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ZA25-0026-ZSP-Dakota's Southlake(1901 Kirkwood Blvd) PUBLIC HEARING NOTICE ZA25-0026 • Zoning Change and Concept/Site Plan on property described as Lot 1R1R2, Block 1, Sabre Group Campus Addition, and located at 1901 W. Kirkwood Blvd. • Current Zoning: “S-P-2” Generalized Site Plan District • Requested Zoning: “S-P-2” Generalized Site Plan District • The purpose of this request is to seek approval of a Zoning Change and Concept/Site Plan for Dakota’s Southlake to develop a new restaurant, event hall, and retail buildings. Dear Property Owner, Your property has been identified as being within 300 feet of the above referenced Zoning Change and Concept/Site Plan 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) or email (e-mail listed at the bottom 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 and Development Services Department if you have any questions: Please contact the Planning Department at (817)748-8621 or MBarclay@ci.southlake.tx.us 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, May 8, 2025 6:30 PM Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZA25-0026: Zoning Change & Concept/Site Plan for Dakota’s Southlake Meeting Date: May 8, 2025 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 Zoning Change and 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 S H 1 1 4 F R KIRKWOODBLVDKIRKWOODBLVDKIRKWOO D BLVD KIRKWOOD BLVDT W KING RDKIRKWOOD BLVD KIRKWOOD BLVD S H 1 1 4 F RW Y S C HW A B L N 2 1 1000 SPO Map ZA25-0026 ® 0 270 540135 Feet 1901 W Kirkwood Blvd Legend City Parcels Right Of Way City Limit Case Parcel(s) dissolvedParcel 200 Foot Buffer 300 Foot Buffer bufferCut Parcels Within Buffer rowClip V A N VANV A N VANSS APPLICABLE CODES - • CITY OF SOUTHLAKE ZONING ORDINANCE • INTERNATIONAL BUILDING CODE, 2021 EDITION (ORDINANCE 1246) • INTERNATIONAL MECHANICAL CODE, 2021 EDITION (ORDINANCE 1249) • INTERNATIONAL ENERGY CONSERVATION CODE, 2021 EDITION (ORDINANCE 1247) • INTERNATIONAL FUEL GAS CODE, 2021 EDITION (ORDINANCE 1251) • INTERNATIONAL FIRE CODE, 2021 EDITION (ORDINANCE 1248) • INTERNATIONAL PLUMBING CODE, 2021 EDITION (ORDINANCE 1250) • INTERNATIONAL PROPERTY MAINTENANCE CODE, 2021 EDITION (ORDINANCE 1255) SOURCE: https://www.cityofsouthlake.com/931/Building-Codes 1901 W. KIRKWOOD BLVD SOUTHLAKE, TX N APPLICANT TIMOTHY MCENENY 25 HIGHLAND PARK VILLAGE SUITE 100-500 DALLAS, TX 75205 214-663-4317 TMCENENY@NLGROUP-DALLAS.COM ARCHITECT DMAC ARCHITECTURE & INTERIORS 1229 EMERSON ST EVANSTON, IL 60201 CONTACT: DWAYNE MACEWEN (847) 905-0944 INFO@DMACARCH.COM FOR MORE INFORMATION ABOUT THIS PLAN CONTACT: CIVIL ENGINEER DUNAWAY ASSOCIATES, LLC 550 BAILEY AVE. SUITE 400 CONTACT: CHRISTOPHER BIGGERS (817) 335-1121 CBIGGERS@DUNAWAY.COM K I R K W O O D B O U L E V A R D 2 5 46 2,125 SF 6 4 1 3 STATE HI GHWAY 1145 7 7 8 8 8 9 10 11 11 11 11 6 CURRENT OWNER - TD AMERITRADE SERVICES COMPANY, INC. EXISTING ZONING -NRPUD NON RESIDENTIAL PLANNED UNIT DEVELOPMENT L.U.D. = MIXED USEVARIABLE WI DTH PUBLI C RI GHT-OF-WAY1 3 1 ' W I D T H P U B L I C R I G H T -O F -W A Y UTI LI TY EASEMENT10' - 0"12 12 13 13 14 CURRENT OWNER - VARISPACE SOUTHLAKE, LLC EXISTING ZONING -NRPUD NON RESIDENTIAL PLANNED UNIT DEVELOPMENT L.U.D. = MIXED USE 7 > 2 5 0 ' D I S T A N C E B E T W E E N C O M M E R C I A L D R I V E W A Y S O N A R T E R I A L R O A D S 3 8 3 ' - 8 " 15 15 2,140 SF 8,890 SF 970 SF 7,500 SF 16 16 7 7 7 7 2 4 1 ' - 0 " 170' - 1" 7 3 3 4 16 15 1,065 SF 2,130 SF 925 SF 1,620 SF 40 25 28 43 61' - 7"1 4 0 ' - 8 "62' - 0"2 2 3 ' - 3 " 17 175' - 0"15 8 ' - 0 "CURRENT OWNER - WILKS SOUTH LAKE DEVELOPMENT, LLC THIS LAND IS IN WESTLAKE, TX 7 1 ' - 0 "11 SYMBOL LEGEND BUILDING ENTRY / EXIT SHEET KEYNOTE FIRE LANEFIRE LANEF I R E L A N E F I R E L A N E 24' - 0"24' - 0"24' - 0"3 0' - 0 " 30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0" 3 0 ' - 0 "30' - 0"3 0' - 0" 18 18 19 19 20 20 20 20 20 21 21 22 22 22 22 22 20 20 POLE MOUNTED PARKING LIGHT -BASIS OF DESIGN -MCGRAW EDISON GLEON GALLEON BUILDING MOUNTED LIGHT -BASIS OF DESIGN -MCGRAW EDISON GLEON GALLEON BOLLARD LIGHT FIXTURE -BASIS OF DESIGN - BEGA BOLLARD SHIELDED 84 462 (K27) 6E A200 A200 A200 A200 3D 6D 3E A200 3C A200 6A A200 3A A200 6C 0'30'60'120' Title Sheet FILE NAME:6 5 4 D C B A 6 5 4 F E D C B A F E Approved Checked Drawn Scale Job Number Sheet Issue Date DMAC Architecture P.C. #Issue Date N STAMP 30" x 42" SHEET SIZEISSUE DRAWING LOG #Revision Date REVISION DRAWING LOG 3 3 2 2 1 1 LOT 1R1R2, BLOCK 1 SABRE GROUP CAMPUS ADDITION C.C.D. NO. D215221562 Autodesk Docs://24002 - Dakota's Southlake/24002-Dakotas-Southlake-ARCH.rvtAs indicated 4/21/2025 2:06:42 PMPROPOSED CONCEPT PLAN AND DATA CP-1 3/31/2025 24002 Author Checker Approver 1901 W. KIRKWOOD BOULEVARD SOUTHLAKE, TX 76092 DAKOTA'S SOUTLAKE CODE REFERENCES SHEET KEYNOTE - PLAN NOTES TAG NOTE 1 PROPOSED 250 SEAT RESTAURANT - 1 STORY BUILDING - 8890 SF 2 PROPOSED 200 SEAT EVENT SPACE - 1 STORY BUILDING - 7,500 SF 3 TRASH AREA WITH 8'-0" TALL MASONRY SCREEN WALLS ON ALL SIDES AND SOLID ACCESS GATE - NO TRASH OR RECYCLING RECEPTACLES SHALL BE LOCATED WITHIN 50' OF SINGLE FAMILY RESIDENTIAL PROPERTY 4 CAR DROP-OFF FOR VALET W/ PORTE COCHERE ABOVE 5 PROPOSED NEW CURB CUT LOCATION FOR NEW 2-WAY ENTRY DRIVE 6 24'-40' DRIVEWAY THROAT WIDTH REQUIRED FOR COMMERCIAL DRIVEWAYS ON ARTERIAL STREETS PER ORD. NO. 634 7 PARKING SPACES - MIN. 9'-0" W x 18'-0" L - INCLUDING REQUIRED ACCESSIBLE PARKING SPACES AS INDICATED - PARKING LOT SHOWN SHALL BE CONSTRUCTED OF NEW BITUMOUS ASPHALT 8 PROPERTY LINE 9 30' BUILDING LINE 10 50' BUILDING LINE 11 HATCHED AREAS ARE EXISTING UTILITY EASEMENTS TO REMAIN 12 AREA OF DIAGONAL DOWN HATCH IS 500 YEAR FLOOD ZONE 13 AREA OF DOT HATCH IS 100 YEAR FLOOD ZONE 14 OVERFLOW EASEMENT 15 SIDEWALKS TO BE PROVIDED IN ACCORDANCE WITH SUBDIVISION ORDINANCE NO. 483. WIDTHS AS SHOWN. REFER TO CIVIL FOR MORE INFORMATION. 16 PROPOSED FUTURE RETAIL BUILDINGS, TYP 17 FIRE RISER ROOM 18 APPROXIMATE LOCATION OF EXISTING FIRE HYDRANT. REFER TO C3.0 IN THE CIVIL DRAWINGS FOR MORE INFORMATION AND EXACT LOCATIONS. 19 APPROXIMATE LOCATION OF NEW FIRE HYDRANT. REFER TO C3.0 IN CIVIL DRAWINGS FOR MORE INFORMATION AND EXACT LOCATION. 