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ZA23-0072-ZDP-The Overlook and WillowTree GardensPUBLIC HEARING NOTICE ZA23-0072 •ZA23-0072, Zoning Change and Development Plan for The Overlook and WillowTree Gardens, for property described as Tract 3C, and portions of Tracts 3D03, and 3D03A, W.W. Hall Survey Abstract 695, City of Southlake, Tarrant County, Texas and located at 240 N. Carroll Avenue and portions of 918-1050 E. Southlake Blvd., Southlake, Texas. •Current Zoning: “AG” Agricultural District •Proposed Zoning: “TZD” Transitional Zoning District •The purpose of this request is to consider a development encompassing a single-family residential component and an office building of approximately 26,000 square feet. Dear Property Owner, Your property has been identified as being within 300 feet of the above referenced application. If you wish to register your opposition or support to this case, you may complete the attached Notification Response Form and either mail to the Planning & Development Services Department (address listed at the top of notice), email a copy to the project case planner (e-mail listed at the bottom of the notice) or fax a copy to the department (fax number listed at the top of the notice). You are encouraged to follow the requested action through final approval because changes are often made during the review process. Please contact the Planning Department at (817)748-8621 if you have any questions. Thank you. CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817)748-8621 www.cityofsouthlake.com Planning and Zoning Commission Thursday, January 18, 2024 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZA23-0072 Zoning Change and Development Plan for WillowTree Gardens and The Overlook Meeting Date: January 18, 2024, at 6:30 PM Fill out: Owner: _____________________________ Address: ____________________________ City, State, Zip Code: __________________ PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed Site Plan referenced above. Space for comments regarding your position: ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Signature: _______________________________________ Date: ______ Additional Signature: _______________________________ Date: ______ Printed Name(s): _____________________________________________ Must be property owner(s). Otherwise contact the Planning Department. One form per property. Phone Number (optional): ______________________________________ Direct questions and mail responses to: City of Southlake Planning & Development Services Notification Response 1400 Main St; Ste 310 Southlake, TX 76092 Phone: (817) 748-8621 SOUTHLAKE BLVD CARROLL AVE TOWERBLVDCARROLL AVEFONDRENCTBINKLEYCTGATESHEAD CT MAIN ST PROSPECT ST CROSS LN SOUTHVIEW TRLOWNBY LN CARROLL AVE8 679101114 1517 18 1920 24 26 30 1 5 2 3 13 16 21 22 23 25 31 29 4 12 27 28 1000 SPO Map ZA23-0072 ® 0 300 600150Feet 240 N Carroll Ave Legend City Parcels Right Of Way City Limit Case Parcel(s) 200 Foot Buffer 300 Foot Buffer Parcels Within Buffer Table of Contents A. Introduction B. Statement of Intent and Purpose C. The Site: - Site “Land Use Designation” and “Zoning.” - Surrounding Uses D. The Concept: - Development Concept: - District Components - Circulation E. Master Plan: - Tree Conservation Plan - Development Plan - Neighborhood Landscape Plan - Neighborhood Edge Landscape Plan F. Concept Sketches G. Land Uses: - Development Standards - Neighborhood Edge (Office) - Office Elevations - Neighborhood - Residence Elevations H. Other Considerations: - TZD Modifications - Project Schedule - Variance Requests - Open Space Management Plan The Overlook / WillowTree Gardens A. Introduction The subject of this zoning request is a 9.6 acre tract of land, situated along the west side of Carroll Avenue, approximately 600 feet north of Southlake Blvd., in the City of Southlake, Texas. It is across the street from Southlake Town Square. The property is made up of several existing parcels, some of which are vacant, while others are occupied by older homes which would be removed as a part of this development. The adjacent land uses are varied, including Medical Office/ Banking uses to the South (along Southlake Blvd.), Medium- Density Residential to the North and west (Foxborough and Southview additions), Carroll Avenue. to the East, and one Residential tract to the South. The property is currently zoned either SF-1A or Agriculture (AG). The Future Land Use Plan designates this area for “Medium-Density Residential, and we are requesting a change, just for the Office site to “Office/Commercial.” We are proposing to develop the entire property under the Transition Zoning Ordinance. The property presents unique challenges and opportunities for development. The site is very linear, with a small amount of frontage along a busy thoroughfare, Carroll Avenue. We propose to buffer the activity and noise of Carroll Avenue from the Residential portion with the Neighborhood Edge (Office