 gal.) $2.75 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 25,000 gal.) $2.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (25,001 - 40,000 gal.) $3.44 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (40,001 - 70,000 gal.) $3.97 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (70,001 and above) $5.19 per 1,000 gal. Monthly Water Department Water Department R27-2019

Culinary Outdoor Irrigation 1 1/2"-Zones 7-9 $51.92 base fee R27-2019Usage Rate per 1,000 gallons (0 - 16,300 gal.) $2.75 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (16,301 - 40,750 gal.) $2.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (40,751 - 65,200 gal.) $3.44 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (65,201 - 114,100 gal.) $3.97 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (114,101 and above) $5.19 per 1,000 gal. Monthly Water Department Water Department R27-2019








Culinary Outdoor Irrigation 10"-Zones 7-9 $1,034.14 base fee R27-2019Usage Rate per 1,000 gallons (0 - 400,000 gal.) $2.75 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (400,001 - 1,000,000 gal.) $2.98 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,000,001 - 1,600,000 gal.) $3.44 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (1,600,001 - 2,800,000 gal.) $3.97 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (2,800,001 and above) $5.19 per 1,000 gal. Monthly Water Department Water Department R27-2019Overage per 1,000 gal. (10,001 - 25,000 gal.) $2.60 per 1,000 gal. Monthly Water Department Water DepartmentOverage per 1,000 gal. (25,001 - 40,000 gal.) $2.67 per 1,000 gal. Monthly Water Department Water DepartmentOverage per 1,000 gal. (40,001 - 80,000 gal.) $2.90 per 1,000 gal. Monthly Water Department Water DepartmentOverage per 1,000 gal. (over 80,001 gal.) $3.83 per 1,000 gal. Monthly Water Department Water Department

Re-connection Fee $75.00 Per Shut-Off Water Department Water Department 03-28

Other FeesType Fee Billing Calculated Collected

GRAMA $0.30 Per Page - 8.5x11 Herriman City Herriman City$0.45 Per Page - 11x17 Herriman City Herriman City

CopiesCopies


830

$30.00 Per Hour of StorageHerriman City Herriman City

$50.00 Hourly Herriman City Herriman City

$50.00 Hourly Herriman City Herriman City

$0.45 Per Page Herriman City Herriman City

$31.20 Set Herriman City Herriman City

Passport

$10.00 Per Picture Herriman City Herriman CityAs Determined by the USPS Per Mailing$40.00 Per Mailing As Determined by the Department of State Per Application

Business License - Home Occupation $65.00 Yearly Herriman City Herriman City 11-12

Business License - Commercial $180.00 Yearly Herriman City Herriman City 11-12$250.00 Yearly Herriman City Herriman City

$300.00 Yearly Herriman City Herriman City

$300.00 Yearly Herriman City Herriman City$25.00 Yearly Herriman City Herriman City




Annexation $800.00 Per Application Herriman City Herriman City 02-37

Special Event Permit$100.00 Per Event Herriman City Herriman City 2017-53$50.00 Per Event Herriman City Herriman City 2017-53$40.00 per staff member Per Hour/2 hour minHerriman City Herriman City 2017-53

Per Mile Herriman City Herriman City 2017-53

$50 per event, $2 per participant Herriman City Herriman City 2017-53

Herriman Community Garden

$40 deposit, refundable Per Growing SeasonHerriman City Herriman City 2017-53

$60 deposit, refundable Per Growing SeasonHerriman City Herriman City 2017-53

Park Rental Park Active Area City Wide- Recreation leagues and tournamentsl Per Negotiated Contract Herriman City Herriman City

$25.00 resident, $50 for non residents Per Rental Herriman City Herriman City 2017-53







$175.00 resident, $250 non residents Per Rental Herriman City Herriman City 2017-53

$3.00 Per Skate Session Herriman City Herriman City 2017-53


Free Per Skate Session Herriman City Herriman City 2017-53




$3.00 Per Rental Herriman City herriman City 2017-53

Free Herriman City Herriman City 2017-53

$5.00 Per Rental Herriman City Herriman City 2017-53

$45.00 Per Pass Herriman City Herriman City 2017-53

$1.00 off ice skating Per Skater Herriman City Herriman City 2017-53

$500.00 refundable Per Rental Herriman City Herriman City 2017-53


W&M Butterfield Park - Rosecrest Pavilion

Alcohol Fee off Premise

Double Plot

Park Pavilion Rental *All park pavilions other than Rosecrest Pavilion, Main Street, Blackridge Large Pavilion, and J. Lynn Crane Park

Park Pavilion Full Day (9:00 AM - 10:00 PM)

Park Pavilion Full Day (9:00 AM - 10:00 PM)

Playground Pavilion or Gazebo 1/2 Day (9:00 AM - 2:00 PM OR 4:00 PM - 10:00 PM)Playground Pavilion or Gazebo Full Day (9:00 AM - 10:00 PM)

Rosecrest Pavilion 1/2 Day (9:00 AM - 2:00 PM OR 4:00 PM - 10:00 PM)

Transfer to New Location

Name Change of Establishment

Single Plot

Alcohol Fee Club Liquor License

Fireworks Fee

Special Event Permit Charge

Special Event Street Sweeping Charge

Special Event Permit Late FeeSpecial Event Staffing Charge

Park Pavilion 1/2 Day (9:00 AM - 2:00 PM OR 4:00 PM - 10:00 PM)

Park Pavilion 1/2 Day (9:00 AM - 2:00 PM OR 4:00 PM - 10:00 PM)

Special Event Trail Use Fee

Expedited License Charge

Colored Copies

Research Time (No Charge for fist 1/2 hour)

Research Time (No Charge for fist 1/2 hour)

PictureUSPS MailingUSPS Overnight MailingAcceptance Fee

Audio Recordings

Scanning Plans

Crane Park - Ice Ribbon

Ice Skating - Adults (Ages 12-60)

Ice Skating - Child (Ages 3-11)

Ice Skating - Child two and under

Main Street Park & Blackridge Large Pavilion - Park Pavilion Rental

Crane Park - Park Pavilion & Gazebo Rental

Crane Park - Bandstand

Deposit

Stage Front (bathrooms, stage, seating areas)

