BP FUEL & CONVENIENCE STORE Proposed Building, Fuel Pumps ... · 9/24/2018 · Traffic Impact...

BP FUEL & CONVENIENCE STORE Proposed Building, Fuel Pumps, & Parking Modifications Gage Shopping Center 1301 SW Gage Boulevard Topeka, Kansas 66604 CFS Project No. 185161 Traffic Impact Analysis September 24, 2018

Prepared for: MarLan Construction, LLC 1008 New Hampshire, Suite 200 Lawrence, Kansas 66044 785.749.2647

Prepared by: Andrew Robertson, PE, PTOE CFS Engineers, P.A. [email protected]

Prepared by:

Cook, Flatt & Strobel Engineers, P.A. 2930 Woodside Drive Topeka, Kansas 66614

785.272.4706

Traffic Impact Analysis - 9/24/2018

Table of Contents

Review of Existing Site Conditions 2 Site’s Trip Generation and Design Hour Volume Data 5 Trip Distribution and Traffic Assignment 8 Existing and Projected Traffic Volumes 19 Capacity Analysis 19 Traffic Crash History 20 Internal Circulation and Parking 24 Needs for Pedestrians, Bicyclists, and Public Transit Users 25 Traffic Operations and Geometric Improvements 25 Summary and Recommendations 26

Appendix I - 11”x17” Exhibit Map and ITE Trip Generation Pages Appendix II - Synchro Results Appendix III - 11”x17” Traffic Crash Data

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Review of Existing Site Conditions This Traffic Impact Analysis for the proposed construction of a BP Fuel Station & Convenience Store at 1301 SW Gage Boulevard in Topeka, Kansas, has been prepared, in accordance with the City of Topeka's requirements. See Site Location Map and Site Layout Plan below. The 1.78 acre site, which is currently occupied by a shopping center building containing a hair salon, is proposed to undergo demolition and reconstruction. The existing building has a total floor square footage of 16,904 sq ft, of which about 4,490 sq ft is currently used as a hair salon with the rest vacant commercial space. The proposed gas station & convenience store will have a total maximum floor space of 7,600 sq ft. The site’s two existing driveways connecting to the west side of SW Gage Boulevard will remain unaltered except that the throat length will be slightly extended. Changes to the other alternate entrances/exits connecting to the site are not planned at this time. The parking lot will undergo modifications to accommodate the proposed spaces and ADA parking requirements. This analysis will address the potential increase in traffic congestion due to the changed land use category and the expected trips distributed into the local roadway network.

↑N Site Location Map, 1301 SW Gage Boulevard, Topeka, Kansas

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↑N Site Layout Plan

BP Fuel and Convenience Store Area Street and Highway Network: The existing streets around the site include:

● SW Gage Boulevard – Five-lane minor arterial including two-way left-turn lane. ○ Posted speed limit of 40 mph.

● SW Huntoon Street – Two-lane minor arterial with eastbound left-turn lane at the intersection with SW Gage Boulevard.

○ Posted speed limit of 30 mph. ● SW 15th Street – Two-lane local road.

○ Topeka default speed limit of 30 mph. ● Driveway 1 – North driveway access, 94 ft south of SW Avalon Lane.

○ 24 ft wide entry and exit access point. ● Driveway 2 – South driveway access, directly across from SW York Way.

○ 40 ft wide entry and exit access point.

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There are no known planned improvements of the nearby roadway network at this time. Surrounding Land Uses and Building Density: For the 1.78 acre site, the property parcel ID 1420301001006000 has a current land use of 2105-Strip Store Center. The building footprint will be 7,600 sq ft which will yield a building density of 10% for the proposed BP Fuel and Convenience Store. To the west of the site is a group of several building types that are part of the Gage Center located on the 11.06 acre site. The parcel ID is 1420301001003000 which has a current land use of 2107-Community Shopping Center. To the north of the proposed BP Fuel and Convenience Store site is a fast food restaurant with a drive thru and a bank with a drive thru. To the east of the site, across SW Gage Boulevard, is a residential area with single family detached houses. To the south of the site is a building with several land uses located on a 2.78 acre site. The parcel ID is 1420301001005000 which has a current land use of 2102-Retail Store. The building footprint is 21,597 sq ft which yields a building density of 18%. Water Conflicts: The FEMA FIRM Panel 20177C0215E, effective on 9-29-2011, indicates that the site is located outside of the 100 year floodplain limits in an area of minimal flood hazard. Existing Relevant Transportation System Management Programs:

1. 2040 Long Range Transportation Plan, April 2012, published by Metropolitan Topeka Planning Organization

2. 2016 Topeka Pedestrian Master Plan 3. The Topeka Bikeways Master Plan

Existing Alternative Transportation Mode Choices: There are sidewalks along both sides of SW Gage Boulevard and SW 15th Street to the west of SW Gage Boulevard. There is a sidewalk on the northern side of SW Huntoon Street to the west of SW Gage Boulevard. There are no bicycle lanes on any of the surrounding streets. The Topeka Bikeways Master Plan shows planned on-street bicycle lanes to be completed on SW McAlister Avenue to the west of SW Gage Boulevard and SW 15th street to the south of the site. No bike racks are currently installed on site. Transit users have access to Gage Center using Route #12 (Huntoon St) with the closest bus stop at SW Huntoon St & SW Woodhull St. Transit buses arrive every half hour or full hour from the east and west directions. The transit routes will remain unchanged as part of this redevelopment project.