20 (13) POLE MOUNTED PARKING LIGHTS - SEE LEGEND FOR BASIS OF DESIGN FIXTURE SPEC 21 BUILDING MOUNTED SITE LIGHTING - SEE LEGEND FOR BASIS OF DESIGN FIXTURE SPEC 22 PROPOSED BOLLARD LIGHTING - REFER TO LEGEND FOR BASIS OF DESIGN FIXTURE SPEC LOCATION MAP 1901 W. KIRKWOOD BLVD., SOUTHLAKE, TEXAS 76092 DAKOTA'S STEAKHOUSE - SOUTHLAKE ISSUED FOR ZONING CHANGE -4/21/2025 PROJECT DIRECTORY 1" = 30'-0" PROPOSED SITE PLAN CASE NUMBER ZA25-0022 REQUIRED SPACES TOTAL PROVIDED SPACES 219 PARKING SPACES 2 ISSUED FOR ZONING COMMENTS 11/21/24 3 ISSUED FOR ZONING UPDATES 3/31/25 4 ISSUED FOR ZONING CHANGE 4/21/25 8,890 7,500 10,975 27,365 164 55 182 PARKING SPACES* 8 161,603 62% 1901 W. SP-2 ZA25-0026 10,000 10,000 30,975 10,000 SF 10,000 SF 200 255 DAKOTA'S -- FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\COVERPLOTTED WITH: _96X96.pc3PLOTTED AT: 3:20:05 PMPLOTTED ON: Monday, April 21, 2025PLOTTED BY: Cesar BarronFILENAME: COVER.dwg THE CITY OF SOUTHLAKE, TEXASPlans for the Construction ofSITE IMPROVEMENTSTo ServeDAKOTA'S1901 W. KIRKWOOD BLVD.SOUTHLAKE, TX 76092APRIL 2025VICINITY MAPPROJECT SITEENGINEER:DUNAWAY ASSOCIATES, LLC550 BAILEY AVENUE STE. 400FORT WORTH, TEXAS 76107PHONE: (817) 335-1121CONTACT: CHRISTOPHER BIGGERS, P.E.EMAIL: cbiggers@dunaway.comSheet List TableSheet NumberSheet TitleC1.0COVER SHEETC2.0EROSION CONTROL PLANC3.0SITE PLANC4.0PAVING PLANC5.0GRADING PLANC6.0DRAINAGE PLANC7.0UTILITY PLANL1.0TREE CONSERVATION PLANL1.1TREE DATA LISTL1.2TREE CONSERVATION DETAILSL2.0OVERALL LANDSCAPE PLANL2.1LANDSCAPE PLAN - AREA 1L2.2LANDSCAPE PLAN - AREA 2L2.3LANDSCAPE PLAN - AREA 3L2.4PLANT SHEDULE & DATA CHARTSL2.5LANDSCAPE NOTES & DETAILS”“””“”“”“”“”“””“””“””“”“” “”OWNER:NL GROUP INC25 HIGHLAND PARK VILLAGESUITE 100-580DALLAS, TX 75205(214) 663-4317CONTACT: TIM McENENY, CEOEMAIL: tmceneny@nlgroup-dallas.comSURVEYOR:DUNAWAY ASSOCIATES, LLC550 BAILEY AVENUE STE. 400FORT WORTH, TEXAS 76107PHONE: (817) 335-1121LANDSCAPEARCHITECT:DUNAWAY ASSOCIATES, LLC550 BAILEY AVENUE STE. 400FORT WORTH, TEXAS 76107PHONE: (817) 335-1121ZA25-0026 PROPOSEDRESTAURANTFF = 595.50PRO P O S E D EVE N T C E N T E R FF = 5 9 3 . 5 0 F U T U R E R E T A I L EVE N T L A W N KIRKWOOD BOULEVARDSTATE HIGHWAY 114EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GASW WWWSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-00220408040GRAPHIC SCALE IN FEET1" = 40'EROSION CONTROL LEGENDSFPROPERTY BOUNDARYEXISTING CONTOURPROPOSED CONTOUREXISTING/PROPOSED FLOWPROPOSED SILT FENCE (ON DIRT)PROPOSED CONSTRUCTIONENTRANCEAREA OF DISTURBANCEPROPOSED STRAW WATTLESWEXISTING STORM DRAINPROPOSED STORM DRAININLET PROTECTIONMINIMIZATION OF DISTURBED AREAS:1.CONTRACTOR SHALL MANAGE CONSTRUCTION ACTIVITIES TOREDUCE EROSION AND RETAIN SEDIMENT AND OTHERPOLLUTANTS IN THE SOIL AT THE CONSTRUCTION SITE.2.CONTRACTOR SHALL MINIMIZE THE TIME BARE SOIL IS EXPOSED.3.CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE BYMINIMIZING THE EXTENT OF GRADING AND CLEARING TOEFFECTIVELY REDUCE SEDIMENT YIELD.CONTRACTOR NOTE:WHEN IN CLOSE PROXIMITY, THE BMPs AND LIMITS OF DISTURBANCESHALL FOLLOW THE BUILDING, CURB, FENCE LINES, ETC., UNLESSOTHERWISE INDICATED. BMPs AND LIMITS OF DISTURBANCE SHOWNOUTSIDE BUILDING, CURB, FENCE LINES, ETC. FOR CLARITYPURPOSES.SWPPP IMPLEMENTATION SEQUENCENOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWINGAREAS: TRAILER, PARKING, LAY DOWN, PORTA-POTTY, WHEEL WASH,CONCRETE WASHOUT, MASON'S AREA, FUEL AND MATERIAL STORAGEAREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELYDENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION ASTHEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. IN ADDITION,NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TOON THE SITE MAPS.NOTE: DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACEBEFORE SOIL IS DISTURBED. ACTIVITIES ARE PRESENT IN THE ORDER ORSEQUENCE IN WHICH THEY ARE REQUIRED TO BE COMPLETED.1.INSTALL THE SWPPP INFORMATION SIGN AND POST REQUIREDDOCUMENTS NEAR THE PLANNED CONSTRUCTION EXIT, AND WITHINEASY ACCESS TO THE GENERAL PUBLIC WITHOUT ENTERING THE SITE.2.STAKE/FLAG THE LOD (WHERE STAKING IS NOT POSSIBLE/PRACTICAL,THE LOD MUST BE CONSPICUOUSLY, AND PROMINENTLY, MARKED TODENOTE THE BOUNDARY). LOD MUST REMAIN CONSPICUOUSLYMARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.3.INSTALL STABILIZED CONSTRUCTION EXIT AND INLET PROTECTIONFOR EXISTING INLETS.4.SET THE PROJECT OFFICE TRAILER.5.INSTALL PERIMETER SEDIMENT CONTROL BMPs. CLEAR ONLY THEMINIMUM AREA NECESSARY TO INSTALL PERIMETER CONTROL BMPs.6.PREPARE TEMPORARY PARKING AND STORAGE AREA.7.BEGIN GRADING THE SITE.8.TEMPORARILY STABILIZE, THROUGHOUT CONSTRUCTIONIMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENTLAND DISTURBING/ GRADING ACTIVITY, ANY DISTURBED AREAS,INCLUDING MATERIAL STOCKPILES THAT ARE SCHEDULED OR LIKELYTO REMAIN INACTIVE FOR 21 DAYS OR MORE.9.IMMEDIATELY PERMANENTLY STABILIZE AREAS TO BE VEGETATED ASTHEY ARE BROUGHT TO FINAL GRADE.10.INSTALL UTILITIES, STORM SEWERS, CURBS AND GUTTERS.11.INSTALL INLET PROTECTION AT ALL STORM SEWER STRUCTURES ASEACH INLET STRUCTURE IS INSTALLED.12.PREPARE SITE FOR PAVING.13.PAVE SITE.14.INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVEDAREAS AS WORK PROGRESSES, PER BMP DETAILS.15.COMPLETE GRADING AND INSTALLATION OF PERMANENTSTABILIZATION OVER ALL AREAS, INCLUDING OUT LOTS AND PONDS.16.PERMANENTLY STABILIZE ALL AREAS THAT HAVE REACHED FINALGRADE AS SOON AS POSSIBLE AND WITHIN AT LEAST 21 DAYS OFCOMPLETING SOIL DISTURBING ACTIVITY.17.OBTAIN CONCURRENCE FROM THE OWNER CONSTRUCTION MANAGER (CM)THAT THE SITE HAS BEEN FULLY STABILIZED IN ACCORDANCE WITH THEiSWM MANUAL AND ALL CONSTRUCTION HAS BEEN COMPLETED, THEN:A.REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENTCONTROL BEST MANAGEMENT PRACTICES (BMPs) WITHIN 30 DAYSOF ESTABLISHING FINAL STABILIZATION, ANDB.STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OFTEMPORARY BMPs.18.UPON ACHIEVING FINAL STABILIZATION FOR THE SITE (REACHING AMINIMUM OF 70% COVERAGE OF ALL VEGETATED AREAS), PERFORM FINALINSPECTION ALONG WITH THE OWNER'S CM.19.OBTAIN CONCURRENCE FROM OWNER'S CM THAT THE SITE IS APPROVEDAND FILE FOR NOTICE OF TERMINATION (NOT). THE NOT MUST BE FILEDWITHIN 30 DAYS AFTER FINAL STABILIZATION IS ESTABLISHED.20.PROVIDE COPY OF NOT TO CITY OF SOUTHLAKE.NOTE: BMP-RELATED STEPS IN THE ABOVE SEQUENCE ARE BOLDED FORCLARITY.EROSION CONTROL PLANC2.0CMBCOBCMB------------------FILENAME: EC PLAN.dwgPLOTTED BY: Cesar BarronPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:22:03 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\EC PLAN ZA25-0026 PROPOSEDRESTAURANTFF = 595.50PRO P O S E D EVE N T C E N T E R FF = 5 9 3 . 