Ice Skating - Senior (60+)

Ice Skating - Veteran or Active Duty Military

Ice Skate Rental (All ages)

Bandstand Rental 1/2 Day (9:00 AM - 2:00 PM OR 4:00 PM - 10:00 PM)

Bandstand Rental Full Day (9:00 AM - 10:00 PM)

10 time punch pass (includes skate rental)

Group Discount

Helmet Rental

Ice Walker Rental


831




$40.00 per staff member Per Hour/2 hour minHerriman City Herriman City 2017-53

$500.00 refundable Per Rental Herriman City Herriman City 2017-53



$25.00 Per Hour Herriman City Herriman City 2017-53

$300.00 resident, $400 for non residents - $15/Night resident, $25/Night non residents

Per Season Herriman City Herriman City 2017-53

$200.00 resident, $300 for non residents - $10/Night resident, $20/Night non residents

Per Season Herriman City Herriman City 2017-53

$50.00 Per Working Herriman City Herriman City 2017-53

$25.00 Per Working Herriman City Herriman City 2017-53$25.00 Per Day Herriman City Herriman City 2017-53$15.00 Per Bag Herriman City Herriman City 2017-53

W&M Butterfield Park - Concessions (Rosecrest Pavilion, Baseball and Equestrian Arena)

$500.00 with $500 deposit Per Rental Herriman City Herriman City 2017-53

$50.00 with $500 deposit Per Rental Herriman City Herriman City 2017-53

W&M Butterfield Park - Baseball Fields

$15 per hour resident, $20 per hour for non residents

Per Field Herriman City Herriman City 2017-53

Recreational leagues and tournaments Per Negotiated Contract Herriman City Herriman City 2017-53

W&M Parking Lot (Butterfield West, South, East, North) Extended Rental Per Negotiated Contract Herriman City Herriman City 2017-53

Each Parking Lot (Exclusive use)$15 per hour resident $20 per hour non-resident

Per Lot Herriman City Herriman City 2017-53


$20 per hour resident, $25 per hour for non residents

Per Field Herriman City Herriman City 2017-53

$25.00 per hour Per Field Herriman City Herriman City 2017-53$40.00 per staff member Per Hour/2 hour minHerriman City Herriman City 2017-53

Building RentalsHerriman City Hall

Double the hourly rental fee - refundable Per room rented Herriman City Herriman City 2017-53$20 resident, $30 non resident Per Hour/2 hour minHerriman City Herriman City 2017-53$50 resident, $75 non resident Per Hour/2 hour minHerriman City Herriman City 2017-53$50 resident, $75 non resident Per Hour/2 hour minHerriman City Herriman City 2017-53$50 resident, $75 non resident Per Hour/2 hour minHerriman City Herriman City 2017-53$100 resident, $150 non resident Per Hour/2 hour minHerriman City Herriman City 2017-53

KitchenInclusive with lobby and Bingham Canyon room rental

Duration of rental Herriman City Herriman City 2017-53

Audio/Video Equipment Inclusive with rental Duration of rental Herriman City Herriman City 2017-53Additional Fees

$20.00 per staff member Per Hour Herriman City Herriman City 2017-53$20.00 per staff member Per Hour Herriman City Herriman City 2017-53

Fee Billing Calculated Collected Covered by Ordinance #

Plot Purchase PriceResident $750.00 Per Plot Herriman City Herriman CityNonresident $1,500.00 Per Plot Herriman City Herriman CityResident Infant Fee free for residents Per Plot Herriman City Herriman CityNon-resident Infant Fee - Full Plot $750.00 Per Plot Herriman City Herriman CityNon-resident Infant Fee - Half Plot (infant section only) $500.00 Per Plot Herriman City Herriman CityResident Urn Fee (Urn Section Only) $375.00 Per Plot Herriman City Herriman CityNon-resident Urn Fee (Urn Section Only) $750.00 Per Plot Herriman City Herriman City

Opening and Closing Fee

Regular Resident Fee (Monday - Friday 8:00am - 2:00pm) $750.00 Per Plot Herriman City Herriman City

Regular Resident Fee Weekends/Holiday $1,500.00 Per Plot Herriman City Herriman City

Resident Infant Fee free for residents Per Plot Herriman City Herriman CityNon Resident Infant Fee (Monday - Friday 8:00am - 2:00pm) $750.00 Per Plot Herriman City Herriman City

Resident Weekend Fee $500.00 Per Plot Herriman City Herriman City

Disinterment $750.00 Per Plot Herriman City Herriman City

Urn Section Open/Closing (Monday - Friday 8:00am - 2:00pm) $500.00 Per Plot Herriman City Herriman City

Urn Section Weekend Open/Closing $750.00 Per Plot Herriman City Herriman City

Conference RoomLobbyBingham Canyon ABingham Canyon BCombined Bingham Canyon A&B

Concessions, Staging Only

Tournaments

Deposit

Large Practice Arena - week night

Deposit

Week Night

Additional Arena Work Fee - Equestrain Arena (per request & availability)

Concessions

Small Practice Arena - week night

Arena 1/2 Day (9:00 AM - 2:00 PM OR 4:00 PM - 10:00 PM)

Park Staffing Fee (per request and availability)

Stall Barn Rentals (includes one bag of shavings)

Rosecrest Pavilion Full Day (9:00 AM - 10:00 PM)

Run of House (bathrooms, stage, seating areas, backstage)

Rosecrest Pavilion 1/2 Day (9:00 AM - 2:00 PM OR 4:00 PM - 10:00 PM)

Rosecrest Pavilion Full Day (9:00 AM - 10:00 PM)

Event Staffing Fee

Lights

W&M Butterfield Park - Equestrian

Arena Full Day (9:00 AM - 10:00 PM)

Arena Lights

Additional Arena Work Fee - Practice Arenas (per request & availability)

Extra Shavings

Setup StaffCleanup Staff

Cemetery Fees

Type


832

Certificate, Transfer, and Duplicate FeesCertificate Fee $25.00 Per Certificate Herriman City Herriman City

Transfer Fee $25.00 Per Transfer Herriman City Herriman City

Duplicate Certificate Fee $25.00 Per Duplicate Herriman City Herriman City

Special Fees and CostsFor funeral/graveside service beginning after 2:00pm $600.00 Per Circumstance Herriman City Herriman Cityan additional fee will be charged.