Building) portion. We have commissioned a Traffic Study to address access, effects of this development, and proposed changes to the median in Carroll Avenue to enhance accessibility. To the rear of the property, there is over 1,500’ of a common property line with the existing residential neighborhoods. Clearly, the most important “transition” to be accomplished by this development would be that between the existing homes and the Carroll Avenue and Southlake Blvd. corridors, and the associated development along both. Therefore, early on in the planning process a series of exploratory meetings and presentations were held between the planning and development team and the immediately adjacent neighbors, along with the leadership of their HOA’s, to gather their input and guidance. Development scenarios were presented for discussion. Based on the input received, subsequent plans were prepared until we had a concept that made an effective transition of land uses, reflecting the wishes of the neighbors and made sense as a development. The plan we are presenting with this submittal is a direct result of that process and we believe we have the support of the majority of our residential neighbors. The scale and orientation of the development has been designed to provide for and encourage a safe and inviting walking environment, desirable architecture and a high quality environment, compatible with the rest of the city. B. Statement of Intent and Purpose: The purpose and intent of this zoning application is to allow for the creation of a multi-use community that meets the following objectives: 1. Results in a high quality, well-designed and attractive neighborhood, meeting the needs of a diverse and vibrant city, in a manner complimentary to the high-quality existing neighborhoods and commercial developments of Southlake. 2. Allows for a mixture of complimentary land uses and density, including housing and professional offices in such a way so as to provide an effective transition from the high traffic and commercial land uses along the major corridors, to the residential land uses bordering the site. 3. Provide for open space areas, specifically located to provide a pleasant pedestrian and visual linkage through the community. 4. Reinforce streets as public places that encourage pedestrian and bicycle travel. 5. Encourage efficient use of the land by facilitating compact development. E. Master Plan The following exhibits show, in detail, how the conceptual themes identified above have been developed and applied specifically to the property. The Tree Conservation plan show how the Master Plan fits on the existing site features, and which trees are to be preserved. The Development Plan graphic brings it all together into a summary site plan rendering, showing all the features of the project. The Neighborhood Landscape Plan shows the overall landscaped areas and specifically the trees requested by each of our neighbors which we have agreed to install when the homes are built adjacent to their lots. F. Concept Sketches The following sketches are intended to show how the project would look at various locations within the development. G. Land Uses -Development Standards Proposed Development Standards Standard Office Building Neighborhood 1.0 Permitted Land Uses Use Categories “O-1” Office District Uses. Single-family residential detached dwelling unit, model homes for sales and promotion. Parks, playgrounds and open space. 2.0 Street Design Standards R.O.W. Width Varies, as per Development Plan. Varies, as per Development Plan. Design Speed < 25 mph. < 25 mph. Street Typology Allowed Local Street: 2 lane undivided Residential Street: 2 lane divided. Travel lane widths 12’, 25’ b/b total street width 12’, 25’ b/b total street width On street parking Parallel, in 8’ inset parking spaces. None. Turning radii 20’ minimum 20’ minimum 3.0 Streetscape Standards Sidewalks/ Trails/ Walkways 5’ minimum 5’ minimum Street trees required Average spacing of 40’, Maximum spacing of 50’ Average spacing of 40’, Maximum spacing of 50’ Continuous planter width 6’ minimum. 6’ minimum. 4.0 Open Space Standards Open space Minimum of 25% Minimum of 15% 5.0 Block and Lot Standards Block Type Single Site, fronting on Carroll. Irregular, based on topography, vegetation and site constraints. Block Dimensions n/a Less than 900 feet. Lot area Minimum of 20,000 s.f. Minimum of 5,400 sf Lot width and depth Min. of 100’ wide x 80’ deep Minimum of 46’ wide x 125’ deep, with alley access. Maximum lot coverage 35% 70% Maximum impervious cover 80% Minimum Block Length n/a 500’ 6.0 Building Standards Maximum Building Height 2 stories/ 35’ 2 stories Maximum Building Area 26,000 sf. Setbacks: Front Front Garage Side Rear 15’ n/a 25’ 25’ 10’ n/a 6’/0’ 20’ Accessory buildings As per rqmts of Zoning Ord., Sec. 34, Max. of 1,000 s.f. SUP required per Section 45, Ord. 480. As per rqmts of Zoning Ord., Sec. 34, Max. of 1,000 s.f. Principal Building Orientation Toward Carroll Avenue. Toward front of lot on internal street. 