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New Site Improvements: The proposed site plan includes new parking spaces with an ADA accessible van parking space, a pump canopy to cover the estimated 16 fuel stations, an extended driveway throat length without restricting internal circulation of traffic, new curb and concrete pavement, new sidewalk between parking and the building, and new building-mounted business signage. Anticipated Phasing and Timeline: Construction is anticipated to begin in the fall/winter of 2018 and would take approximately 6 to 9 months.

Site’s Trip Generation and Design Hour Volume Data

Trip Generation Rates and Design Hour Volume Data: Trip generation calculations utilized the land use types categorized by the Institute of Transportation Engineers Trip Generation Guidelines, 10th Edition. The ITE Land Use category used Gasoline/Service Station with Convenience Market (ITE Code 945) to estimate the traffic volumes anticipated to be generated by the site. Since the Hair Salon currently exists, the change in trips generated would only be represented by additional traffic caused by the land use category change. Therefore, the trips generated can be estimated by finding the difference between the trips caused by a Hair Salon (ITE Code 918) and the results of a Gasoline/Service Station with Convenience Market (ITE Code 945). The estimated number of trips generated by the buildings were calculated based on the 1,000 sq. ft. of floor area (KSF). Copies of the ITE Trip Generation Manual pages are included in the appendix for reference purposes. The following table shows the parameters for measurement units, total trip generation rates for peak hour traffic volumes and corresponding total vehicles for peak hour traffic at the site:

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ITE Traffic Generation Parameters

Description / ITE Code

Hair Salon 918

Gasoline/Convenience Market 945

AM Peak Total 1.21 71.61

AM Pass-by - 62%

AM Peak In - 51%

AM Peak Out - 49%

PM Peak Total 1.94 68.77

PM Pass-by - 56%

PM Peak In 38% 50%

PM Peak Out 62% 50%

The following table shows the traffic generation given the square footage of a hair salon, covering approximately 4,490 sq ft, and a gas station with convenience store, covering 7,600 sq ft, for peak hour traffic at the site:

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ITE Traffic Generation Volumes During Peak Hour Traffic (VPH)

Description / ITE Code

Hair Salon 918

Gasoline/Convenience Market

945

Difference

Units KSF (1000 sq ft) KSF (1000 sq ft)

Expected Units 4.49 KSF 7.60 KSF

AM Peak Total 5 544 +539

AM Pass-by 0 337 +337

AM Peak In 3 * 106 +103

AM Peak Out 2 * 101 +99

AM Peak In Pass-by 0 172 +172

AM Peak Out Pass-by 0 165 +165

PM Peak Total 9 523 +514

PM Pass-by 0 293 +293

PM Peak In 3 115 +112

PM Peak Out 6 115 +109

PM Peak In Pass-by 0 146 +146

PM Peak Out Pass-by 0 147 +147

* Directional Distribution Not Available, Assumed Directional Split The change of land use category from Hair Salon to Gasoline/Service Station with Convenience Market adds traffic to both the AM and PM weekday peak hours. For this area, the amount of added traffic was 539 vehicles in the AM peak hour and the amount of added traffic was 514 vehicles in the PM peak hour. The difference between land use trips was calculated only for the comparison and was not used for trip distribution. Reductions for Pass-By and Diverted-Link Trips: A Gasoline/Service Station with Convenience Market land use type would generate a significant volume of pass-by traffic. Pass-by trips are trips deducted from the thru traffic volumes counted along the adjacent streets and included in the movements turning into and exiting the site. All trips originating from the other buildings in

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the Gage Center complex were considered to be from another business and, therefore, analyzed as a pass-by trip. No diverted-link analysis was done for this study.

Trip Distribution and Traffic Assignment Trip Distribution and Traffic Assignment: To determine the change in trip distribution caused by land use category change, the difference was found between the Hair Salon and Gasoline/Service Station with Convenience Market. The trips were all assigned to newly created trips added into the roadway system at the surrounding origin and destination points. Trip distribution patterns were determined based on a gravity model using the peak hour counts. Directional percentages were applied along entry and exit paths so that trips could be distributed proportionally. For the following figures shown below, the distributed trips represent the amount of added traffic caused by land use category change (544 vehicles in the AM peak hour [106 in, 101 out, 172 pass-by in, and 165 pass-by out] and 523 vehicles to the PM peak hour [115 in, 115 out, 146 pass-by in, and 147 pass-by out]). AM Peak Entering Trips, 106 total

From Northbound Traffic on SW Gage Boulevard - 50% Driveway 1 - 40% of generated trips from SW Gage Boulevard Driveway 2 - 60% of generated trips from SW Gage Boulevard

From Southbound Traffic on SW Gage Boulevard - 50% Driveway 1 - 60% of generated trips from SW Gage Boulevard Driveway 2 - 40% of generated trips from SW Gage Boulevard

AM Peak Exiting Trips, 101 total To Northbound Traffic on SW Gage Boulevard - 50%

Driveway 1 - 60% of generated trips to SW Gage Boulevard Driveway 2 - 40% of generated trips to SW Gage Boulevard

To Southbound Traffic on SW Gage Boulevard - 50% Driveway 1 - 40% of generated trips to SW Gage Boulevard Driveway 2 - 60% of generated trips to SW Gage Boulevard

AM Pass-by Peak Entering Trips, 172 total 50% from SW Gage Boulevard


From Southbound Traffic on SW Gage Boulevard - 50% Driveway 1 - 60% of generated trips from SW Gage Boulevard

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Driveway 2 - 40% of generated trips from SW Gage Boulevard 50% from 3 other entrances

From Gage Center Entrance - 50% From North Entrance - 25 % From South Entrance - 25%