Veteran Plaque $115.00 Per Plaque Herriman City Herriman City

Fee Billing Calculated Collected Covered by Ordinance #

$10.00 Herriman City HPD

$1.00 Per Page Herriman City HPD



$10.00 Per Card Herriman City HPD$10.00 Per Letter Herriman City HPD$25.00 Herriman City HPD$25.00 Herriman City HPD

Child Abuse Registration $25.00 Herriman City HPDRecords Hourly $50.00 First Half Hour - Free HPD

$15.00 (Per Page) 6 Photos per page Herriman City HPD$30.00 Per Storage Device Herriman City HPD

False Alarm FeesNo Charge Herriman City HPD$62.00 Herriman City HPD$124.00 Herriman City HPD$11.00 Herriman City HPD

Vehicle Fee for Contractual Service $3.00 Per Hour - 3 Hour Minimum HPD

HPD Fees

Type Fee Billing Calculated Collected Covered by Ordinance #

Animal Services

Impounding and Boarding:First Impound $40.00 HPD HPD R27-2019Second Impound (within 24 Months): $80.00 HPD HPD R27-2019Third Impound (within 24 Months): $160.00 HPD HPD R27-2019Subsequen Impounds (within 24 Months): $320.00 HPD HPD R27-2019Boarding: $20.00 Per Day HPD HPD R27-2019

Vaccines and MicrochippingRabies vaccination $25.00 HPD HPD R27-2019Rabies deposit: $25.00 HPD HPD R27-2019Rabies test fee (or Quarantine fee) $200.00 HPD HPD R27-2019DHHP $25.00 HPD HPD R27-2019Microchip (may be required upon impound) $30.00 HPD HPD R27-2019Bordatella (may be required upon impound) $15.00 HPD HPD R27-2019

Pet Licensing1-year license (unsterilized) $40.00 HPD HPD R27-20191-year license (sterilized) $15.00 HPD HPD R27-20192-year license (unsterilized) $75.00 HPD HPD R27-20192-year license (sterilized) $25.00 HPD HPD R27-20193-year license (unsterilized) $110.00 HPD HPD R27-20193-year license (sterilized) $35.00 HPD HPD R27-20191-year license senior citizen (60+, sterilized) $5.00 HPD HPD R27-2019License transfer fee or replacement tag $5.00 HPD HPD R27-2019Late license penalty (30 days past due) $50.00 HPD HPD R27-2019

Permits (issued for 1 year periodCommercial operations (up to 30 animals) $200.00 HPD HPD R27-2019Commercial operations (over to 30 animals) $300.00 HPD HPD R27-2019Residential permit $50.00 HPD HPD R27-2019Single event animal exhibition $100.00 HPD HPD R27-2019Multiple event animal exhibition $400.00 HPD HPD R27-2019Late application renewal fee (in addition to regular fee) $50.00 HPD HPD R27-2019

SterilizationSterilization deposit (mandatory, 2nd impound *UCA 11-46-206) $150.00 HPD HPD R27-2019In-house sterilization $100.00 HPD HPD R27-2019

Notice of Violation (NOV)First NOV (fee per violation) $50.00 Per Violation HPD HPD R27-2019Second NOV (fee per violation) $100.00 Per Violation HPD HPD R27-2019Third NOV (Fee per violation) $200.00 Per Violation HPD HPD R27-2019Subsequent NOV (fee per violation) $250.00 Per Violation HPD HPD R27-2019

LivestockDead livestock removal $300.00 HPD HPD R27-2019Dead livestock disposal $200.00 HPD HPD R27-2019Brand Inspection Fee $30.00 HPD HPD R27-2019Livestock transportaiton (per incident, per animal) $50.00 HPD HPD R27-2019

Case Reports

First Initial Report

Digital PhotosAudio/Video Recordings

**Note** Special reports or projects will be calculated according to staffing hours spent, and cost of materials and paper to produce and prepare report or project. Research fees are based on employee's hourly wage with benefits. Copying fees are $.30 per page.

HPD Fees

Type

Additional Pages (Witness Statements, Follow-up Reports)

Traffic Accidents (Includes DI-9 & Witness Statements, if required)

CAD Call

FingerprintsFingerprint Card

Clearance LettersSex Offender RegistrationSex Offender DNA Collection

1st and 2nd Time (in a year)3rd Time (in a year)Thereafter (in a year)False Alarm Late Fee


833

Euthanasia and Disposal - Companion AnimalsEuthanasia & disposal of small animals (hamsters, mice, etc.) $5.00 Each HPD HPD R27-2019Euthanasia (dog or cat) $50.00 Each HPD HPD R27-2019Disposal (dog or cat) $50.00 Each HPD HPD R27-2019Euthanasia (large animal) $150.00 Each HPD HPD R27-2019Disposal (large animal) $200.00 Each HPD HPD R27-2019

Animal Adoptions*Cost/price will vary depending on pre-existing procedures that has been conducted on the animal (spay/neuter, microchip, etc.)

$25-$150 Each HPD HPD

OtherSurrender fee $100.00 HPD HPD R27-2019Surrender fee (biter/viscious) $250.00 HPD HPD R27-2019Field service fee $50.00 HPD HPD R27-2019


834


DATE: August 7, 2019 TO: The Honorable Mayor and City Council FROM: John Brems, City Attorney SUBJECT: Property Acquisition Reimbursement Procedures RECOMMENDATION: Approval of an Ordinance outlining the Property Acquisition Reimbursement Procedures DISCUSSION: This ordinance that imposes an obligation on property owners that are benefited from project type improvements, but have refused to participate. FISCAL IMPACT: To Be Determined based on projects.