7.0 Site Design Standards Standard Neighborhood Edge Neighborhood Off street parking requirements 3 spaces per 1,000 s.f. of floor area. 2 spaces in garage plus 2 in driveway. Screening ▪ Trash/recycling receptacles ▪ Other utility equipment ▪ Loading spaces ▪ Surface parking areas -3 side Masonry wall w/ opaque Entry door, minimum 8’ high. -Screened from surrounding area. with wall and/or landscaping. -n/a -Screened from Davis Blvd. with landscaping. -n/a Landscaping or fence. -n/a -n/a Landscaping ▪ Landscape buffer between parking, sidewalks and streets ▪ Parking lot minimum interior landscaping ▪ Rear setback at exist. Res. 6’ from Internal Road, 25’ from Carroll Ave. curb, 3’ from Sidewalk. All open spaces fully landscaped. n/a Fully landscaped As per landscape plan, as shown along property lines. Lighting ▪ Building entrances ▪ Parking areas, trails, and streets Yes Street lights along one side of every internal street, minimum spacing of 450’. Yes Street lights along one side of every internal street, minimum spacing of 450’. 8.0 Sign Standards All Signs in accordance with requirements of the Sign Ord.; Entry Feature signs allowed at all Project Entries from Davis Blvd.: Maximum of One (1) ground mounted monument sign shall be allowed per site/ building. No permanent signs allowed on Residential lots; Wayfinding and identification signs allowed in Common areas. G. Land Uses (cont.) Neighborhood Edge (Office): The Neighborhood Edge will be made up of a Class A Professional Office building. Parking will be provided at a ratio of one space for every 333 square feet of office space. Such parking will be provided through a dedicated off-street parking lot. The parking spaces shall be available, during off hours, for shared use by the residential neighborhood when special events, such as parties and family gatherings require it. Bicycle parking spaces shall be provided. Exhibits that follow show a detailed plan of the proposed office site and building elevation. Neighborhood: The Neighborhood contains single-family type residential units, and open space areas. -The 28 lots will feature a single-family detached product, ranging in size from approximately 2,500 s.f. to 4,200 s.f., or more. Each unit will have at least an enclosed two-car garage and two off-street, driveway parking spaces. All garages will be recessed from the rear alley. Typical plans and elevations for the Residences follow. H. Other Considerations TZD Modification: 1) Carroll Avenue Sidewalk Width: Modification of the TZD requirement for a 6’ sidewalk along Carroll Avenue to 5’, which is consistent with the normal requirements of the Subdivision Ordinance. Proposed Project Schedule: This project infrastructure is proposed to be developed in a single phase, with detailed design beginning immediately after zoning approval; submittal for final approvals and construction is planned to proceed as soon as is possible after that. All open spaces areas within the Neighborhood will be improved in Phase I. Two or more model homes will be built initially, followed by for-sale or build-to-suit homes as sales progress. The office building will be built as the market allows. Variance Requests: The following variances are requested: 1) Driveway Stacking minimum distance of 50’: the southern driveway into the Office parking has a stacking distance of 40’. Open Space Management Plan: All Common Open Space shall be owned and maintained by the Overlook / WillowTree Gardens Property Owners Association (POA). Open Space Easement areas shall also be maintained by the POA. All other areas shall be the responsibility of the individual property owners, including the front yards and required streetscape elements of the residential lots. All property owners shall be required to be a member of the POA. Dues assessments, required for the maintenance of the common areas and other POA activities, shall be mandatory. The POA shall be responsible for the maintenance and operation of the protected open space within the development. The expenses required to maintain the common areas at a quality level shall be estimated annually by the POA Board, and dues shall be determined and assessed on each property owner in an equitable fashion at such a rate as necessary to maintain such a level of quality. Authority to enforce these requirements, and to place a lien on the property if such dues are not paid, shall be in the form of written Deed Restrictions and Covenants, agreed to by all property owners at purchase, and shall run with the land. Provisions shall be made, in the POA bylaws and Deed Restrictions, that in the unlikely event the POA fails to maintain all or a portion of the protected open space in reasonable order and condition, the City of Southlake may, but is not required to, assume responsibility for its maintenance and take corrective action, including the provision of extended maintenance. The costs of such maintenance may be charged to the POA or individual property owners that make up the POA, and may include administrative costs and penalties which shall become a lien on all property in the development. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. MEMORANDUM To:Jody Alumbaugh, PE President – Willowtree Custom Homes From: Douglas M Arnold, P.E. Kimley-Horn and Associates, Inc. Date: December 11, 2023 Re:Traffic Study Proposed Residential and Office Development Southlake, Texas PURPOSE This memorandum serves as a traffic study for a proposed single-family and office development located on the west side of North Carroll Avenue, north of Southlake Boulevard, in the City of Southlake, Texas. The development is anticipated to include 28 detached single-family dwelling units and 26,000 square feet of general office space.Exhibit 1 (attached) provides the general site location of the proposed development. The following traffic assessment will include the following: existing and proposed roadway characteristics, proposed development characteristics, need for auxiliary lanes, access spacing, sight distance, and driveway intersection delay and level of service (LOS). EXISTING TRANSPORTATION SYSTEM North Carroll Avenue is a four-lane divided Arterial roadway with a posted speed of 30 mph. North Carrol Avenue provides access for development traffic to Southlake Boulevard (FM 1709) to the south and SH 114 to the north. Adjacent to the development, there is a raised median along North Carroll Avenue. This section of North Carroll Avenue is built out to its ultimate cross section. Southlake Boulevard (FM 1709) is a six-lane divided Arterial with a posted speed of 45 mph. Southlake Boulevard provides access to Kimball Avenue and SH 114 to the east, and other City thoroughfares to the west. Based on recent (2019) TxDOT traffic count data, the daily volumes along North Carroll Avenue, north of Southlake Boulevard, is approximately 19,900 vehicles per day. The peak hour volumes along North Carroll Avenue in 2019 were 1,530 vehicles during the AM peak hour (841 NB, 689 SB) and 1,830 vehicles during the PM peak hour (795 NB, 1,035 SB). PROPOSED DEVELOPMENT INFORMATION The proposed development sits on a undeveloped plot and as such generates no traffic. The development’s concept plan (attached) includes 28 single-family detached housing dwellings and a +/- 26,000 square-foot general office building. 12/11/2023 Page 2 Site Access As previously mentioned, the subject property is located on the west side of North Carroll Avenue. To the north of the development, there is a developed residential neighborhood, and to the south is an undeveloped parcel and an existing medical office building, both under separate ownership. West of the subject property is a residential neighborhood; based on feedback from the neighborhood and City staff, no connections are proposed from this development to that neighborhood via Cross Lane (other than a gated emergency access point). Furthermore, there are no existing easements along the southern property line for any potential cross access connections. With that said, all access to the site must be provided via North Carroll Avenue. Based on the development concept plan, there are two driveways proposed to serve the development. The southern driveway, located approximately 600 feet north of Southlake Boulevard, will primarily serve the general office development. The northern driveway, located approximately 180 feet north of the southern driveway and approximately 350 feet south of Ownby Lane, will primarily serve the residential homes. Since there is a raised median along North Carroll Avenue spanning the entire frontage of the subject property, and access to Cross Lane is for emergency access only, the development is proposed to install a northbound left-turn lane to serve the northern site driveway. An analysis of this proposed improvement will be provided later in the memo. The developer is looking to get conceptual approval of the left-turn lane as part of this traffic study, with engineering plans to come shortly after as the project moves forward. Trip Generation Based on trip generation rates from the 11th edition of the ITE Trip Generation Manual for Single Family Detached Homes (ITE Land Use Code 210) and General Office (ITE Land Use Code 710),the site is anticipated to generate 60 AM peak hour driveway trips and 63 PM peak hour driveway trips. A breakdown of the trip generation is provided in Table 1. No internal capture was assumed between the residential and general office land uses. Table 1: Trip Generation Analysis Trip Distribution and Assignment It is anticipated that the site traffic will be distributed to North Carrol Avenue and Southlake Boulevard accordingly: 30% to/from the west on Southlake Boulevard, 25% to/from the east on Southlake Boulevard, 30% to/from the north on North Carrol Avenue, and 15% to/from the south on North Carroll