AM Pass-by Peak Exiting Trips, 165 total 50% to SW Gage Boulevard

To Northbound Traffic on SW Gage Boulevard - 50% Driveway 1 - 60% of generated trips to SW Gage Boulevard Driveway 2 - 40% of generated trips to SW Gage Boulevard


50% to 3 other entrances To Gage Center Entrance - 50% To North Entrance - 25 % To South Entrance - 25%

PM Peak Entering Trips, 115 total


From Southbound Traffic on SW Gage Boulevard - 50% Driveway 1 - 60% of generated trips from SW Gage Boulevard Driveway 2 - 40% of generated trips from SW Gage Boulevard

PM Peak Exiting Trips, 115 total To Northbound Traffic on SW Gage Boulevard - 50%

Driveway 1 - 60% of generated trips to SW Gage Boulevard Driveway 2 - 40% of generated trips to SW Gage Boulevard


PM Pass-by Peak Entering Trips, 146 total 50% from SW Gage Boulevard


From Southbound Traffic on SW Gage Boulevard - 50% Driveway 1 - 60% of generated trips from SW Gage Boulevard

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Driveway 2 - 40% of generated trips from SW Gage Boulevard 50% from 3 other entrances

From Gage Center Entrance - 50% From North Entrance - 25 % From South Entrance - 25%

PM Pass-by Peak Exiting Trips, 147 total 50% to SW Gage Boulevard

To Northbound Traffic on SW Gage Boulevard - 50% Driveway 1 - 60% of generated trips to SW Gage Boulevard Driveway 2 - 40% of generated trips to SW Gage Boulevard


50% to 3 other entrances To Gage Center Entrance - 50% To North Entrance - 25 % To South Entrance - 25%

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Existing and Projected Traffic Volumes

Existing Traffic Volumes: The most recent KDOT Urban City Traffic Count Map, with data from December 2016, November 2016, and January 2017, shows SW Gage Boulevard to have an AADT of 20,590 vpd to the south of Huntoon Avenue. Huntoon Avenue has an AADT of 10,050 vpd to the west of SW Gage Boulevard. The 2040 Long Range Transportation Plan, April 2012, published by Metropolitan Topeka Planning Organization, stated the intersection at SW Gage Boulevard and Huntoon Avenue to have an AADT of 22,025 vpd for 2010. For 2040, the AADT is projected to increase to 25,658 vpd. Traffic counts were not recorded as part of this study. Using the AADT, the peak hour traffic volumes on Gage Boulevard were estimated using 10% of the daily total. Peak hours were assumed to be between 7-9AM and 4-6PM. Using an AADT provided by KDOT and a 50-50 directional split, the typical peak hour traffic volume for northbound would be about 1,029 vph and southbound would be about 1,030 vph. These peak hour volumes were used to assess the delays times for vehicles exiting the site. If delay times became significant for drivers to exit the gas station, driver frustration could lead to unnecessary risks leading to safety concerns that would need to be addressed. Projected Traffic Volumes: Since the number of trips attracted to the site will not increase or decrease with time but only change if square footage would be altered, a growth rate was not used to project generated trips for future traffic conditions.

Capacity Analysis Capacity Analysis: Synchro simulations of AM and PM traffic were created using trip distribution patterns and the estimated traffic volumes on SW Gage Boulevard (10% of the Daily Traffic). The analysis focused on revealing if congestion would occur for drivers wanting to exit the gas station even during peak hour times. Three performance measures commonly used for Traffic Impact Studies are vehicle delay, level-of-service (LOS), and queue length. Vehicle delay is the average delay, in seconds, experienced by one vehicle passing through the intersection. The quality of traffic operation at an intersection is defined through level-of-service (LOS) which consists of assignments of ‘A’ for free-flowing conditions through ‘F’ for congested conditions. The procedures and methodology for determining the LOS are outlined in the Highway Capacity Manual (HCM 2010), produced by the Transportation Research Board. LOS ‘A’ through ‘C’ is considered acceptable. For

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intersections, no individual lane should be below LOS D. 95th percentile queue length is the overall length of a string of stopped vehicles. The results for the exiting traffic at Driveways 1 and 2 (eastbound direction) are shown in the table below. Synchro Results

Performance Measures Driveway 1 & SW Gage Blvd Driveway 2 & SW Gage Blvd

AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour

Overall Intersection Delay, s

1.2 1.2 1.2 1.2

Overall Intersection LOS

A A A A

EB Delay, s 24.4 24.8 21.8 22.1

EB LOS C C C C

EB Queue, ft 38 40 34 35

The results show that even during peak hours, the level-of-service is acceptable. The Synchro models do not take into account seasonal shopping variations and also do not include traffic volumes generated from the other businesses in the Gage Shopping Center that would use Driveway 1 and 2 but not use the gas station. It is likely that, of all the available driveways at the Gage Shopping Center, Driveway 1 and 2 will become the most frequently used. This could mean new distribution patterns for drivers within the Gage Shopping Center parking lots. If drivers are not making a stop at the gas station, then those drivers would likely prefer to avoid any potential delay by using Driveways 1 and 2.

Traffic Crash History Traffic Crash History: The traffic accident history showed the following results. In 2017, crashes included no fatal crashes, 6 injury crashes, and 28 property damage only (PDO) crashes. For January to September 2018, crashes included no fatal crashes, 4 injury crashes, and 13 property damage only (PDO) crashes. Note that “Side Impact” refers to two vehicles colliding at an angle while “Sideswipe” refers to the sides of two vehicles colliding either traveling in the same direction or opposite directions. See Crash Data Location Maps shown below.