835

HERRIMAN, UTAH ORDINANCE NO. 19-__

AN ORDINANCE ADOPTING A REPAYMENT REQUIREMENT FOR CITY INSTALLED PROJECT IMPROVEMENTS BY ADDING SECTION 1-10-20 TO THE

HERRIMAN CITY CODE

WHEREAS, the Herriman City Council (the “Council”) met in regular session on ____ __, 2019, to consider, among other things, adopting an ordinance adopting a repayment requirement for city installed project improvements by adding section 1-10-20 to the Herriman city code; and

WHEREAS, on occasion Herriman will make project improvements that benefit undeveloped or underdeveloped land of adjacent property owners and some adjacent property owners participate and other refuse; and

WHEREAS, the Council has determined that it is fair and reasonable to impose a repayment procedure that imposed a rationally equivalent obligation on all undeveloped or under developed adjacent property owners (those that participate and those that do not participate) that benefit or will benefit from the city installed project improvement; and

WHEREAS, after careful consideration the Council has determined that it is in the best interest of the health, safety, and welfare of the residents of Herriman to add section 1-10-20 to the Herriman City Code.

NOW, THEREFORE, BE IT ORDAINED by the Council that the following be added

as section 1-10-20 of the Herriman City Code:

1-10-20 Repayment Obligation for City Installed Project Improvements:

If the City installs a project improvement that is adjacent to undeveloped or underdeveloped land then the property owner or developer of the undeveloped or underdeveloped land, shall, prior to receiving approval, or a permit for any development activity on the land, pay for its share of the cost of the improvements installed. The determination of the share of the cost of the improvement shall be determined by resolution of the City Council and a notice of the same shall be recorded against non-participation adjacent property owners. Nothing in this section, however, shall require the City to make project improvements unless the City has determined, by the City Council, to do so.

PASSED AND APPROVED this ______ day of _______, 2019.

836

2

HERRIMAN CITY COUNCIL ____________________________________ David Watts, Mayor ATTEST: _______________________________ Jackie Nostrom, MMC City Recorder

837


DATE: August 8, 2019 TO: The Honorable City Council FROM: Jackie Nostrom, City Recorder SUBJECT: Resolution Accepting a Petition for Annexation filed by Herriman Springs

Developers, LLC for further consideration and related matters RECOMMENDATION: Approval of a resolution accepting a petition for annexation filed by Herriman Springs Developers, LLC for further consideration and related matters. DISCUSSION: Herriman Springs Developers LLC filed a petition for annexation on July 10, 2019. Pursuant to the provisions of Utah Code Annotated 10-2-405 the City Council has the opportunity to accept or deny the petition for further consideration. If accepted, staff will schedule the appropriate Public Hearing and mail out certifications to affected entities as depicted in state code. ALTERNATIVES: The Council may deny to accept the annexation petition

838

HERRIMAN, UTAH RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF HERRIMAN ACCEPTING A PETITION FOR ANNEXATION FILED BY

HERRIMAN SPRINGS DEVELOPERS LLC FOR FURTHER CONSIDERATION AND RELATED MATTERS

WHEREAS, the Herriman City Council (the “Council”) met in regular session on August 14, 2019, to consider, among other things, accepting a Petition for Annexation filed by Herriman Springs Developers LLC for Further Consideration and Related Matters; and

WHEREAS, on or about July 10, 2019, Herriman Springs Developers LLC filed a

Petition for Annexation (“Petition”) to the City; and WHEREAS, Utah Code Ann. §10-2-405 provides, among other things, that the

legislative body of the municipality may accept an annexation petition for further consideration; and

WHEREAS, the Council has reviewed the Petition and desires to accept the Petition for

further consideration. NOW, THEREFORE, BE IT RESOLVED as follows: SECTION 1. Acceptance of Petition. The City Council does hereby accept the Petition

for further consideration, pursuant to the provisions of Utah Code Ann. §10-2-405. SECTION 2. Further Actions Authorized. The Mayor, the City Recorder, and all other

appropriate City personnel, boards and committees are hereby authorized and directed to take all actions required or advisable to be taken preparatory to formal action by the City Council on the proposed annexation.

SECTION 3. Severability. If any section, part or provision of this Resolution is held

invalid or unenforceable, such invalidity or unenforceability shall not affect any other portion of this Resolution, and all sections, parts and provisions of this Resolution will be severable.

SECTION 4. Effective Date. This Resolution shall become effective immediately upon

its execution.

PASSED AND APPROVED this 14th day of August, 2019. HERRIMAN COUNCIL By: ______________________________________ David Watts, Mayor 839

ATTEST: ________________________________ Jackie Nostrom, Recorder

840

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1 OF1 HERRIMAN COVE RIGHT-OF-WAY ANNEXATION SALT LAKE COUNTY, UTAH • • - 40' 02/20/2019

BOUNDARY DESCRIPTION

BEGINNING AT A POINT N00"13'46.E 1268.46 FEET AND WEST B48.14 FEET FROf.! THE SALT LAKE COUNTY SURVEY MONUMENT FOR THE SOUTHEAST CORNER OF SECTlON 10, TOWNSHIP 4 SOUTH, RANGE 2 WEST, St.LT LAKE BASE AND MERIDIAN;

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SlOE 8: CREATES NEW CITY BOUNDARY THROUGH COUNTY RIGHT-Of-WAY.

SIDE C: fa.lOWS SOUTH BOUNDARY LINE OF SCAWON PROPERTY.

SIDES D THRU G: FOLLOWS EXISnNG HERWMAN CITY BOUNDARY.

SIDE H: FOLLOWS YtEST BOUNDARY UNE Of HERRIMAN SPRINGS DEVELOPMENT, l.LC PARCEL

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l 842


DATE: August 7, 2019 TO: The Honorable Mayor and City Council FROM: John Brems, City Attorney SUBJECT: Public Safety Impact Fee Facilities Plan/Impact Fee Analysis/Enactment RECOMMENDATION: Approval of the Public Safety Impact Fee Facilities Plan, Impact Fee Analysis and Enactment of such fees. DISCUSSION: On July 10, 2019 the City Council held Public Hearings are to receive public comment on a proposed impact fee to pay for a portion of the new Public Safety Building. It is anticipated that these impact fees will be paid upon issuance of a building permit. This is the Actual adoption of the IFA, IFFP and actual adoption of the impact fees. FISCAL IMPACT: The proposed impact fee would be $260.83 for Residential and $.50 per square foot for non-residential buildings. The Police Building will consist of a 33,000 square foot building, 17,044 square feet of interior storage and 5,456 square feet of exterior storage space within the next ten years in order to maintain existing service levels.