5 0 F U T U R E R E T A I L EVE N T L A W N KIRKWOOD BOULEVARDSTATE HIGHWAY 114EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS∆∆∆∆23232119141143NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022PROPERTYBOUNDARYSITE LEGENDADJOINERSBUILDING SETBACKEASEMENTPROPOSED CURBPARKING COUNTEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING SEWER MANHOLEOWNER:NL GROUP INC25 HIGHLAND PARK VILLAGESUITE 100-580DALLAS, TX 75205(214) 663-4317CONTACT: TIM McENENY, CEOEMAIL: tmceneny@nlgroup-dallas.comENGINEER:DUNAWAY ASSOCIATES, LLC550 BAILEY AVENUE STE. 400FORT WORTH, TEXAS 76107PHONE: (817) 335-1121CONTACT: CHRISTOPHER BIGGERS, P.E.EMAIL: cbiggers@dunaway.comFIRE LANESITENOT TO SCALEVICINITY MAP0408040GRAPHIC SCALE IN FEET1" = 40'NO CURB PAVING EDGERETAINING WALLPROPOSED FIRE HYDRANTPROPOSED Y INLETPROPOSED HEADWALLPROPOSED CURB INLETPROPOSED WATER METERPROPOSED GRATE INLETSITE PLANC3.0CMBCOBCMB------------------FILENAME: SITE PLAN.dwgPLOTTED BY: Cesar BarronPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:20:27 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\SITE PLAN BUILDING ENTRANCE/EXITNOTE:REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTING. ALL LIGHTINGMUST COMPLY WITH THE LIGHTING ORDINANCE NO. 693.(WEST SIDE OF SH-114)ZA25-002610,000 S.F.10,000 S.F.200255 SPACES30,975 S.F.8 PROPOSEDRESTAURANTFF = 595.50PRO P O S E D EVE N T C E N T E R FF = 5 9 3 . 5 0 F U T U R E R E T A I L EVE N T L A W N KIRKWOOD BOULEVARDSTATE HIGHWAY 114EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS∆∆∆∆NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022PAVING PLANC4.0CMBCOBCMB------------------FILENAME: PAVING PLAN.dwgPLOTTED BY: Cesar BarronPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:21:14 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\PAVING PLAN 0408040GRAPHIC SCALE IN FEET1" = 40'PAVING LEGENDFIRE LANEPROPOSED CURBPROPOSED 4" CONCRETE SIDEWALKPROPOSED LIGHT DUTYCONCRETE PAVEMENTPROPOSED MEDIUM DUTYCONCRETE PAVEMENTNOTES1.CONTRACTOR TO REFERENCE GEOTECHNICAL REPORTPREPARED BY ------- PROJECT NUMBER -----, DATED ----- FORPAVEMENT SPECIFICATIONS AND ALTERNATIVES.2.CONTRACTOR TO SUBMIT CONCRETE JOINT PLAN TO ENGINEERFOR REVIEW.3.CONTRACTOR SHALL REMOVE/REPLACE ALL CONCRETEPAVEMENT TO NEAREST FULL PANEL. NO PARTIAL PANELREPLACEMENTS.4.FIRE APPARATUS ACCESS NEEDS TO BE AN ALL-WEATHERSURFACE, ASPHALT OR CONCRETE, 24 FEET WIDE AND ABLE TOSUPPORT THE IMPOSED LOADS OF FIRE APPARATUS.(MINIMUM OF 85,000 POUNDS GVW) AND BE WITHIN 250 FT.HOSE-LAY DISTANCE OF ALL PORTIONS OF A SPRINKLEDBUILDING.PROPOSED HEAVY DUTYCONCRETE PAVEMENTDRIVE APPROACH/SIDEWALKBY SEPARATE TxDOT PROJECTNO CURB PAVING EDGEZA25-0026 PROPOSEDRESTAURANTFF = 595.50PRO P O S E D EVE N T C E N T E R FF = 5 9 3 . 5 0 F U T U R E R E T A I L EVE N T L A W N KIRKWOOD BOULEVARDSTATE HIGHWAY 114EX-PL EX-PL EX-PL EX-PL EX-PL EX-PL EX-PLEX-WEX-WEX-WEX-WEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SS8'' FWW8'' FWSSSSSSSSWWWSSSS8'' F W 8'' F W NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-00220408040GRAPHIC SCALE IN FEET1" = 40'GRADE BREAKGRADING LEGENDPROPERTY BOUNDARYADJOINERSEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING STORM DRAINEXISTING CURB INLETPROPOSED STORM DRAINPROPOSED CURB INLETPROPOSED AREA DRAINPROPOSED FLOW ARROWFINISHED FLOOR ELEVATIONFINISHED GRADETOP OF PAVEMENTTOP OF CURBTOP OF GRATETOP OF INLETTOP OF STEPBOTTOM OF STEPTOP OF WALLBOTTOM OF WALLGUTTERFLOW LINENOTES1.WORK SHALL BE DONE IN ACCORDANCE WITH THEGEOTECHNICAL REPORT BY ------- PROJECT NUMBER -------,DATED ------- FOR PAVEMENT SPECIFICATIONS ANDALTERNATIVES..2.ACCESSIBLE AND VAN ACCESSIBLE SPACES AND AISLES ARE TOBE INSTALLED PER ADA/TAS REQUIREMENTS AND SHALL HAVE AMAXIMUM SLOPE OF 2.0% IN ALL DIRECTIONS.3.ACCESSIBLE PEDESTRIAN SIDEWALKS AND DOOR LANDINGSSHALL BE PER ADA/TAS REQUIREMENTS4.CONTRACTOR SHALL ENSURE A.D.A PATHS ARE CONSTRUCTEDAT A MAXIMUM 2% CROSS SLOPE AND A MAXIMUM 5%LONGITUDAL SLOPE.5.CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROMTHE BUILDING.6.ALL SIDEWALK, ACCESSIBLE PATHS, AND RAMPS SHALLCONFORM TO A.D.A SPECIFICATIONS AS STATED IN THE TEXASACCESSIBILITY STANDARD. THE CONTRACTOR SHALL BERESPONSIBLE FOR VERIFYING COMPLIANCE.GRADING PLANC5.0CMBCOBCMB------------------FILENAME: GRADING PLAN.dwgPLOTTED BY: Cesar BarronPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:20:54 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\GRADING PLAN ZA25-0026 PROPOSEDRESTAURANTFF = 595.50PRO P O S E D EVE N T C E N T E R FF = 5 9 3 . 5 0 F U T U R E R E T A I L EVE N T L A W N KIRKWOOD BOULEVARDSTATE HIGHWAY 114EX-PL EX-PL EX-PL EX-PL EX-PL EX-PL EX-PLEX-WEX-WEX-WEX-WEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SS8'' FWW8'' FWSSSSSSSSWWWSSSS8'' F W 8'' F W NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-00220408040GRAPHIC SCALE IN FEET1" = 40'STORM DRAIN LEGENDPROPERTY BOUNDARYRIGHT-OF-WAYADJOINERSEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING STORM DRAINEXISTING CURB INLETPROPOSED STORM DRAINPROPOSED CURB INLETPROPOSED AREA DRAINDRAINAGE PLANC6.0CMBCOBCMB------------------FILENAME: STORM PLAN.dwgPLOTTED BY: Cesar BarronPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:22:34 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\STORM PLAN ZA25-0026 PROPOSEDRESTAURANTFF = 595.50PRO P O S E D EVE N T C E N T E R FF = 5 9 3 . 