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Results of Traffic Crash Data for Gage Shopping Center 2017

Street Total Crashes Crash Type Total

Vehicles Fatal

Crashes Injury

Crashes PDO

Crashes

SW Gage Blvd 14

Side Impact (9) Rear End (3)

Backed Into (1) Fixed Object (1)

27 0 4 10

SW Huntoon St 19 Side Impact (13)

Rear End (4) Sideswipe (2)

40 0 2 14

SW Woodhull St 3 Parked (3) 3 0 0 3

SW 15th St 1 Side Impact (1) 2 0 0 1

Total 37

Side Impact (23) Rear End (7)

Backed Into (1) Fixed Object (1)

Sideswipe (2) Parked (3)

72 0 6 28

Results of Traffic Crash Data for Gage Shopping Center 2018 (January to September)

Street Total Crashes Crash Type Total

Vehicles Fatal

Crashes Injury

Crashes PDO

Crashes

SW Gage Blvd 7 Side Impact (5)

Rear End (1) Head On (1)

15 0 4 3

SW Huntoon St 7 Side Impact (3)

Rear End (2) Sideswipe (2)

15 0 0 7

SW Woodhull St 1 Backed Into (1) 2 0 0 1

SW 15th St 2 Side Impact (2) 4 0 0 2

Total 17

Side Impact (10) Rear End (3) Head On (1) Sideswipe (2)

Backed Into (1)

36 0 4 13

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↑N 2017 Crash Data Locations, Gage Shopping Center There were no 2017 crashes that occured on SW Gage Boulevard at the driveways on either side of the proposed Gas Station & Convenience Market. Surrounding the Gage Center, the most crashes occurred at the intersection of SW Gage Boulevard & SW Huntoon Street. Two crashes did occur on SW Gage Boulevard near SW Avalon Lane. These crashes included a property damage only, rear end crash at 8:45am on June 14th, 2017 and another property damage only crash at 8pm on August 11th, 2017 which involve an angled side impact.

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↑N 2018 (January to September) Crash Data Locations, Gage Shopping Center There were no 2018 crashes that occured on SW Gage Boulevard at the driveways on either side of the proposed Gas Station & Convenience Market. Again, the most crashes occurred at the intersection of SW Gage Boulevard & SW Huntoon Street. One crash did occur on SW Gage Boulevard near SW York Way. This crash included a rear end injury crash at 10:57am on February 23rd, 2018.

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Traffic data does not indicate that Driveways 1 and 2 on SW Gage Boulevard have recent history with traffic crashes. This may be due to the vacancy of the current building occupying the proposed site. With the additional traffic arriving and departing the proposed Gas Station & Convenience Market, the crashes on SW Gage Boulevard could increase, but, at this time, recent crashes have not occurred at Driveways 1 and 2. Without crash history for these driveways, no recommendations are necessary to address the traffic crashes in the vicinity.

Internal Circulation and Parking

Proposed Site Access: There are a total of five possible entrance and exits for the Gas Station & Convenience Store. Driveways 1 and 2, connecting to the west side of SW Gage Boulevard, will remain unaltered except that the throat length will be slightly extended. Internal Circulation: Internal circulation will be both clockwise and counterclockwise to access the parking on the west and south side of the building and to maneuver to fuel stations. Below is a diagram illustrating circulation.

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Parking: The current parking lot for existing building has a combined 21 parking spaces on the west side and extra non-marked employee parking on the south side. BP fueling station will have 17 parking spaces including 1 ADA accessible space and 1 fire lane space. Approximately 16 fuel stations will be installed under the pump canopy providing approximately 16 extra spaces for fueling vehicles.

Needs for Pedestrians, Bicyclists, and Public Transit Users Pedestrian Needs: The 2016 Topeka Pedestrian Master Plan does not include planned improvements near the site. There are sidewalks along both sides of SW Gage Boulevard and SW 15th Street to the west of SW Gage Boulevard. There is a sidewalk on the northern side of SW Huntoon Street to the west of SW Gage Boulevard. There will be a new sidewalk between planned parking and proposed building. Bicyclist Needs: There are no bicycle lanes on any of the surrounding streets. The Topeka Bikeways Master Plan shows planned on-street bicycle lanes to be completed on SW McAlister Avenue to the west of SW Gage Boulevard and SW 15th street to the south of the site. No bike racks are currently installed on site. Public Transit User Needs: Transit users have access to Gage Center using Route #12 (Huntoon St) with the closest bus stop at SW Huntoon St & SW Woodhull St. Transit buses arrive every half hour or full hour from the east and west directions. No improvements are recommended to accommodate public transit users.

Traffic Operations and Geometric Improvements Traffic Operations and Geometric Improvements: No additional right-turn or left-turn auxiliary lanes are recommended along SW Gage Boulevard since a two-way left-turn lane already exists and there is limited space for installation of a right-turn lane.

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Summary and Recommendations Summary: This analysis addressed the street access and potential traffic congestion for the proposed land use change at 1301 SW Gage Boulevard #110, Topeka, KS 66604. The proposed land use change will cause an increase in traffic volume to and from SW Gage Boulevard and the surrounding retail and food stores of Gage Center. For the new BP Fuel and Convenience Store, the AM Peak total will consist of 544 trips (106 entering, 101 exiting, 172 pass-by trips entering, and 165 pass-by trips exiting) and the PM Peak total will consist of 523 trips (115 entering, 115 exiting, 146 pass-by trips entering, and 147 pass-by trips exiting). Recommendations: The following recommendations are made for the BP Fuel and Convenience Store and the surrounding area:

● The proposed site plan includes a new convenience store building, fuel stations, pump canopy, new parking layout, new concrete pavement, and a new pylon sign. These changes will be necessary for the new site layout.