843

1

HERRIMAN CITY, UTAH ORDINANCE NO. 19-__

ORDINANCE ADOPTING THE PPUBLIC SAFETY IMPACT FEE FACILITIES PLAN

AND PUBLIC SAFETY IMPACT FEE ANALYSIS WHEREAS, the Herriman City Council (“Council”) met in regular meeting on August 14,

2019, to consider, among other things, the adoption of the Public Safety Impact Fee Facilities Plan, and Public Safety Impact Fee Analysis; and

WHEREAS, the Council finds that it is in the public interest to adopt the Public Safety Impact Fee Facilities Plan (“Impact Fee Facilities Plan”) and Public Safety Impact Fee Analysis; (“Impact Fee Analysis”) to address impacts of development upon the City; and

WHEREAS, the City is a local political subdivision of the state of Utah and has authority pursuant to Utah Code Ann. § 11-36a-101, et seq. (the “Impact Fee Act”) to mitigate the impact of new development on public facilities by enacting an impact fee; and

WHEREAS, on July 10, 2019, the Council held a public hearing regarding the adopted of the Impact Fee Facilities Plan and Impact Fee Analysis after due notice according to law; and

WHEREAS, the Council finds that the Impact Fee Facilities Plan identifies demands placed upon existing public facilities by new development activity and proposes means by which the City will meet those demands and has generally considered all revenue sources, including impact fees, and anticipated dedication of system improvements, to finance the impacts on system improvements; and

WHEREAS, the Council finds that the Impact Fee Analysis identifies the anticipated impacts on or consumption of existing capacity of public facilities by anticipated development activities, identifies impact on system improvements required by anticipated development activities to maintain the established level of service for each public facility, demonstrates how those anticipated impacts are reasonably related to the anticipated development activities and estimates the proportionate share of the cost for existing capacity that will be recouped and the cost of impacts on system improvements that are reasonably related to the new development activity.

NOW, THEREFORE, BE IT ORDAINED that the Council finds and determines that growth and development activities in the City will create additional demand and need for a public safety facility, and the Council finds that persons responsible for growth and development activities should pay a proportionate share of the costs of such planned facilities needed to serve the growth and development activity. The Council further finds that based on the Impact Fee Facilities Plan and Impact Fee Analysis that impact fees are necessary to achieve an equitable allocation of the costs borne in the past and to be borne in the future, in comparison with the benefits already received and yet to be received.

844

2

NOW, THERFORE, BE IT FUTHER ORDAINED that the Council hereby adopts the Impact Fee Facilities Plan attached as exhibit “A” and the analysis reflected therein and hereby adopts the Impact Fee Analysis attached as exhibit “B” and the analysis reflected therein.

NOW, THERFORE, BE IT FUTHER ORDAINED the Council hereby adopts and determines to maintain the current level of service as set forth in the Impact Fee Facilities Plan and Impact Fee Analysis.

ADOPTED by the Council this _______ day of _______________, 2019.

HERRIMAN _________________________________________ David Watts, Mayor

ATTEST: _________________________________ Jackie Nostrom, MMC City Recorder

845

1

HERRIMAN CITY, UTAH ORIDINANCE NO. 19-__

ORDINANCE ADOPTING AN IMPACT FEE ENACTMENT THAT IMPOSES A PUBLIC SAFETY IMPACT FEE; PROVIDING FOR THE CALCULATION AND COLLECTION OF SUCH FEE; AND PROVIDING FOR APPEAL, ACCOUNTING, SEVERABILITY OF

THE SAME, AND OTHER RELATED MATTERS

WHEREAS, the Herriman City Council (“Council”) met in regular meeting on August 14,

2019, to consider, among other things, adopting an Impact Fee Enactment that imposes a Public Safety Impact Fee; providing for the calculation and collection of such fee; and providing for appeal, accounting, severability of the same, and other related matters; and

WHEREAS, the Council has adopted a Public Safety Impact Fee Facilities Plan (“Impact Fee Facilities Plan”) and Public Safety Impact Fee Analysis; (“Impact Fee Analysis”) to address impacts of development upon the City and by this ordinance adopt this Impact Fee Enactment (“Impact Fee Enactment”) that imposes a Public Safety Impact Fee; and


WHEREAS, on August14, 2019, the Council adopted the Impact Fee Facilities Plan and Impact Fee Analysis after notice and public hearing according to law; and


WHEREAS, the Council finds that the Impact Fee Analysis identifies the anticipated impacts on or consumption of existing capacity of public facilities by anticipated development activities, identifies impact on system improvements required by anticipated development activities to maintain the established level of service for each public facility, demonstrates how those anticipated impacts are reasonably related to the anticipated development activities and estimates the proportionate share of the cost for existing capacity that will be recouped and the cost of impacts on system improvements that are reasonably related to the new development activity; and

WHEREAS, the Council finds that the impact fees which are enacted pursuant to this Impact Fee Enactment are necessary to achieve an equitable allocation to the costs borne in the past and to be borne in the future, in comparison to the benefits already received and yet to be received; and

846

2

WHEREAS, on ______________________, notice of the date, time, and place of a public hearing to consider the adoption of this Impact Fee Enactment was mailed to each affected entity, posted on the City’s official website, published in the Salt Lake Tribune and Deseret News, and published on the Utah Public Notice website; and

WHEREAS, on ________________, copies of this Impact Fee Enactment were made available to the public; and

WHEREAS, on July 10, 2019, the Council held a public hearing regarding the adoption of this Impact Fee Enactment.

NOW, THEREFORE, BE IT ORDAINED as follows:

Section 1. Findings; Authority; Purpose.

The Council finds and determines that growth and development activities in the City will create additional demand and need for parks, recreation, trails, and open space, and the Council finds that persons responsible for growth and development activities should pay a proportionate share of the costs of such planned facilities needed to serve the growth and development activity. The Council further finds that based on the Impact Fee Facilities Plan and Impact Fee Analysis that impact fees are necessary to achieve an equitable allocation of the costs borne in the past and to be borne in the future, in comparison with the benefits already received and yet to be received. The provisions of this Impact Fee Enactment shall be liberally construed in order to carry out the purpose and intent of the Council in establishing this impact fee program.