5 0 F U T U R E R E T A I L EVE N T L A W N KIRKWOOD BOULEVARDSTATE HIGHWAY 114EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GAS EX-GASEX-WEX-WEX-WEX-WEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SSEX-8'' SS8'' FWW8'' FWSSSSSSSSWWWSSSS8'' F W 8'' F W NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.0011901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-00220408040GRAPHIC SCALE IN FEET1" = 40'UTILITY LEGENDPROPERTY BOUNDARYADJOINERSEASEMENTEXISTING WATER LINEEXISTING SEWER LINEEX-WEX-SSEXISTING GAS LINEEX-GASEXISTING UNDERGROUNDELECTRIC LINEEX-UEEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING WATER VALVEEXISTING SEWER MANHOLEEXISTING SPRINKLER VALVEEXISTING STORM MANHOLEEXISTING STORM INLETEXISTING LIGHT POLEEXISTING POWER POLEEXISTING ELECTRIC VAULTEXISTING TELEPHONE BOXEXISTING STORM DRAINWSSPROPOSED WATER LINEPROPOSED SANITARY SEWER LINEUTILITY PLANC7.0CMBCOBCMB------------------FILENAME: UTILITY PLAN.dwgPLOTTED BY: Cesar BarronPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:29:59 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\Civil\CAD\Plot SheetsP:\013300\013354\001\Civil\CAD\Plot Sheets\UTILITY PLAN ZA25-0026 EX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-PL EX-PL EX-PL EX-PL EX-PL EX-PL EX-PLEX-FOEX-WEX-WEX-WEX-WEX-WEX-W#636#634#637#639#628 #629#630#631#600#635#633#632#624#623#626#624#625#622#638#621#620#618#614#613#612#615#616#663#662#660#664#611#610#609#617#608#607#N/A#605#606#599#601#595#596#593#594#590#589#586#588#587#584#592#648#591#603#602#649#650#651#604#652#653#442#655#654#657#658#659#661#656#671#670#669#668#667#666#665#672#674#673#676#675#693#681#680#678#679#677#691#692#689#687#688#690#694#695#696#697#698#409#406#408#407#411#N/A#583#581#582#585#578#646#645#647#436#431#435#434#433#432#437#438#441#440#439#579#580#577#576#567#574#575#571#572#568#570#573#640#644#643#642#641#430#428#429#496#427#565#564#560#561#562#563#566#447#684#683#682#445#443#444#446#448#480#478#479#484#475#474#476#473#477#483#450#449#451#447#452#481#482#485#486#487#490#489#493#488#491#492#494#495#497#498#500#499#301#302#303#455#469#470#402#700#699#401#403#405#404#413#417#416#412#426#425#424#423#422#420#421#414#415#419#418#311#312#490#307#308#309#471#468#467#466#465#472#464#462#465#457#454#453#458#456#459#461#460#475#598#597#5695 0 0 Y EA R F LOOD P LA IN 500 YEAR FLOODPLAIN 100 YEAR FLOODPLAIN 1 0 0 Y EA R F LOOD P LA IN 10' BUFFER YARD 'E '10' BUFFER YARD 'E'30' BU ILD ING L INE50' BUILDING LINE#685#1#2#3#4#6#8#5#7#9#10#11#12#13#14#15#16#17#18#19#20#21NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.001PRELIMINARYFOR REVIEW ONLYThese documents are forDesign Review and notintended for Construction,Bidding or PermitPurposes. They wereprepared by, or under thesupervision of:Megan AbernathyLA#27061901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022NORTHGRAPHIC SCALE01 inch =306030'TREE MITIGATION DATAINCHES REMOVED:2,753 IN.INCHES PRESERVED: 129 IN.MITIGATION INCHES PROVIDED:56 IN.MITIGATION INCHES REQUIRED:2,568 IN.CANOPY PERCENTAGE EXISTING: 39%REQUIRED CANOPY PERCENTAGE TO PRESERVE: 16% (PER ITEM 9 ZONINGCHANGE / CONCEPT PLAN)CANOPY PERCENTAGE PRESERVED:2%LEGENDPROPERTY LINECRITICAL ROOT ZONETOPO FUTURETOPO EXISTINGEXISTING GAS LINEEXISTING FIBEROPTIC LINEEXISTING WATER LINETRUNK PROTECTION FENCINGTREE PROTECTION FENCINGEXISTING TREE TO REMAINEXISTING TREETO BE REMOVEDEXISTING TREE CANOPY INFLOODPLAIN500 YEAR FLOODPLAIN100 YEAR FLOODPLAINEX-PLEX-FOEX-WOWNER:NL GROUP INC25 HIGHLAND PARK VILLAGESUITE 100-580DALLAS, TX 75205(214) 663-4317CONTACT: TIM McENENY, CEOEMAIL: tmceneny@nlgroup-dallas.comENGINEER:DUNAWAY ASSOCIATES, LLC550 BAILEY AVENUE STE. 400FORT WORTH, TEXAS 76107PHONE: (817) 335-1121CONTACT: CHRISTOPHER BIGGERS, P.E.EMAIL: cbiggers@dunaway.comKIRKWOOD BOULEVARDSTATE HIGHWAY 114PROPOSEDEVENT CENTERPROPOSEDRESTAURANTFUTURERETAILL1.0TREE CONSERVATION PLANJMMMLMMEA------------------FILENAME: 013345 - Tree Conservation Plan.dwgPLOTTED BY: Janel MoodyPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:53:15 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\PLA\Drawings\Plot SheetsP:\013300\013354\001\PLA\Drawings\Plot Sheets\013345 - Tree Conservation Plan ZA25-0026 NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.001PRELIMINARYFOR REVIEW ONLYThese documents are forDesign Review and notintended for Construction,Bidding or PermitPurposes. They wereprepared by, or under thesupervision of:Megan AbernathyLA#27061901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022TAG NO.SPECIESCALIPER (IN.)STEMSHOT NO.PRESERVED/REMOVED301Juniper8Single3125Removed302Juniper18Single3123Removed303American Elm12Single3122Removed307Juniper6Single3041Removed308Live Oak6Single3055Removed309American Elm14Single3056Removed310American Elm15Single3049Removed311Juniper10Single3131Removed312Hackberry6Single3130Removed313American Elm9Single3038Removed401Post Oak10Multi3069Removed402Post Oak6Single3067Removed403Blackjack Oak17Multi3066Removed404Post Oak9Single1665Removed405Post Oak6Single1664Removed406Post Oak7Single1667Removed407Post Oak10Single1668Removed408Post Oak6Single1669Removed409Post Oak8Single1666Removed410Post Oak12Single1864Removed411Post Oak10Multi1670Removed412Post Oak16Multi3062Removed413Post Oak15Multi3065Removed414Blackjack Oak8Single3061Removed415Post Oak12Single3060Removed416Post Oak10Single3063Removed417Post Oak11Multi3064Removed418Post Oak12Single3059Removed419Blackjack Oak14Single3057Removed420Post Oak19Single1680Removed421Post Oak15Single1679Removed422Post Oak15Multi1677Removed423Post Oak16Single1676Removed424Post Oak16Multi1675Removed425Post Oak10Multi1674Removed426Post Oak9Single1673Removed427Post Oak9Single3192Removed428Post Oak16Multi3190Removed429Post Oak22Multi3189Removed430Post Oak7Single3188Removed431Post Oak20Single3202Removed432Post Oak11Single3201Removed433Post Oak6Single3200Removed434Cedar Elm7Single3199Removed435Cedar Elm7Single3198Removed436Cedar Elm9Single1731Removed437Post Oak8Single3207Removed438Post Oak10Single3203Removed439Post Oak9Single3204Removed440Post Oak14Single3205Removed441Post Oak7Single3206Removed442Post Oak10Single1744Removed443Post Oak10Single3095Removed444Post Oak11Single3094Removed445Post Oak13Multi3093Removed446Blackjack Oak7Single3097Removed447Post Oak13Multi3098Removed448Post Oak10Single3102Removed449Post Oak6Single3092Removed450Post Oak13Multi3101Removed451Cedar Elm19Multi3133Removed452Post Oak8Single3088Removed453Post Oak8Single3111Removed454Post Oak8Single3110Removed455Post Oak9Single3109Removed456Post Oak6Single3108Removed457Post Oak7Single3103Removed458Post Oak11Single3104Removed459Post Oak8Single3105Removed460Post Oak25Single3106Removed461Post Oak8Single3107Removed462Post Oak7Single3113Removed463Post Oak8Single3112Removed464Post Oak7Single3114Removed465Post Oak8Single3077Removed466Post Oak10Single3076Removed467Post Oak9Multi3075Removed468Post Oak13Multi3074Removed469Post Oak12Multi3073Removed470Post Oak9Multi3071Removed471Post Oak20Multi3078Removed472Post Oak28Multi3115Removed473Post Oak13Single3134Removed474Post