● No additional improvements to accommodate circulation are needed to the five existing access points to the site.

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Appendix I - 11”x17” Exhibit Map and ITE Trip Generation Pages

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BP FUEL &CONVENIENCESTORE7,600 sq. ft.

PUMPCANOPY

F

cfse.comENGINEERS

2930 SW Woodside Dr, Topeka, KS 66614o: 785-272-4706 f: 785-272-4736

PUD - REVISION DATE ARCHIVEMay 18, 1990 Original Site Development planSeptember, 1990October, 1990March, 1993April, 1993December, 1995February, 1996September 03, 1996 (I) New Osco Bldg (w/landscape Design & Legend)September 04, 2001 New pad site (E); Revised Landscaping fro center; overall site updateJune 18, 2003 (I) Remodel & Sign for New Family Video Movie ClubSeptember 27, 2013 Building "I" Site - Sign Revision - New 66" x 144" Monument Sign in

front of Family Video Movie ClubJuly 19, 2018 Building "F" Site - Remodel for BP Fuel & Convenience Store.

MAJOR AMENDMENT SUMMARY 07/19/18This Major Amendment for the Gage Center PUD is for the following purposes:

1) The remodel of Building "F" to accommodate a BP Gas Station & Convenience Store.2) Modifications to parking areas in the immediate vicinity of Building "F" to accommodate

BP customers.

PUD SITE INFORMATIONPart of the Northeast of Section 3, Township 12 South, Range 15 East of te 6th P.M. in the City ofTopeka, Shawnee County, Kansas, more particularly described as follows:Beginning at the Northeast corner of the Northeast Quarter; thence West 40 feet and South 40feet to the point of beginning; thence West 910 feet; thence South 556 feet; thence East 10 feet;thence South 114.15 feet; thence East 250 feet; thence South 150 feet; thence East 660 feet;thence North 900 feet to the point of beginning.

Zoning: PUD C-4Total Area: 767, 950 sq. ft. more or less. (17.63 acres)

PUD BUILDING INFORMATIONA. Gage Center Office Suites 2-Story 21,964 Office/Retail/RestaurantB. Gage Center Huntoon Bldg 1-Story 25,100 Retail/RestaurantC. Bank IV 1-Story 5,500 Bank OfficeD. Fidelity State Bank 1-Story 4,000 Bank OfficeE. Wendy's 1-Story 3,200 Fast FoodF. BP Fuel & Convenience 1-Story 7,600 Retail/RestaurantG. Gage Center Retail Bldg 1-Story 45,200 Retail/RestaurantH. Clock Tower 1-Story 700 RetailI. Family Video Movie Club 1-Story 14,987 RetailJ. Pediatrics P.A. 1-Story 8,551 OfficeK. Gage Center Cobble Stone 2-Story 27,500 Office/RetailL. US Post Office 1-Story 9,216 Government

Total Square Feet: 173,5718±

PUD NOTES1. All drives, streets, parking areas, approaches and walks to be to City of Topeka Standards.

2. All sanitary sewer and water main installations, extensions, or relocations as required bythe City of Topeka Engineering Department will be paid for by the Lot Owner.

3. All storm water runoff to be directed to the storm systems as approved by the CityEngineer at the time of site development.

4. No building within development shall exceed 60' in height.

5. Handicapped parking spaces shall meet minimum ADA criteria with a minimum of fourhandicapped spaces per 100 parking spaces.

6. Building uses in this Planned Unit Development shall be limited to the uses indicatedabove as taken from Comprehensive Zoning Regulations of he City of Topeka andunincorporated Shawnee County, Kansas.

7. Written dimensions shall override scaled dimensions.

8. New monument signs must be constructed outside 40' site triangles.

9. Drive thru lanes must be a minimum of 12'-6" wide.

10. No temporary or tent structure will be erected on the premises without first notifying andreceiving approval from the fire dept. and all other applicable agencies w/jurisdiction.

11. 28' inside turning radius required for fire dept. access to fire hydrants.

12. Existing fire hydrant to be rotated 180 degrees to accommodate hookup requirementsfrom Gage Blvd.

13. Use and development of the site will be in accordance with the recorded Master PUD Planof Gage Shopping Center.

Plans prepared by:

Revision Date: 07/19/2018

(Major Amendment)

CERTIFICATION OF MASTER PUD PLAN APPROVALThis Planned Unit Development (PUD) Master Plan has been reviewed and approvedin accordance with the provisions of Chapter 18.190 of the Comprehensive ZoningRegulations of the City of Topeka, Shawnee County, Kansas and may be amendedonly as prescribed in TMC 18.190.070 of said Chapter and as set forth on thisdocument or as may subsequently be approved and recorded.

Bill Fiander, Planning Director Date

OWNER'S CERTIFICATIONBLEM Development Co. Inc., Owner, agrees to comply with the conditions andrestrictions as set forth on the Master PUD plan.

In testimony whereof: The owners of the above described property, BLEMDevelopment Co. Inc., has signed these presents this day of ,2018.

Jim Lloyd, Owner's RepresentativeBLEM Development Co., Inc.

State of Kansas) ssCounty of Shawnee) ss

Be it remembered that on this day of 2018, before me, anotary public in and for said county and state, came Jim Lloyd, Owner'sRepresentative, BLEM Development Co. Inc., who is personally known to be thesame person who executed the within instrument of writing, and such person dulyacknowledged the execution of the same.