Section 2. Definitions.

Except as provided below, words and phrases that are defined in the Impact Fee Act shall have the same meaning in this Impact Fee Enactment.

2.1 Applicant shall mean any person or entity that intends, or is otherwise interested in obtaining, development approval, such as a building permit.

2.2 Impact Fee(s) shall mean the stated impact fee assessed (less all allowable exemptions, adjustments, credits, reimbursements, or other adjustments required by this Impact Fee Enactment and/or the Impact Fee Act) for system improvements based on the requirements of this Impact Fee Enactment.

Section 3. Impact Fees Accounting.

3.1 Impact Fees Accounting. The City has established a separate interest-

bearing ledger account with the Utah Public Treasurer’s Investment Fund for each type of public

847

3

facility for which impact fees are collected. Interest earned on such account shall be allocated to that account.

(a) Reporting. At the end of each fiscal year, the City shall prepare a report on each fund or account showing the source and amount of all monies collected, earned, and received by the fund or account and each expenditure from the fund or account. The report shall identify impact fees by the year in which they were received, the project from which the funds were collected, the system improvements for which the funds were budgeted, and the projected schedule for expenditures. The report shall be in a format developed by the State Auditor that is certified by the City’s Chief Financial Officer and shall be transmitted annual to the State Auditor.

(b) Impact Fee Expenditures. The City may expend Impact Fees collected pursuant to this enactment only for systems improvements that are (i) identified in the Impact Fee Facilities Plan and (ii) for specific public facilities type for which the fee was collected.

(c) Time of Expenditure. Impact Fees collected pursuant to this Impact Fee Enactment shall be expended or encumbered for a permissible use within six (6) years of the receipt of those funds by the City. For purposes of this calculation, the first funds received shall be deemed to be the first funds expended.

(d) Extension of Time. The City may hold unencumbered impact fees collected pursuant to this Impact Fee Enactment for longer than six (6) years if the Council identifies in writing (i) an extraordinary and compelling reason why the fees should be held longer than six (6) years; and (ii) an absolute date by which the fees will be expended.

3.2 Refunds. The City shall refund any Impact Fee collected pursuant to this Impact Fee Enactment as set forth in Utah Code Ann. § 11-36a-603, as amended.

3.3 Additional Fees and Costs. The Impact Fees authorized hereby are separate from and in addition to user fees and other charges lawfully imposed by the City, such as engineering and inspection fees, building permit fees, review fees, and other fees and costs that are not be included as part of the Impact Fee.

3.4 Fees Effective at Time of Payment. Unless the City is otherwise bound by a contractual requirement, the Impact Fee shall be determined in accordance with the provisions of Section 4 below.

Section 4. Impact Fee Imposed, Amount, and Procedure.

4.1 Impact Fee Imposed. Impact Fees are hereby imposed on the basis of the Impact Fee Analysis and shall be paid as a condition of issuing a building permit from the City or other development approval.

4.2 Impact Fee Amount. There is hereby imposed an impact fee as follows:

848

4

Residential 288.50 per residential unit Non-residential .50 per nonresidential square foot

4.3 Master Fee Schedule. The Public Safety Impact Fee adopted by this

ordinance shall be added to the Herriman Master Fees Schedule. 4.4 Application Procedure. Each Applicant shall make application in writing to

the City on forms provided by the City for determination of the amount of the required Impact Fee payable by the Applicant. Each Applicant shall provide all information requested by the City to allow the City to verify the accuracy of the information presented by the Applicant. The City’s designated representative shall consider the information presented by the Applicant and determine the resulting Impact Fee.

Section 5. Exemptions, Adjustments, and Credits.

5.1 Exemption. The City may, on a project-by-project basis, authorize exemptions to the Impact Fee imposed for development activity that the City determines to be of broad public purpose to justify the exception, such as low income housing, the state, a school district, or a charter school (the school district and charter school on the same basis) and, except for low-income housing, establish one or more sources of funds other than the Impact Fee to pay for that development activity.

5.2 Adjustments. The City may adjust Impact Fees at the time the fee is charged to ensure that the Impact Fees are imposed fairly and respond to (i) unusual circumstances in specific cases, (ii) a request for a prompt and individualized impact review for the development activities of the state or a school district or a charter school and an offset or credit for a public facility for which an Impact Fee has been or will be collected, or (iii) permits adjustments of the amount of the Impact Fee to be imposed on a particular development based upon studies and data submitted by the Applicant.

5.3 Credits and Reimbursements.

(a) The City shall give the Applicant a credit against the Impact Fee for any dedication of land for, improvements to, or new construction of, any system improvements provided by the Applicant if the facilities are system improvements or are dedicated to the public and offset the need for identified system improvements.

(b) The City shall ensure that the Applicant be allowed a credit against or proportionate reimbursement of the Impact Fee if the Applicant, including a school district or charter school, dedicates land for a system improvement, builds and dedicates some or all of the system improvement, or dedicates a public facility that the City and the Applicant agrees will reduce the need for a system improvement.

849

5

Section 6. Service Area. Service areas are hereby designed and established as the entire City.

Section 7. Appeal Procedures.

7.1 Application. The appeal procedure applies to challenges to the legality of Impact Fees, the interpretation and/or application of those fees.

7.2 Request for Information Concerning the Fee. Any person or entity required

to pay the Impact Fee may file a written request for information concerning the fee with the City. The City will provide the person or entity with the Impact Fee Facilities Plan, Impact Fee Analysis, and other relevant information relating to the impact fee within two (2) weeks after receipt of the request for information.

7.3 Appeals. The validity of the Impact Fee may be challenged as set forth in the Impact Fee Act.

Section 8. Severability. If any section, subsection, paragraph, clause, or phrase of this Impact Fee Enactment shall be declared invalid for any reason, such decision shall not affect the remaining provisions of this Impact Fee Enactment, which shall remain in full force and effect, and for this purpose, the provisions of this Impact Fee Enactment are declared to be severable.

Section 9. Effective Date. The Impact Fee imposed pursuant to this Impact Fee Enactment shall take effect __________ (at least 90 days after its enactment).