Oak14Single3136Removed475Post Oak9Single3138Removed476Post Oak6Single3135Removed477Post Oak6Single3137Removed478Post Oak8Single3139Removed479Post Oak10Single3140Removed480Post Oak8Single3143Removed481Post Oak14Single3144Removed482Post Oak6Single3145Removed483Post Oak15Single3142Removed484Post Oak16Single3141Removed485Burr Oak10Single3146Removed486Post Oak15Single3147Removed487Post Oak11Single3148Removed488Post Oak12Single3153Removed489Post Oak14Single3150Removed490Post Oak14Single3149Removed491Post Oak12Single3152Removed492Post Oak12Single3154Removed493Post Oak24Single3151Removed494Post Oak8Single3155Removed495Post Oak9Single3156Removed496Blackjack Oak8Single3191Removed497Blackjack Oak9Multi3164Removed498Blackjack Oak10Multi3163Removed499Blackjack Oak8Single3165Removed500Juniper16Single3166Removed560American Elm9Single3182Preserved561American Elm32Multi3183Preserved562Post Oak21Single3178Preserved563Post Oak15Single3177Removed564Post Oak7Single3176Removed565Bumelia6Multi3175Removed566American Elm20Multi3179Preserved567Post Oak17Single1687Removed568Post Oak9Single1692Removed569Post Oak7Single1689Removed570Post Oak9Single1693Removed571Post Oak7Single1691Removed572Post Oak8Single1690Removed573Post Oak6Single1688Removed574Post Oak6Single1694Removed575Post Oak6Single1695Removed576Post Oak8Single1699Removed577Post Oak6Single1698Removed578Post Oak7Single1700Removed579Post Oak7Single1697Removed580Blackjack Oak8Single1696Removed581Post Oak9Single1701Removed582Post Oak6Single1703Removed583Post Oak13Multi1702Removed584Post Oak15Single1709Removed585Post Oak7Single1710Removed586Post Oak6Single1727Removed587Post Oak8Single1708Removed588Post Oak6Single1707Removed589Post Oak7Single1720Removed590Post Oak8Single1721Removed591Cedar Elm6Single1724Removed592Post Oak8Single1725Removed593Post Oak12Single1723Removed594Post Oak7Single1722Removed595Post Oak7Single1728Removed596Post Oak6Single1747Removed597Post Oak7Single1746Removed598Post Oak9Multi1745Removed599Post Oak9Single1754Removed600Blackjack Oak7Single1630Removed601Post Oak6Single1748Removed602Post Oak6Single1737Removed603Post Oak6Single1738Removed604Cedar Elm8Single1742Removed605Post Oak9Single1749Removed606Post Oak7Single1753Removed607Post Oak10Single1752Removed608Post Oak11Single1751Removed609Post Oak8Single1755Removed610Post Oak7Single1756Removed611Post Oak10Single1757Removed612Post Oak6Single1758Removed613Post Oak10Single1759Removed614Post Oak12Single1774Removed615Post Oak10Single1760Removed616Post Oak11Single1762Removed617Post Oak10Single1761Removed618Post Oak6Single1777Removed620Post Oak21Single1783Removed621Post Oak9Single1782Removed622Post Oak8Single1781Removed623Post Oak8Single1778Removed624Post Oak9Single1779Removed625Post Oak9Single1780Removed626Post Oak8Single1785Removed627Post Oak12Single1784Removed628Post Oak9Single1786Removed629Post Oak10Single1638Removed630Post Oak12Single1635Removed631Post Oak10Multi1634Removed632Post Oak8Single1633Removed633Post Oak9Multi1632Removed634Post Oak7Single1790Removed635Post Oak10Single1631Removed636Post Oak16Single1629Removed637Hackberry7Single1788Removed638Post Oak8Single1637Removed639Post Oak9Single1789Removed640Blackjack Oak6Single3197Removed641Post Oak21Single3194Removed642Post Oak12Single3193Removed643Post Oak7Single3195Removed644Post Oak23Single3196Removed645Post Oak16Single1733Removed646Post Oak6Single1732Removed647Post Oak14Single1730Removed648Post Oak18Single1729Removed649Post Oak6Single1734Removed650Post Oak16Single1736Removed651Post Oak7Single1735Removed652Post Oak14Multi1740Removed653Post Oak11Single1741Removed654Post Oak8Single3099Removed655Post Oak7Single3100Removed656Post Oak9Multi1765Removed657Post Oak15Multi1764Removed658Post Oak8Single1766Removed659Blackjack Oak8Single1767Removed660Blackjack Oak12Multi1768Removed661Juniper7Single1770Removed662Blackjack Oak10Multi1769Removed663Post Oak9Single1771Removed664Blackjack Oak9Single1772Removed665Post Oak14Multi1645Removed666Post Oak14Single1644Removed667Post Oak15Single1643Removed668Post Oak26Multi1642Removed669Blackjack Oak8Single1641Removed670Blackjack Oak8Single1639Removed671Blackjack Oak7Single1640Removed672Post Oak16Multi1657Removed673Blackjack Oak18Multi1656Removed674Post Oak15Multi1655Removed675Post Oak11Single1652Removed676Post Oak9Single1653Removed677Post Oak22Multi1646Removed678Juniper6Single1648Removed679Juniper8Single1647Removed680Juniper13Single3083Removed681Post Oak16Single3084Removed682Post Oak13Single3086Removed683Juniper6Single3087Removed684Post Oak18Multi3090Removed685Post Oak15Multi3091Removed686Juniper7Single3089Removed687Post Oak7Single3082Removed688Post Oak9Multi3080Removed689Post Oak10Single3081Removed690Post Oak8Single3079Removed691Post Oak14Multi1649Removed692Juniper7Single1650Removed693Post Oak12Multi1651Removed694Post Oak20Multi3072Removed695Post Oak10Multi1661Removed696Juniper8Single1660Removed697Post Oak9Single1662Removed698Post Oak15Multi1663Removed699Post Oak9Single3070Removed700Post Oak6Single3068Removedno tagOAK11Single1671Removedno tagELM9Single1750Removed1LANDSCAPE10Single1200Removed2LANDSCAPE15Single1199Preserved3LANDSCAPE11Single1201Removed4LANDSCAPE13Single1202Preserved5LANDSCAPE10Single1204Removed6LANDSCAPE10Single1203Preserved7LANDSCAPE8Single1184Removed8LANDSCAPE9Single1185Preserved9LANDSCAPE8Single1183Removed10LANDSCAPE10Single1182Removed11LANDSCAPE9Single1180Removed12LANDSCAPE11Single1181Removed13LANDSCAPE7Single1178Removed14LANDSCAPE7Single1179Removed15LANDSCAPE9Single1177Removed16LANDSCAPE7Single1176Removed17LANDSCAPE8Single1175Removed18LANDSCAPE7Single1173Removed19LANDSCAPE8Single1174Removed20LANDSCAPE9Single1041Removed21LANDSCAPE9Single1040RemovedTREE DATA LISTJMMMLMMEA------------------FILENAME: 013345 - Tree Conservation Plan.dwgPLOTTED BY: Janel MoodyPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:53:19 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\PLA\Drawings\Plot SheetsP:\013300\013354\001\PLA\Drawings\Plot Sheets\013345 - Tree Conservation Plan L1.1ZA25-0026 NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.001PRELIMINARYFOR REVIEW ONLYThese documents are forDesign Review and notintended for Construction,Bidding or PermitPurposes. They wereprepared by, or under thesupervision of:Megan AbernathyLA#27061901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022ABTRUNK PROTECTION FENCESCALE: 