In witness whereof, I hereby set my hand and affix my seal on the day and year lastwritten above.

Notary publicMy commission expires:

OWNER'S CERTIFICATIONFamily Video Movie Club Inc., Owner, agrees to comply with the conditions andrestrictions as set forth on the Master PUD plan.

In testimony whereof: The owners of the above described property, Family VideoMovie Club Inc., has signed these presents this day of , 2018.

Jason Yuhasz, Owner's RepresentativeFamily Video Movie Club Inc.

State of Kansas) ssCounty of Shawnee) ss

Be it remembered that on this day of 2018, before me, anotary public in and for said county and state, came Jason Yuhasz, Owner'sRepresentative, Family Video Movie Club Inc., who is personally known to be thesame person who executed the within instrument of writing, and such person dulyacknowledged the execution of the same.

In witness whereof, I hereby set my hand and affix my seal on the day and year lastwritten above.

Notary publicMy commission expires:


Appendix II - Synchro Results

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HCM Unsignalized Intersection Capacity Analysis

4: Driveway 1 & SW Gage Blvd 9/17/2018

BP Gas Station AM 9/16/2018 Baseline Synchro 8 Report

Page 1

Movement EBL EBR NBL NBT SBT SBR

Lane Configurations

Volume (veh/h) 55 36 38 1061 1029 58

Sign Control Stop Free Free

Grade 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92

Hourly flow rate (vph) 60 39 41 1153 1118 63

Pedestrians

Lane Width (ft)

Walking Speed (ft/s)

Percent Blockage

Right turn flare (veh)

Median type TWLTL TWLTL

Median storage veh) 2 2

Upstream signal (ft)

pX, platoon unblocked

vC, conflicting volume 1809 591 1182

vC1, stage 1 conf vol 1150


vCu, unblocked vol 1809 591 1182

tC, single (s) 6.8 6.9 4.1

tC, 2 stage (s) 5.8

tF (s) 3.5 3.3 2.2

p0 queue free % 74 91 93

cM capacity (veh/h) 228 450 587

Direction, Lane # EB 1 NB 1 NB 2 NB 3 SB 1 SB 2

Volume Total 99 41 577 577 746 436

Volume Left 60 41 0 0 0 0

Volume Right 39 0 0 0 0 63

cSH 283 587 1700 1700 1700 1700

Volume to Capacity 0.35 0.07 0.34 0.34 0.44 0.26

Queue Length 95th (ft) 38 6 0 0 0 0

Control Delay (s) 24.4 11.6 0.0 0.0 0.0 0.0

Lane LOS C B

Approach Delay (s) 24.4 0.4 0.0

Approach LOS C

Intersection Summary

Average Delay 1.2

Intersection Capacity Utilization 43.5% ICU Level of Service A

Analysis Period (min) 15


6: Driveway 2 9/17/2018

BP Gas Station AM 9/16/2018 Baseline Synchro 8 Report

Page 2


Lane Configurations

Volume (veh/h) 37 56 58 1029 1061 38


Grade 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92


Pedestrians

Lane Width (ft)


Percent Blockage










tC, single (s) 6.8 6.9 4.1

tC, 2 stage (s) 5.8

tF (s) 3.5 3.3 2.2




Volume Total 101 63 559 559 769 426



cSH 315 580 1700 1700 1700 1700



Control Delay (s) 21.8 12.0 0.0 0.0 0.0 0.0

Lane LOS C B


Approach LOS C


Average Delay 1.2




4: Driveway 1 & SW Gage Blvd 9/17/2018

BP Gas Station PM 9/16/2018 Baseline Synchro 8 Report

Page 1


Lane Configurations

Volume (veh/h) 57 38 38 1068 1031 57


Grade 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92


Pedestrians

Lane Width (ft)


Percent Blockage










tC, single (s) 6.8 6.9 4.1

tC, 2 stage (s) 5.8

tF (s) 3.5 3.3 2.2




Volume Total 103 41 580 580 747 436



cSH 283 586 1700 1700 1700 1700



Control Delay (s) 24.8 11.6 0.0 0.0 0.0 0.0

Lane LOS C B


Approach LOS C


Average Delay 1.2




6: Driveway 2 9/17/2018

BP Gas Station PM 9/16/2018 Baseline Synchro 8 Report

Page 2


Lane Configurations

Volume (veh/h) 38 56 56 1030 1069 37


Grade 0% 0% 0%

Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92


Pedestrians

Lane Width (ft)