850


DATE: August 7, 2019 TO: The Honorable Mayor and City Council FROM: John Brems, City Attorney SUBJECT: Public Safety Impact Fee Facilities Plan/Impact Fee Analysis/Enactment RECOMMENDATION: Approval of the Public Safety Impact Fee Facilities Plan, Impact Fee Analysis and Enactment of such fees. DISCUSSION: On July 10, 2019 the City Council held Public Hearings are to receive public comment on a proposed impact fee to pay for a portion of the new Public Safety Building. It is anticipated that these impact fees will be paid upon issuance of a building permit. This is the Actual adoption of the IFA, IFFP and actual adoption of the impact fees. FISCAL IMPACT: The proposed impact fee would be $260.83 for Residential and $.50 per square foot for non-residential buildings. The Police Building will consist of a 33,000 square foot building, 17,044 square feet of interior storage and 5,456 square feet of exterior storage space within the next ten years in order to maintain existing service levels.

851

1

HERRIMAN CITY, UTAH ORDINANCE NO. 19-__

ORDINANCE ADOPTING THE PPUBLIC SAFETY IMPACT FEE FACILITIES PLAN

AND PUBLIC SAFETY IMPACT FEE ANALYSIS WHEREAS, the Herriman City Council (“Council”) met in regular meeting on August 14,

2019, to consider, among other things, the adoption of the Public Safety Impact Fee Facilities Plan, and Public Safety Impact Fee Analysis; and

WHEREAS, the Council finds that it is in the public interest to adopt the Public Safety Impact Fee Facilities Plan (“Impact Fee Facilities Plan”) and Public Safety Impact Fee Analysis; (“Impact Fee Analysis”) to address impacts of development upon the City; and


WHEREAS, on July 10, 2019, the Council held a public hearing regarding the adopted of the Impact Fee Facilities Plan and Impact Fee Analysis after due notice according to law; and


WHEREAS, the Council finds that the Impact Fee Analysis identifies the anticipated impacts on or consumption of existing capacity of public facilities by anticipated development activities, identifies impact on system improvements required by anticipated development activities to maintain the established level of service for each public facility, demonstrates how those anticipated impacts are reasonably related to the anticipated development activities and estimates the proportionate share of the cost for existing capacity that will be recouped and the cost of impacts on system improvements that are reasonably related to the new development activity.

NOW, THEREFORE, BE IT ORDAINED that the Council finds and determines that growth and development activities in the City will create additional demand and need for a public safety facility, and the Council finds that persons responsible for growth and development activities should pay a proportionate share of the costs of such planned facilities needed to serve the growth and development activity. The Council further finds that based on the Impact Fee Facilities Plan and Impact Fee Analysis that impact fees are necessary to achieve an equitable allocation of the costs borne in the past and to be borne in the future, in comparison with the benefits already received and yet to be received.

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NOW, THERFORE, BE IT FUTHER ORDAINED that the Council hereby adopts the Impact Fee Facilities Plan attached as exhibit “A” and the analysis reflected therein and hereby adopts the Impact Fee Analysis attached as exhibit “B” and the analysis reflected therein.

NOW, THERFORE, BE IT FUTHER ORDAINED the Council hereby adopts and determines to maintain the current level of service as set forth in the Impact Fee Facilities Plan and Impact Fee Analysis.




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HERRIMAN CITY, UTAH ORIDINANCE NO. 19-__

ORDINANCE ADOPTING AN IMPACT FEE ENACTMENT THAT IMPOSES A PUBLIC SAFETY IMPACT FEE; PROVIDING FOR THE CALCULATION AND COLLECTION OF SUCH FEE; AND PROVIDING FOR APPEAL, ACCOUNTING, SEVERABILITY OF

THE SAME, AND OTHER RELATED MATTERS

WHEREAS, the Herriman City Council (“Council”) met in regular meeting on August 14,

2019, to consider, among other things, adopting an Impact Fee Enactment that imposes a Public Safety Impact Fee; providing for the calculation and collection of such fee; and providing for appeal, accounting, severability of the same, and other related matters; and

WHEREAS, the Council has adopted a Public Safety Impact Fee Facilities Plan (“Impact Fee Facilities Plan”) and Public Safety Impact Fee Analysis; (“Impact Fee Analysis”) to address impacts of development upon the City and by this ordinance adopt this Impact Fee Enactment (“Impact Fee Enactment”) that imposes a Public Safety Impact Fee; and


WHEREAS, on August14, 2019, the Council adopted the Impact Fee Facilities Plan and Impact Fee Analysis after notice and public hearing according to law; and


WHEREAS, the Council finds that the Impact Fee Analysis identifies the anticipated impacts on or consumption of existing capacity of public facilities by anticipated development activities, identifies impact on system improvements required by anticipated development activities to maintain the established level of service for each public facility, demonstrates how those anticipated impacts are reasonably related to the anticipated development activities and estimates the proportionate share of the cost for existing capacity that will be recouped and the cost of impacts on system improvements that are reasonably related to the new development activity; and

WHEREAS, the Council finds that the impact fees which are enacted pursuant to this Impact Fee Enactment are necessary to achieve an equitable allocation to the costs borne in the past and to be borne in the future, in comparison to the benefits already received and yet to be received; and

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WHEREAS, on ______________________, notice of the date, time, and place of a public hearing to consider the adoption of this Impact Fee Enactment was mailed to each affected entity, posted on the City’s official website, published in the Salt Lake Tribune and Deseret News, and published on the Utah Public Notice website; and

WHEREAS, on ________________, copies of this Impact Fee Enactment were made available to the public; and

WHEREAS, on July 10, 2019, the Council held a public hearing regarding the adoption of this Impact Fee Enactment.

NOW, THEREFORE, BE IT ORDAINED as follows:

Section 1. Findings; Authority; Purpose.

The Council finds and determines that growth and development activities in the City will create additional demand and need for parks, recreation, trails, and open space, and the Council finds that persons responsible for growth and development activities should pay a proportionate share of the costs of such planned facilities needed to serve the growth and development activity. The Council further finds that based on the Impact Fee Facilities Plan and Impact Fee Analysis that impact fees are necessary to achieve an equitable allocation of the costs borne in the past and to be borne in the future, in comparison with the benefits already received and yet to be received. The provisions of this Impact Fee Enactment shall be liberally construed in order to carry out the purpose and intent of the Council in establishing this impact fee program.