Avenue.Exhibit 2 (attached) provides the anticipated trip distribution at the two (2) project driveways and one (1) study intersection.Exhibit 3 provides the anticipated trip assignment at the driveways. Based on the trip assignment values, the increase in traffic along North Carroll Avenue as a result of this proposed developments equates to less than a 2.0% increase between Southlake Boulevard and the site and less than 1% north of the site. In Out Total In Out Total Single-Family Detached Housing 210 28 Dwelling Units 264 5 15 20 16 10 26 General Office 710 26,000 SF 282 35 5 40 6 31 37 546 40 20 60 22 41 63TOTAL SITE TRAFFIC Daily AM Peak Hour PM Peak HourLand Use Description ITE Code Intensity / Units Page 3 DRIVEWAY CAPACITY ANALYSIS A capacity analysis was performed for the project driveways along North Carroll Avenue. Capacity analysis results are listed in terms vehicle delay and level of service (LOS). LOS is a qualitative term describing operating conditions (vehicle delay) a driver will experience while traveling on a specific street or highway during a specific time interval. It ranges from A (very little delay) to F (longer delays and congestion). TxDOT considers LOS D or better to be the target LOS for design and evaluation purposes. Average total delay ranges of each operational state for intersections, based on the Highway Capacity Manual (HCM) 6th Edition, are presented in Table 2. Table 2: Level of Service Definitions Level of Service Signalized Intersection Average Total Delay (sec/veh) Unsignalized Intersection Average Total Delay (sec/veh) A ≤10 <10 B >10 and ≤20 >10 and <15 C >20 and ≤35 >15 and <25 D >35 and ≤55 >25 and <35 E >55 and ≤80 >35 and <50 F >80 >50 The capacity analysis was performed using Synchro, which is an intersection analysis software based on the Highway Capacity Manual (HCM). The traffic volumes used for the analysis are the combination of the 2019 peak hour volumes provided by TxDOT, grown by 8% to account for growth in traffic between 2019 and 2023 at 2% annually, and the site traffic volumes from Exhibit 2. As previously discussed, a northbound left-turn lane is proposed at the northern site driveway. Table 3 summarizes the intersection operation results for the three scenarios during the weekday AM and PM peak hours. The delay and LOS were reported for the stop-controlled eastbound movement at both driveways as well as the northbound left-turn movement at the northern driveways. Based on the analysis, all movements are anticipated to operate at LOS B or better during both the AM and PM peak hours. The Synchro 11TM output sheets for analyses are included in Attachment D. Table 3: Level of Service Summary Due to the low number of right-turn volumes into the project driveways, right-turn deceleration lanes are not recommended. The analysis further supports this as the southbound through movement is anticipated to operate at LOS A at both project driveways during the AM and PM peak hours. Delay (sec/veh)LOS Delay (sec/veh)Total EBR 11.3 B 13.7 B NBL 9.7 A 11.5 B North Carroll Avenue & Southern Driveway EBR 11.2 B 13.8 B North Carroll Avenue & Northern Driveway Intersection Movement AM Peak Hour PM Peak Hour Page 4 CONCLUSION AND RECOMMENDATIONS A traffic study was performed for a residential and office development located on the west side of North Carroll Avenue, north of Southlake Boulevard, in the City of Southlake, Texas. The following conclusions can be made from the analysis: · The development is anticipated to include 28 single-family dwelling units and 26,000 square feet of general office space. The development represents less than a 2.0% increase in overall traffic volumes along North Carroll Avenue. · The development is anticipated to have two driveways accessing North Carroll Avenue; the northern driveway is anticipated to provide ingress and egress movements (left-turn egress prohibited) and the southern driveway is anticipated to provide ingress and egress movements (right-in and right-out only). · In order to provide ingress from the south, which is anticipated to comprise of 70% of the total entering site traffic, a northbound left-turn lane is proposed at the northern site driveway. The left-turn lane would be designed similar to the existing southbound left-turn lane at Main Street, which has a similar width median. The southbound queues at Southlake Boulevard are not anticipated to impact the proposed northbound left-turn lane operations. ·All traffic movements at the driveway connections are anticipated to operate at LOS B or better for during the AM and PM peak hours. The northbound left-turn movement from the proposed left-turn lane is anticipated to operate at LOS B with less than one vehicle queue during both the AM and PM peak hours. ·The City has recommended a residential only gate on the southwestern part of the property to connect with Tower Road. There are currently no existing easements in place to accommodate this connection. While