1/2"=1'-0"4'-0"4"2" X 4" STUDSNOTE:WRAP TREE TRUNK WITH 2" X 4" STUDSAND ROPE OR BAND IN PLACE ASNEEDED TO PROTECT IN WORK AREAS.6" MULCH UNDER DRIP LINE ASMINIMAL PROTECTION FOR ROOTSFROM CONSTRUCTION ACTIVITIESTREE PROTECTION FENCINGSCALE: N.T.S.1 LF PER 1" TREE CALIPERMETAL T-POST AT EDGE OFROOT PROTECTION ZONEEXISTING GRADE TOREMAIN UNDISTURBEDORANGE VINYL CONSTRUCTIONFENCE, OR APPROVED EQUALSEE TREE PRESERVATION ANDDEMOLITION PLAN FOR EXISTINGTREES TO REMAIN6' (MIN.)TREE CONSERVATION DETAILSJMMMLMMEA------------------FILENAME: 013345 - Tree Preservation Details.dwgPLOTTED BY: Janel MoodyPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:53:30 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\PLA\Drawings\Plot SheetsP:\013300\013354\001\PLA\Drawings\Plot Sheets\013345 - Tree Preservation Details NOTE:REFERENCE SECTION 9.5 - 379 FOR TREEREPLACEMENT AND TREE PROTECTION STANDARDSL1.2ZA25-0026 EX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-PL EX-P L EX-PL EX-PL EX-PL EX-PL EX-PLEX-WEX-WEX-WEX-WEX-8'' SS8'' FWW8'' FWSSSSSSSSWWWSS8'' FW 8'' FW25' BUFFER YARD 'J'5' BUFFER YARD 'A '10' BUFFER YARD 'E '10' BUFFER YARD 'E'5' B U F F E R Y A R D ' A 'BUILDING SETBACK25' BUFFER YARD 'J'CITY OF SOUTHLAKE, TX GUIDELINESLANDSCAPE DATA CHARTZONING 'C3'SITE AREA245,192 SFBUILDING AREA 28,005 SFNET SITE AREA228,971 SFREQUIREDPROVIDEDINTERIOR LANDSCAPE AREA REQUIREMENTS@ 50% OF PROPOSED BUILDING FLOOR AREA 14,002 sf75% OF INTERIOR LANDSCAPE TO BE IN FRONT OF/ ALONG SIDE BUILDINGONE CANOPY TREE PER EVERY 500 SF28 CANOPY TREES28 CANOPY TREES(14,002 SF/ 500 SF)ONE ORNAMENTAL TREE PER EVERY 250 SF56 ORN TREES66 ORN TREES14,002 SF/ 250 SF)ONE SHRUB PER EVERY 40 SF350 SHRUBS404 SHRUBS(14,002 SF/ 40 SF)GROUND COVER @ 15% OF BUILDING SF2,100 SF3,810 SF(14,002 SF x 15%)SEASONAL COLOR @ 2% OF BUILDING SF280 SF383 SF(14,002 SF x 2%)PARKING LANDSCAPE REQUIREMENTS15 SF OF LANDSCAPE FOR EVERY PARKING SPACE182 SPACES X 15 SF2,730 SF4,147 SFONE TREE FOR EVERY PARKING ISLAND(15 PARKING ISLANDS)15 CANOPY TREES16 CANOPY TREESSHRUBS, GROUNDCOVER, GRASSES, OR 4,147SF4,239 SFSEASONAL COLOR FOR EVERY PARKING ISLANDBUFFER YARD REQUIREMENTSBUFFER YARD 'J' REQUIREMENTS25 ' BUFFER ALONG PROPERTY LINE10'10'4 CANOPY TREE PER 100 LF 21 CANOPY TREES21 CANOPY TREES(513 LF / 100 LF)2 ORNAMENTAL TREES PER 100 LF11 ORN TREES11 ORN TREES(513 LF / 100 LF)14 SHRUBS PER 100 LF71 SHRUBS72 SHRUBS(513 LF / 100 LF)BUFFER YARD 'A' REQUIREMENTS5' BUFFER YARD ALONG PROPERTY LINE5'5'1 CANOPY TREE PER 100 LF8 CANOPY TREESEXISTING TREE CANOPY(762 LF / 100 LF)2 ORNAMENTAL TREES PER 100 LF15 ORN TREESEXISTING TREE CANOPY(762 LF / 100 LF)8 SHRUBS PER 100 LF61 SHRUBS77 SHRUBS(762 LF / 100 LF)BUFFER YARD 'E' REQUIREMENTS10 ' BUFFER ALONG PROPERTY LINE10'10'1 CANOPY TREE PER 100 LF 7 CANOPY TREES9 CANOPY TREES(629 LF / 100 LF)2 ORNAMENTAL TREES PER 100 LF13 ORN TREES13 ORN TREES(629 LF / 100 LF)8 SHRUBS PER 100 LF51 SHRUBS296 SHRUBS(629 LF / 100 LF)TREE MITIGATIONTOTAL CALIPER INCHES REMOVED TO BE REPLACEDWITH EQUIVALENT CALIPER INCHES 2,650 INCHES REMOVEDNORTHGRAPHIC SCALE01 inch =408040'AREA 1AREA 2AREA 3NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.001PRELIMINARYFOR REVIEW ONLYThese documents are forDesign Review and notintended for Construction,Bidding or PermitPurposes. They wereprepared by, or under thesupervision of:Megan AbernathyLA#27061901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022OVERALL LANDSCAPE PLANJMMMLMMEA------------------FILENAME: 013354 - Planting Plan.dwgPLOTTED BY: Janel MoodyPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 4:10:01 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\PLA\Drawings\Plot SheetsP:\013300\013354\001\PLA\Drawings\Plot Sheets\013354 - Planting Plan KIRKWOOD BOULEVARDSTATE HIGHWAY 114PROPOSEDEVENT CENTERPROPOSEDRESTAURANTFUTURERETAILOWNER:NL GROUP INC25 HIGHLAND PARK VILLAGESUITE 100-580DALLAS, TX 75205(214) 663-4317CONTACT: TIM McENENY, CEOEMAIL: tmceneny@nlgroup-dallas.comENGINEER:DUNAWAY ASSOCIATES, LLC550 BAILEY AVENUE STE. 400FORT WORTH, TEXAS 76107PHONE: (817) 335-1121CONTACT: CHRISTOPHER BIGGERS, P.E.EMAIL: cbiggers@dunaway.comL2.0CITY CASE NO. ZA25-0022TREE MITIGATION DATAINCHES REMOVED:2,753 IN.INCHES PRESERVED: 129 IN.MITIGATION INCHES PROVIDED:56 IN.MITIGATION INCHES REQUIRED:2,568 IN.CANOPY PERCENTAGE EXISTING: 39%REQUIRED CANOPY PERCENTAGE TO PRESERVE: 16% (PER ITEM 9 ZONING CHANGE / CONCEPT PLAN)CANOPY PERCENTAGE PRESERVED:2%ZA25-0026 EX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-FO EX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-PL EX-PL EX-PL EX-PL EX-PL EX-PL EX-PLEX-FOEX-WEX-WEX-WEX-WEX-WEX-W8'' FW8'' FW8' ' FWWW8'' FW8'' FW8'' FW8'' FWSSSSSSSSSSSSSSSSSSWWWWWWWW25' BUFFER YARD 'J'10' BUFFER YARD 'E 'EXISTING TREE TO REMAIN, TYP.PROVIDE TREE PROTECTIONPER DETAIL A-B, SHEET L1.02PROPOSEDRESTAURANTKIRKWOOD BOULEVARDSTATE HIGHWAY 114EXISTING CITY OF SOUTHLAKEMONUMENT SIGNAREA TO REMAIN UNDISTURBEDPROPOSEDDROP OFFDUMPSTER ENCLOSUREWITH 8' MASONRYSCREEN WALL, REF. CIVILSYMBOLCODECOMMON NAMETREESAUPAUSTRIAN PINEELPELDIRICA PINEJBPJAPANESE BLACK PINEPOPPONDEROSA PINESLPSLASH PINELARGE TREESCEECEDAR ELMCHPCHINESE PISTACHELIOLIVE OAKROKTEXAS RED OAKSMALL TREESCHACHASTE TREEDEWDESERT WILLOWMAGLITTLE GEM DWARF SOUTHERN MAGNOLIASAHSAVANNAH HOLLYTERTEXAS REDBUDSHRUBSCTSCOMPACT TEXAS SAGECGICONCERTINA GERMAN IRISHDLDAYLILLYDBHDWARF BURFORD HOLLYDWMDWARF WAX MYRTLELGALITTLE RICHARD GLOSSY ABELIASALMAY NIGHT SALVIAMFGMEXICAN FEATHERGRASSNGLNEW GOLD LANTANATJUTAM'S JUNIPERAGAVEAGSAGAVE SMOOTHASBAGAVE SUPER BLUEQCPQUADRICOLOR CENTURY PLANTRYURED YUCCASLYSOFT-LEAF YUCCAGROUND COVERSCRJGOLDEN CREEPING JENNYPWCPURPLE WINTERCREEPERSEASEASONAL COLORSOD/SEEDARTARTIFICIAL TURFBERBERMUDA GRASSROCK/GRAVELDEGDECOMPOSED GRANITEDRCDECORATIVE ROCK COBBLEPLANT SCHEDULESTEEL EDGINGARTIFICIAL TURF EDGINGEXISTING TREE TO REMAINMATCHLINE (SEE SHEET L2.2)NORTHGRAPHIC SCALE01 inch =204020'MATCHLINE (SEE SHEET L2.3)NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.001PRELIMINARYFOR REVIEW ONLYThese documents are forDesign Review and notintended for Construction,Bidding or PermitPurposes. They wereprepared by, or under thesupervision of:Megan AbernathyLA#27061901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022LANDSCAPE PLAN - AREA 1JMMMLMMEA------------------FILENAME: 013354 - Planting