Section 2. Definitions.

Except as provided below, words and phrases that are defined in the Impact Fee Act shall have the same meaning in this Impact Fee Enactment.

2.1 Applicant shall mean any person or entity that intends, or is otherwise interested in obtaining, development approval, such as a building permit.

2.2 Impact Fee(s) shall mean the stated impact fee assessed (less all allowable exemptions, adjustments, credits, reimbursements, or other adjustments required by this Impact Fee Enactment and/or the Impact Fee Act) for system improvements based on the requirements of this Impact Fee Enactment.

Section 3. Impact Fees Accounting.

3.1 Impact Fees Accounting. The City has established a separate interest-

bearing ledger account with the Utah Public Treasurer’s Investment Fund for each type of public

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facility for which impact fees are collected. Interest earned on such account shall be allocated to that account.

(a) Reporting. At the end of each fiscal year, the City shall prepare a report on each fund or account showing the source and amount of all monies collected, earned, and received by the fund or account and each expenditure from the fund or account. The report shall identify impact fees by the year in which they were received, the project from which the funds were collected, the system improvements for which the funds were budgeted, and the projected schedule for expenditures. The report shall be in a format developed by the State Auditor that is certified by the City’s Chief Financial Officer and shall be transmitted annual to the State Auditor.

(b) Impact Fee Expenditures. The City may expend Impact Fees collected pursuant to this enactment only for systems improvements that are (i) identified in the Impact Fee Facilities Plan and (ii) for specific public facilities type for which the fee was collected.

(c) Time of Expenditure. Impact Fees collected pursuant to this Impact Fee Enactment shall be expended or encumbered for a permissible use within six (6) years of the receipt of those funds by the City. For purposes of this calculation, the first funds received shall be deemed to be the first funds expended.

(d) Extension of Time. The City may hold unencumbered impact fees collected pursuant to this Impact Fee Enactment for longer than six (6) years if the Council identifies in writing (i) an extraordinary and compelling reason why the fees should be held longer than six (6) years; and (ii) an absolute date by which the fees will be expended.

3.2 Refunds. The City shall refund any Impact Fee collected pursuant to this Impact Fee Enactment as set forth in Utah Code Ann. § 11-36a-603, as amended.

3.3 Additional Fees and Costs. The Impact Fees authorized hereby are separate from and in addition to user fees and other charges lawfully imposed by the City, such as engineering and inspection fees, building permit fees, review fees, and other fees and costs that are not be included as part of the Impact Fee.

3.4 Fees Effective at Time of Payment. Unless the City is otherwise bound by a contractual requirement, the Impact Fee shall be determined in accordance with the provisions of Section 4 below.

Section 4. Impact Fee Imposed, Amount, and Procedure.

4.1 Impact Fee Imposed. Impact Fees are hereby imposed on the basis of the Impact Fee Analysis and shall be paid as a condition of issuing a building permit from the City or other development approval.

4.2 Impact Fee Amount. There is hereby imposed an impact fee as follows:

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Residential 288.50 per residential unit Non-residential .50 per nonresidential square foot

4.3 Master Fee Schedule. The Public Safety Impact Fee adopted by this

ordinance shall be added to the Herriman Master Fees Schedule. 4.4 Application Procedure. Each Applicant shall make application in writing to

the City on forms provided by the City for determination of the amount of the required Impact Fee payable by the Applicant. Each Applicant shall provide all information requested by the City to allow the City to verify the accuracy of the information presented by the Applicant. The City’s designated representative shall consider the information presented by the Applicant and determine the resulting Impact Fee.

Section 5. Exemptions, Adjustments, and Credits.

5.1 Exemption. The City may, on a project-by-project basis, authorize exemptions to the Impact Fee imposed for development activity that the City determines to be of broad public purpose to justify the exception, such as low income housing, the state, a school district, or a charter school (the school district and charter school on the same basis) and, except for low-income housing, establish one or more sources of funds other than the Impact Fee to pay for that development activity.

5.2 Adjustments. The City may adjust Impact Fees at the time the fee is charged to ensure that the Impact Fees are imposed fairly and respond to (i) unusual circumstances in specific cases, (ii) a request for a prompt and individualized impact review for the development activities of the state or a school district or a charter school and an offset or credit for a public facility for which an Impact Fee has been or will be collected, or (iii) permits adjustments of the amount of the Impact Fee to be imposed on a particular development based upon studies and data submitted by the Applicant.

5.3 Credits and Reimbursements.

(a) The City shall give the Applicant a credit against the Impact Fee for any dedication of land for, improvements to, or new construction of, any system improvements provided by the Applicant if the facilities are system improvements or are dedicated to the public and offset the need for identified system improvements.

(b) The City shall ensure that the Applicant be allowed a credit against or proportionate reimbursement of the Impact Fee if the Applicant, including a school district or charter school, dedicates land for a system improvement, builds and dedicates some or all of the system improvement, or dedicates a public facility that the City and the Applicant agrees will reduce the need for a system improvement.

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Section 6. Service Area. Service areas are hereby designed and established as the entire City.

Section 7. Appeal Procedures.

7.1 Application. The appeal procedure applies to challenges to the legality of Impact Fees, the interpretation and/or application of those fees.

7.2 Request for Information Concerning the Fee. Any person or entity required

to pay the Impact Fee may file a written request for information concerning the fee with the City. The City will provide the person or entity with the Impact Fee Facilities Plan, Impact Fee Analysis, and other relevant information relating to the impact fee within two (2) weeks after receipt of the request for information.

7.3 Appeals. The validity of the Impact Fee may be challenged as set forth in the Impact Fee Act.

Section 8. Severability. If any section, subsection, paragraph, clause, or phrase of this Impact Fee Enactment shall be declared invalid for any reason, such decision shall not affect the remaining provisions of this Impact Fee Enactment, which shall remain in full force and effect, and for this purpose, the provisions of this Impact Fee Enactment are declared to be severable.

Section 9. Effective Date. The Impact Fee imposed pursuant to this Impact Fee Enactment shall take effect __________ (at least 90 days after its enactment).




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