Percent Blockage










tC, single (s) 6.8 6.9 4.1

tC, 2 stage (s) 5.8

tF (s) 3.5 3.3 2.2




Volume Total 102 61 560 560 775 428



cSH 311 576 1700 1700 1700 1700



Control Delay (s) 22.1 12.0 0.0 0.0 0.0 0.0

Lane LOS C B


Approach LOS C


Average Delay 1.2




Appendix III - 11”x17” Traffic Crash Data

29

Year Accident Key Date Co City Road Prefix On Road Road

Type Dist UOM Dir Road Prefix At Road Road

Type Accident Class CWOV Fixed Object Accident Location # of Vehs

Total Accs

Fatal Accs

Injury Accs

PDO Accs

# of Deaths

# of Injuries Time Weather Light Conditions

2017 20170109472 30-Apr-17 089 TOPEKA SW HUNTOON ST SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Intersection 3 1 0 0 1 0 0 1756 Rain, mist, or drizzle Daylight2017 20170110435 10-May-17 089 TOPEKA SW HUNTOON ST SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1645 No adverse conditions Daylight2017 20170105086 10-Mar-17 089 TOPEKA SW HUNTOON ST SW WOODHULL ST Other Motor Vehicle Rear End Intersection 2 1 0 0 1 0 0 1540 No adverse conditions Daylight2017 20170117108 07-Aug-17 089 TOPEKA SW HUNTOON ST SW WOODHULL ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1706 No adverse conditions Daylight2017 20170132383 14-Dec-17 089 TOPEKA SW HUNTOON RD 0 F E SW WOODHULL ST Other Motor Vehicle Angle - Side Impact Non-Intersection 2 1 0 0 1 0 0 2024 No adverse conditions Dark: Street Lights On2017 20170108739 20-Apr-17 089 TOPEKA SW HUNTOON ST 0 F W SW GAGE BLVD Other Motor Vehicle Rear End Intersection-related 2 1 0 0 1 0 0 1842 No adverse conditions Daylight2017 20170117022 31-Jul-17 089 TOPEKA SW HUNTOON ST 0 F W SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Parking lot or driveway access 2 1 0 0 1 0 0 1615 No adverse conditions Daylight2017 20170104616 01-Mar-17 089 TOPEKA SW HUNTOON ST 0 F W SW SEABROOK AVE Other Motor Vehicle Sideswipe: Same Direction Intersection-related 2 1 0 0 1 0 0 1303 No adverse conditions Daylight2017 20170102825 08-Feb-17 089 TOPEKA SW HUNTOON ST 10 F E SW WOODHULL AVE Other Motor Vehicle Angle - Side Impact Parking lot or driveway access 2 1 0 1 0 0 4 1712 No adverse conditions Daylight2017 20170130338 04-Dec-17 089 TOPEKA SW HUNTOON RD 15 F W SW WODDHULL ST Other Motor Vehicle Rear End Non-Intersection 2 1 0 0 1 0 0 1241 No adverse conditions Daylight2017 20170116913 28-Jul-17 089 TOPEKA SW HUNTOON ST 37 F W SW SEABROOK AVE Other Motor Vehicle Angle - Side Impact Non-Intersection 2 1 0 0 1 0 0 1916 No adverse conditions Daylight2017 20170116122 14-Jul-17 089 TOPEKA SW HUNTOON ST 70 F W SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Parking lot or driveway access 3 1 0 0 1 0 0 1732 No adverse conditions Daylight2017 20170105705 16-Mar-17 089 TOPEKA SW HUNTOON ST 75 F W SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Intersection-related 2 1 0 0 1 0 0 2100 No adverse conditions Dark: Street Lights On2017 20170103524 22-Feb-17 089 TOPEKA SW HUNTOON ST 78 F W SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Parking lot or driveway access 2 1 0 0 1 0 0 1608 No adverse conditions Daylight2017 20170121379 14-Sep-17 089 TOPEKA SW HUNTOON RD 80 F E SW WOODHULL ST Other Motor Vehicle Sideswipe: Same Direction Non-Intersection 2 1 0 0 1 0 0 0855 No adverse conditions Daylight2017 20170114845 16-Jun-17 089 TOPEKA SW HUNTOON ST 175 F E SW SEABROOK AVE Other Motor Vehicle Angle - Side Impact Parking lot or driveway access 2 1 0 0 1 0 0 1120 No adverse conditions Daylight2017 20170106034 21-Mar-17 089 TOPEKA SW HUNTOON ST 175 F W SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Parking lot or driveway access 2 1 0 1 0 0 1 1200 No adverse conditions Daylight2017 20170120803 15-Sep-17 089 TOPEKA SW HUNTOON RD 200 F W SW GAGE BLVD Other Motor Vehicle Rear End Non-Intersection 2 1 0 0 1 0 0 1800 No adverse conditions Daylight2017 20170107698 11-Apr-17 089 TOPEKA SW HUNTOON AVE 200 F W SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Parking lot or driveway access 2 1 0 0 1 0 0 1052 No adverse conditions Daylight2017 20170115298 05-Jul-17 089 TOPEKA SW WOODHULL ST 33 F N SW 15TH ST Parked Motor Vehicle Non-Intersection 1 1 0 0 1 0 0 1506 No adverse conditions Daylight2017 20170113406 13-May-17 089 TOPEKA SW WOODHULL ST 50 F N SW 15TH ST Parked Motor Vehicle Non-Intersection 1 1 0 0 1 0 0 1155 No adverse conditions Daylight2017 20170120687 14-Sep-17 089 TOPEKA SW WOODHULL RD 70 F N SW 15TH ST Parked Motor Vehicle Non-Intersection 1 1 0 0 1 0 0 1021 No adverse conditions Daylight2017 20170114348 11-Jun-17 089 TOPEKA SW GAGE BLVD SW 15TH ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1515 No adverse conditions Daylight2017 20170103159 27-Jan-17 089 TOPEKA SW GAGE BLVD SW HUNTOON ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1852 No adverse conditions Dark: Street Lights On2017 20170115324 07-Jul-17 089 TOPEKA SW GAGE BLVD SW HUNTOON ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1750 