Plan.dwgPLOTTED BY: Janel MoodyPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 4:10:08 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\PLA\Drawings\Plot SheetsP:\013300\013354\001\PLA\Drawings\Plot Sheets\013354 - Planting Plan L2.1ZA25-0026 EX-FOEX-FOEX-FOEX-FOEX-FOEX-FOEX-WEX-WEX-WEX-W8'' FWSSSSSSSSSSSSSSSSSSWWWWSSSSSS8'' FW 8'' FW 8'' FW 8'' FW KIRKWOOD BOULEVARD5' BUFFER YARD 'A '10' BUFFER YARD 'E'PROPOSEDEVENT CENTERFUTURERETAILZONE 'AE'100 YEAR FLOOD PLAINZONE 'X'500 YEAR FLOOD PLAINARTIFICIAL TURFEVENT LAWNEXISTING TREE CANOPY, TYP.TREES PROPOSED IN FUTURERETAIL AREA TO BE PLANTEDAT A LATER DATE, TYP.SYMBOLCODECOMMON NAMETREESAUPAUSTRIAN PINEELPELDIRICA PINEJBPJAPANESE BLACK PINEPOPPONDEROSA PINESLPSLASH PINELARGE TREESCEECEDAR ELMCHPCHINESE PISTACHELIOLIVE OAKROKTEXAS RED OAKSMALL TREESCHACHASTE TREEDEWDESERT WILLOWMAGLITTLE GEM DWARF SOUTHERN MAGNOLIASAHSAVANNAH HOLLYTERTEXAS REDBUDSHRUBSCTSCOMPACT TEXAS SAGECGICONCERTINA GERMAN IRISHDLDAYLILLYDBHDWARF BURFORD HOLLYDWMDWARF WAX MYRTLELGALITTLE RICHARD GLOSSY ABELIASALMAY NIGHT SALVIAMFGMEXICAN FEATHERGRASSNGLNEW GOLD LANTANATJUTAM'S JUNIPERAGAVEAGSAGAVE SMOOTHASBAGAVE SUPER BLUEQCPQUADRICOLOR CENTURY PLANTRYURED YUCCASLYSOFT-LEAF YUCCAGROUND COVERSCRJGOLDEN CREEPING JENNYPWCPURPLE WINTERCREEPERSEASEASONAL COLORSOD/SEEDARTARTIFICIAL TURFBERBERMUDA GRASSROCK/GRAVELDEGDECOMPOSED GRANITEDRCDECORATIVE ROCK COBBLEPLANT SCHEDULESTEEL EDGINGARTIFICIAL TURF EDGINGEXISTING TREE TO REMAINMATCHLINE (SEE SHEET L2.1)MATCHLINE (SEE SHEET L2.3)NORTHGRAPHIC SCALE01 inch =204020'NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.001PRELIMINARYFOR REVIEW ONLYThese documents are forDesign Review and notintended for Construction,Bidding or PermitPurposes. They wereprepared by, or under thesupervision of:Megan AbernathyLA#27061901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022LANDSCAPE PLAN - AREA 2JMMMLMMEA------------------FILENAME: 013354 - Planting Plan.dwgPLOTTED BY: Janel MoodyPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 4:10:13 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\PLA\Drawings\Plot SheetsP:\013300\013354\001\PLA\Drawings\Plot Sheets\013354 - Planting Plan L2.2ZA25-0026 EX-P L EX-PL EX-PL EX-PL EX-PL EX-PL EX-PL 5' B U F F E R Y A R D ' A 'FUTURERETAILZONE 'X'500 YEAR FLOOD PLAINSTATE HIGHWAY 114EXISTING TREE CANOPY, TYP.BUILDING SETBACKTREES PROPOSED IN FUTURERETAIL AREA TO BE PLANTEDAT A LATER DATE, TYP.25' BUFFER YARD 'J'SYMBOLCODECOMMON NAMETREESAUPAUSTRIAN PINEELPELDIRICA PINEJBPJAPANESE BLACK PINEPOPPONDEROSA PINESLPSLASH PINELARGE TREESCEECEDAR ELMCHPCHINESE PISTACHELIOLIVE OAKROKTEXAS RED OAKSMALL TREESCHACHASTE TREEDEWDESERT WILLOWMAGLITTLE GEM DWARF SOUTHERN MAGNOLIASAHSAVANNAH HOLLYTERTEXAS REDBUDSHRUBSCTSCOMPACT TEXAS SAGECGICONCERTINA GERMAN IRISHDLDAYLILLYDBHDWARF BURFORD HOLLYDWMDWARF WAX MYRTLELGALITTLE RICHARD GLOSSY ABELIASALMAY NIGHT SALVIAMFGMEXICAN FEATHERGRASSNGLNEW GOLD LANTANATJUTAM'S JUNIPERAGAVEAGSAGAVE SMOOTHASBAGAVE SUPER BLUEQCPQUADRICOLOR CENTURY PLANTRYURED YUCCASLYSOFT-LEAF YUCCAGROUND COVERSCRJGOLDEN CREEPING JENNYPWCPURPLE WINTERCREEPERSEASEASONAL COLORSOD/SEEDARTARTIFICIAL TURFBERBERMUDA GRASSROCK/GRAVELDEGDECOMPOSED GRANITEDRCDECORATIVE ROCK COBBLEPLANT SCHEDULESTEEL EDGINGARTIFICIAL TURF EDGINGEXISTING TREE TO REMAINNORTHGRAPHIC SCALE01 inch =204020'MATCHLINE (SEE SHEET L2.1)MATCHLINE (SEE SHEET L2.2)NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.001PRELIMINARYFOR REVIEW ONLYThese documents are forDesign Review and notintended for Construction,Bidding or PermitPurposes. They wereprepared by, or under thesupervision of:Megan AbernathyLA#27061901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022LANDSCAPE PLAN - AREA 3JMMMLMMEA------------------FILENAME: 013354 - Planting Plan.dwgPLOTTED BY: Janel MoodyPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 4:10:18 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\PLA\Drawings\Plot SheetsP:\013300\013354\001\PLA\Drawings\Plot Sheets\013354 - Planting Plan L2.3ZA25-0026 STEEL EDGINGARTIFICIAL TURF EDGINGEXISTING TREE TO REMAINSYMBOLCODEQTYCOMMON NAMEBOTANICAL NAMECALIPERCONTAINERHEIGHTSPREADTREESAUP15AUSTRIAN PINEPINUS NIGRA3" FIULL TO GROUND65 GAL12`- 14`10"-12"ELP5ELDIRICA PINEPINUS ELDARICA3" FIULL TO GROUND65 GAL12'-14'10"-12"JBP8JAPANESE BLACK PINEPINUS THUNBERGII3" FIULL TO GROUND65 GAL12`- 14`10"-12"POP3PONDEROSA PINEPINUS PONDEROSA3" FIULL TO GROUND65 GAL12'-14'10"-12"SLP3SLASH PINEPINUS ELLIOTTII3" FIULL TO GROUND65 GAL12'-14'10'-12'LARGE TREESCEE10CEDAR ELMULMUS CRASSIFOLIA4"65 GAL12'-14'5`-7`CHP8CHINESE PISTACHEPISTACIA CHINENSIS4"65 GAL12`-14`5`-7`LIO24LIVE OAKQUERCUS VIRGINIANA4"65 GAL12'-14'5`-7`ROK4TEXAS RED OAKQUERCUS BUCKLEYI4"65 GAL12`- 14`5`-7`SMALL TREESCHA14CHASTE TREEVITEX AGNUS-CASTUS4" MULTI-TRUNK65 GAL6' MIN.4`-6`DEW17DESERT WILLOWCHILOPSIS LINEARIS LINEARIS4" MULTI-TRUNK45 GAL6' MIN.4`-6`MAG6LITTLE GEM DWARF SOUTHERN MAGNOLIAFULL TO GROUNDMAGNOLIA GRANDIFLORA `LITTLE GEM`4"65 GAL14'-16'8'-10'SAH17SAVANNAH HOLLYFULL TO GROUNDILEX OPACA 'SAVANNAH'4"65 GAL12'-14'10"-12"TER28TEXAS REDBUDCERCIS CANADENSIS TEXENSIS4" MULTI-TRUNK65 GAL6' MIN.4`-6`SYMBOLCODEQTYCOMMON NAMEBOTANICAL NAMECONTAINERHEIGHTSPREADSPACINGSHRUBSCTS43COMPACT TEXAS SAGELEUCOPHYLLUM FRUTESCENS `COMPACTA`5 GAL.18"-24"14"-16"36" OC.CGI64CONCERTINA GERMAN IRISIRIS X GERMANICA `CONCERTINA`1 GAL6"-12"6"-8"AS SHOWNHDL52DAYLILLYHEMEROCALLIS X 'STELLA DE ORO'1 GAL.6"-12"6"-8"AS SHOWNDBH6DWARF BURFORD HOLLYILEX CORNUTA `BURFORDII NANA`3 GAL18"-24"18"-24"36" OC.DWM243DWARF WAX MYRTLEMYRICA PUMILA3 GAL18"-24"18"-24"36" OC.LGA206LITTLE RICHARD GLOSSY ABELIAABELIA X GRANDIFLORA `LITTLE RICHARD`3 GAL12"-18"12"-18"36" OC.SAL44MAY NIGHT SALVIANATIVE PLANT SPECIESSALVIA X SYLVESTRIS `MAY NIGHT`3 GAL12"-18"12"-18"36" OC.MFG163MEXICAN FEATHERGRASSNASSELLA TENUISSIMA `PONY TAILS`1 GAL8"-10"8"-10"24" OC.NGL78NEW GOLD LANTANALANTANA X 'NEW GOLD'3 GAL8"-10"8"-10"24" OC.TJU14TAM'S JUNIPERJUNIPERUS SABINA 'TAM'3 GAL8"-10"12"-14"36" OC.AGAVEAGS6AGAVE SMOOTHAGAVE DESMETIANA10 GAL.16"-18"16"-18"AS SHOWNASB3AGAVE SUPER BLUEAGAVE AMERICANA 'SUPER BLUE'10 GAL.16"-18"16"-18"AS SHOWNQCP1QUADRICOLOR CENTURY PLANTAGAVE LOPHANTHA 'SPLENDIDA'10 GAL.16"-18"16"-18"AS SHOWNRYU68RED YUCCAHESPERALOE PARVIFLORA3 GAL12"-14"12"-14"36" OC.SLY26SOFT-LEAF YUCCAYUCCA RECURVIFLORA3 