recognizing that this additional residential connection could distribute site traffic further to Southlake Boulevard, the analysis shows that the proposed connections to North Carroll Avenue are sufficient to provide acceptable LOS, and no other site connections are needed. As stated above, the development represents less than a 2.0% increase in overall traffic volumes along North Carroll Avenue. Page 5 ATTACHMENTS Exhibit 1: Site Location Map 15%15% (50%) 70%(30%) 15% (50%) (50%) 70% (30%) (70%) (30%) 70% 25% (30%) (15%) (25%) 30% 15% LEGEND: X (Y) X = AM Peak Hour Turning Movements Y = PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. EXHIBIT 2 TRIP DISTRIBUTION N NOT TO SCALE WILLOWTREE E SOUTHLAKE BLVD SITE NCARROLLAVE30%25% 15% 30% MAIN STREET 6 6 (3)(3) 10 (21) 28 6 (15)(12) 6 10 (3)(21) 10 (21) 14 0 6 (29)(0)(12) 28 0 (15)(0) LEGEND: X (Y) X = AM Peak Hour Turning Movements Y = PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. EXHIBIT 3 TRIP ASSIGNMENT N NOT TO SCALE WILLOWTREE E SOUTHLAKE BLVD NCARROLLAVESITE AM: 18 veh PM: 19 veh AM: 15 veh PM: 16 veh AM: 9 veh PM: 9 veh AM: 18 veh PM: 18 veh MAIN STREET HCM 6th TWSC Build-Out AM Peak Hour 1: N Carroll Ave. & Northern Driveway Synchro 11 Report Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 28 908 757 6 Future Vol, veh/h 0 10 28 908 757 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 100 --- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 11 30 987 823 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 415 830 0 -0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 4.14 --- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 2.22 --- Pot Cap-1 Maneuver 0 586 798 --- Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, %--- Mov Cap-1 Maneuver - 586 798 --- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 11.3 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)798 - 586 -- HCM Lane V/C Ratio 0.038 - 0.019 -- HCM Control Delay (s)9.7 - 11.3 -- HCM Lane LOS A -B -- HCM 95th %tile Q(veh)0.1 - 0.1 -- HCM 6th TWSC Build-Out AM Peak Hour 2: N Carroll Ave. & Southern Driveway Synchro 11 Report Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 0 936 761 6 Future Vol, veh/h 0 10 0 936 761 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 ---- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 11 0 1017 827 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 417 -0 -0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 585 0 --- Stage 1 0 -0 --- Stage 2 0 -0 --- Platoon blocked, %--- Mov Cap-1 Maneuver - 585 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 11.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 585 -- HCM Lane V/C Ratio - 0.019 -- HCM Control Delay (s)- 11.3 -- HCM Lane LOS -B -- HCM 95th %tile Q(veh)- 0.1 -- HCM 6th TWSC Build-Out PM Peak Hour 1: N Carroll Ave. & Northern Driveway Synchro 11 Report Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 21 15 870 1121 3 Future Vol, veh/h 0 21 15 870 1121 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 100 --- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 23 16 946 1218 3 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 611 1221 0 -0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 4.14 --- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 2.22 --- Pot Cap-1 Maneuver 0 437 567 --- Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, %--- Mov Cap-1 Maneuver - 437 567 --- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 13.7 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)567 - 437 -- HCM Lane V/C Ratio 0.029 - 0.052 -- HCM Control Delay (s)11.5 - 13.7 -- HCM Lane LOS B -B -- HCM 95th %tile Q(veh)0.1 - 0.2 -- HCM 6th TWSC Build-Out PM Peak Hour 2: N Carroll Ave. & Southern Driveway Synchro 11 Report Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 21 0 885 1139 3 Future Vol, veh/h 0 21 0 885 1139 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 ---- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 23 0 962 1238 3 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 621 -0 -0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 430 0 --- Stage 1 0 -0 --- Stage 2 0 -0 --- Platoon blocked, %--- Mov Cap-1 Maneuver - 430 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 13.8 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h)- 430 -- HCM Lane V/C Ratio - 0.053 -- HCM Control Delay (s)- 13.8 -- HCM Lane LOS -B -- HCM 95th %tile Q(veh)- 0.2 -- � Y s `Ftlima of iiiii _ f. x u dill y _ - -� 77K ;^ 0. t ' . �J Al lllm it ro:Y ' Illlii s '" _ iii I IIIII rr , Imp, � � � � I � _ � ii� � ± fill • � ii � s, iii MR - � �pppl IIIIII ,� �� iif � . �� � a� � � , , . � I11 � � � � � YYI �. �1 1 -� ��' R R„�,.�� ` ram- `' ��k � � 4 _ .,�q � � �`� 1�` �, �� � .� . . � 9 �� ___ __,. �e _v- . __ _-_ _ a m,, r ::evil iiienr � TP lkc '� � r NIII�NNINIINdIIIIININIhP g � prfi NNIWNIIIININNIIII.IIIIIIiIIN IIIINIINNINNpINNN40 gINllll _. 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