No adverse conditions Daylight2017 20170109020 28-Apr-17 089 TOPEKA SW GAGE BLVD SW HUNTOON ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 1 0 0 1 0843 Rain, mist, or drizzle Daylight2017 20170106703 27-Mar-17 089 TOPEKA SW GAGE BLVD SW HUNTOON ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1300 No adverse conditions Daylight2017 20170102827 08-Feb-17 089 TOPEKA SW GAGE BLVD SW HUNTOON ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 1 0 0 2 1849 No adverse conditions Dark: Street Lights On2017 20170102035 29-Jan-17 089 TOPEKA SW GAGE AVE SW HUNTOON AVE Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1859 No adverse conditions Dark: Street Lights On2017 20170108093 16-Apr-17 089 TOPEKA SW GAGE BLVD SW HUNTOON ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1302 No adverse conditions Daylight2017 20170104328 03-Mar-17 089 TOPEKA SW GAGE BLVD 0 F N SW HUNTOON ST Fixed Object Divider, Median Barrier Median 1 1 0 0 1 0 0 0045 No adverse conditions Daylight2017 20170114366 14-Jun-17 089 TOPEKA SW GAGE AVE 10 F N SW AVALON LN Other Motor Vehicle Rear End Intersection-related 2 1 0 0 1 0 0 0845 No adverse conditions Daylight2017 20170115150 23-May-17 089 TOPEKA GAGE BLVD 16.7 F N HUNTOON ST Other Motor Vehicle Backed Into Intersection-related 2 1 0 0 1 0 0 1225 No adverse conditions Daylight2017 20170132416 16-Dec-17 089 TOPEKA SW GAGE RD 17 F N SW 15TH ST Other Motor Vehicle Rear End Intersection-related 2 1 0 1 0 0 2 2156 No adverse conditions Dark: Street Lights On2017 20170106026 20-Mar-17 089 TOPEKA SW GAGE BLVD 100 F S SW HUNTOON ST Other Motor Vehicle Rear End Parking lot or driveway access 2 1 0 1 0 0 1 1431 No adverse conditions Daylight2017 20170117521 11-Aug-17 089 TOPEKA SW GAGE RD 250 F N SW HUNTOON ST Other Motor Vehicle Angle - Side Impact Parking lot or driveway access 2 1 0 0 1 0 0 2000 No adverse conditions Daylight2017 20170101204 19-Jan-17 089 TOPEKA SW 15TH ST SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1529 Rain, mist, or drizzle Daylight2018 20180120004 16-Aug-18 089 TOPEKA SW HUNTOON RD SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1429 No adverse conditions Daylight2018 20180119254 16-Jul-18 089 TOPEKA SW HUNTOON RD 10 F E SW WOODULL ST Other Motor Vehicle Sideswipe: Same Direction Non-Intersection 2 1 0 0 1 0 0 1600 No adverse conditions Daylight2018 20180105586 07-Mar-18 089 TOPEKA SW HUNTOON RD 27 F E SW WOODHULL ST Other Motor Vehicle Rear End Intersection-related 3 1 0 0 1 0 0 1607 No adverse conditions Daylight2018 20180121134 05-Sep-18 089 TOPEKA SW HUNTOON RD 45 F W SW GAGE BLVD Other Motor Vehicle Rear End Intersection-related 2 1 0 0 1 0 0 1238 Rain, mist, or drizzle Daylight2018 20180114330 17-Jun-18 089 TOPEKA SW HUNTOON RD 130 F E SW WOODHULL AVE Other Motor Vehicle Angle - Side Impact Non-Intersection 2 1 0 0 1 0 0 1213 No adverse conditions Daylight2018 20180121534 09-Sep-18 089 TOPEKA SW HUNTOON RD 200 F W SW GAGE BLVD Other Motor Vehicle Sideswipe: Opposite Direction Intersection-related 2 1 0 0 1 0 0 2330 Unknown Dark: Street Lights On2018 20180119758 11-Aug-18 089 TOPEKA SW HUNTOON RD 330 F W SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Parking lot or driveway access 2 1 0 0 1 0 0 1050 No adverse conditions Daylight2018 20180103039 24-Jan-18 089 TOPEKA SW WOODHULL RD 25 F N SW 15TH ST Other Motor Vehicle Backed Into Non-Intersection 2 1 0 0 1 0 0 1156 No adverse conditions Daylight2018 20180100416 09-Jan-18 089 TOPEKA SW GAGE RD SW 15TH ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 1 0 0 2 1236 No adverse conditions Daylight2018 20180102577 15-Jan-18 089 TOPEKA SW GAGE RD SW HUNTOON ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1240 No adverse conditions Daylight2018 20180114329 16-Jun-18 089 TOPEKA SW GAGE RD SW HUNTOON ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 1 0 0 5 2151 No adverse conditions Dark: Street Lights On2018 20180116830 10-Jul-18 089 TOPEKA SW GAGE RD SW HUNTOON ST Other Motor Vehicle Head On Intersection 2 1 0 1 0 0 2 2344 No adverse conditions Dark: Street Lights On2018 20180117396 16-Jul-18 089 TOPEKA SW GAGE RD SW HUNTOON ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1702 No adverse conditions Daylight2018 20180117915 30-May-18 089 TOPEKA SW GAGE RD SW HUNTOON ST Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 2145 No adverse conditions Dark: Street Lights On2018 20180104368 23-Feb-18 089 TOPEKA SW GAGE RD 90 F S SW YORKWAY ST Other Motor Vehicle Rear End Non-Intersection 3 1 0 1 0 0 3 1057 No adverse conditions Daylight2018 20180103352 03-Feb-18 089 TOPEKA SW 15TH RD SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1252 No adverse conditions Daylight2018 20180104333 20-Feb-18 089 TOPEKA SW 15TH RD SW GAGE BLVD Other Motor Vehicle Angle - Side Impact Intersection 2 1 0 0 1 0 0 1640 No adverse conditions Daylight

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