GAL10"-12"10"-12"GROUND COVERSCRJ1,018GOLDEN CREEPING JENNYLYSIMACHIA NUMMULARIA 'AUREA'6" POTS2"-3"6"-8"1.5` OC.PWC1,314PURPLE WINTERCREEPERHEAVILY ROOTED, FULLEUONYMUS FORTUNEI `COLORATA`4" POTS2"-3"3"-4"18" OC.SEA383SEASONAL COLORSEASON COLR6" POTS3"-5"4"-6"12" OC.SOD/SEEDART4,206 SFARTIFICIAL TURFARTIFICIAL TURF---BER86,038 SFBERMUDA GRASSCYNODON DACTYLONSOLID SODNANANAROCK/GRAVELDEG564 SFDECOMPOSED GRANITE1/2" - 1/4" MINUS. WASHED. NO FINES.CONTRACTOR TO SUBMIT SAMPLE TOLANDSCAPE ARCHITECT FOR APPROVALDECOMPOSED GRANITE4" THICKNANANADRC1,527 SFDECORATIVE ROCK COBBLEROCK COBBLEDECORATIVE ROCK COBBLE3"-5" STONESNANANAPLANT SCHEDULECITY OF SOUTHLAKE, TX GUIDELINESLANDSCAPE DATA CHARTZONING 'C3'SITE AREA245,192 SFBUILDING AREA 28,005 SFNET SITE AREA228,971 SFREQUIREDPROVIDEDINTERIOR LANDSCAPE AREA REQUIREMENTS@ 50% OF PROPOSED BUILDING FLOOR AREA 14,002 sf75% OF INTERIOR LANDSCAPE TO BE IN FRONT OF/ ALONG SIDE BUILDINGONE CANOPY TREE PER EVERY 500 SF28 CANOPY TREES28 CANOPY TREES(14,002 SF/ 500 SF)ONE ORNAMENTAL TREE PER EVERY 250 SF56 ORN TREES66 ORN TREES14,002 SF/ 250 SF)ONE SHRUB PER EVERY 40 SF350 SHRUBS404 SHRUBS(14,002 SF/ 40 SF)GROUND COVER @ 15% OF BUILDING SF2,100 SF3,810 SF(14,002 SF x 15%)SEASONAL COLOR @ 2% OF BUILDING SF280 SF383 SF(14,002 SF x 2%)PARKING LANDSCAPE REQUIREMENTS15 SF OF LANDSCAPE FOR EVERY PARKING SPACE182 SPACES X 15 SF2,730 SF4,147 SFONE TREE FOR EVERY PARKING ISLAND(15 PARKING ISLANDS)15 CANOPY TREES16 CANOPY TREESSHRUBS, GROUNDCOVER, GRASSES, OR 4,147SF4,239 SFSEASONAL COLOR FOR EVERY PARKING ISLANDBUFFER YARD REQUIREMENTSBUFFER YARD 'J' REQUIREMENTS25 ' BUFFER ALONG PROPERTY LINE10'10'4 CANOPY TREE PER 100 LF 21 CANOPY TREES21 CANOPY TREES(513 LF / 100 LF)2 ORNAMENTAL TREES PER 100 LF11 ORN TREES11 ORN TREES(513 LF / 100 LF)14 SHRUBS PER 100 LF71 SHRUBS72 SHRUBS(513 LF / 100 LF)BUFFER YARD 'A' REQUIREMENTS5' BUFFER YARD ALONG PROPERTY LINE5'5'1 CANOPY TREE PER 100 LF8 CANOPY TREESEXISTING TREE CANOPY(762 LF / 100 LF)2 ORNAMENTAL TREES PER 100 LF15 ORN TREESEXISTING TREE CANOPY(762 LF / 100 LF)8 SHRUBS PER 100 LF61 SHRUBS77 SHRUBS(762 LF / 100 LF)BUFFER YARD 'E' REQUIREMENTS10 ' BUFFER ALONG PROPERTY LINE10'10'1 CANOPY TREE PER 100 LF 7 CANOPY TREES9 CANOPY TREES(629 LF / 100 LF)2 ORNAMENTAL TREES PER 100 LF13 ORN TREES13 ORN TREES(629 LF / 100 LF)8 SHRUBS PER 100 LF51 SHRUBS296 SHRUBS(629 LF / 100 LF)NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.001PRELIMINARYFOR REVIEW ONLYThese documents are forDesign Review and notintended for Construction,Bidding or PermitPurposes. They wereprepared by, or under thesupervision of:Megan AbernathyLA#27061901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022PLANT SHEDULE & DATA CHARTSJMMMLMMEA------------------FILENAME: 013354 - Planting Plan.dwgPLOTTED BY: Janel MoodyPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:54:04 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\PLA\Drawings\Plot SheetsP:\013300\013354\001\PLA\Drawings\Plot Sheets\013354 - Planting Plan PLANTING NOTES & SPECIFICATIONS1.ALL TREES SHALL HAVE STRAIGHT TRUNKS; A CENTRAL LEADER AND BE MATCHING WITHIN VARIETIES2.ALL PLANT AND TREE HEIGHTS AND SPREADS ARE MINIMUMS. ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS INDICATED.3.SOIL MIX FOR ALL PLANTING AREAS SHALL BE MANUFACTURED SOIL, CONSISTING OF MANUFACTURER'S BASIC TOPSOIL, BLENDED INA MANUFACTURING FACILITY WITH SAND, STABILIZED ORGANIC SOIL AMENDMENTS, AND OTHER MATERIALS TO PRODUCE VIABLEPLANTING SOIL. MANUFACTURED SOIL SHOULD ACHIEVE PH OF 5 TO 7.5 AND MINIMUM OF 4 PERCENT ORGANIC-MATTER CONTENT,FRIABLE, AND WITH SUFFICIENT STRUCTURE TO GIVE GOOD TILL AND AERATION.4.AMEND MANUFACTURER'S BASIC SOIL WITH COMMERCIAL FERTILIZER (1/2 POUND PER CUBIC YARD).5.IN TREE AND SHRUB PLANTINGS, APPLY AMENDED SOIL TO MINIMUM DEPTH OF 6-12 INCHES. FOR TURF AREAS, TILL 2" QUALITYTOPSOIL INTO 4" DEPTH OF EXISTING SOIL. A)CONTRACTOR SHALL PREPARE AND FURNISH PROPER SUBGRADE ELEVATIONS FOR USE BY THE LANDSCAPE CONTRACTOR.B)ALL TOPSOIL SHALL BE FREE OF STONES, ROOTS, CLODS, CONCRETE, BASE, CALICHE, CONSTRUCTION DEBRIS, AND ANY OTHERFOREIGN MATERIAL NOT BENEFICIAL FOR PLANT GROWTH6.ALL TREES AND SHRUB AREAS TO BE MULCHED TO A DEPTH OF 3 INCHES WITH SHREDDED TEXAS NATIVE MULCH IN ADDITION TO THEMANUFACTURED SOIL. MAINTAIN A 6" CLEAR AREA FROM THE BASE OF THE TREE FREE OF MULCH TO ALLOW OXYGEN EXCHANGE.7.LAY SOD WITHIN 48 HOURS OF HARVESTING. DO NOT LAY SOD IF DORMANT OR IF GROUND IS FROZEN OR MUDDY.8.LAY SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD; DO NOT STRETCH OR OVERLAP.STAGGER SOD STRIPS OR PADS TO OFFSET JOINTS IN ADJACENT COURSES. AVOID DAMAGE TO SOIL OR SOD DURINGINSTALLATION. TAMP AND ROLL LIGHTLY TO ENSURE CONTACT WITH SOIL, ELIMINATE AIR POCKETS, AND FORM A SMOOTH SURFACE.WORK SIFTED SOIL OR FINE SAND INTO CRACKS BETWEEN PIECES OF SOD; REMOVE EXCESS TO AVOID SMOTHERING SOD ANDADJACENT GRASS.A)LAY SOD ACROSS SLOPES EXCEEDING 1:3.B)ANCHOR SOD ON SLOPES EXCEEDING 1:6 WITH WOOD PEGS OR STEEL STAPLES SPACED AS RECOMMENDED BY SODMANUFACTURER BUT NOT LESS THAN TWO ANCHORS PER SOD STRIP TO PREVENT SLIPPAGE.9.SATURATE SOD WITH FINE WATER SPRAY WITHIN TWO HOURS OF PLANTING. DURING FIRST WEEK AFTER PLANTING, WATER DAILY ORMORE FREQUENTLY AS NECESSARY TO MAINTAIN MOIST SOIL TO A MINIMUM DEPTH OF 1-1/2 INCHES BELOW SOD.10.GENERAL: MAINTAIN AND ESTABLISH TURF BY WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING, REPLANTING, ANDPERFORMING OTHER OPERATIONS AS REQUIRED TO ESTABLISH HEALTHY, VIABLE TURF. ROLL, REGRADE, AND REPLANT BARE ORERODED AREAS AND REMULCH TO PRODUCE A UNIFORMLY SMOOTH TURF. PROVIDE MATERIALS AND INSTALLATION THE SAME ASTHOSE USED IN THE ORIGINAL INSTALLATION. MAINTENANCE PERIOD FOR TURF AREAS ONLY IS 60 DAYS PAST SUBSTANTIALCOMPLETION.11.MOW TURF AS SOON AS TOP GROWTH IS TALL ENOUGH TO CUT. REPEAT MOWING TO MAINTAIN SPECIFIED HEIGHT WITHOUTCUTTING MORE THAN ONE-THIRD OF GRASS HEIGHT. REMOVE NO MORE THAN ONE-THIRD OF GRASS-LEAF GROWTH IN INITIAL ORSUBSEQUENT MOWINGS.12.TURF INSTALLATIONS SHALL MEET THE FOLLOWING CRITERIA AS DETERMINED BY LANDSCAPE ARCHITECT:A)SATISFACTORY SODDED TURF: AT END OF MAINTENANCE PERIOD, A HEALTHY, WELL-ROOTED, EVEN-COLORED, VIABLE TURF HASBEEN ESTABLISHED, FREE OF WEEDS, OPEN JOINTS, BARE AREAS, AND SURFACE IRREGULARITIES.B)SATISFACTORY SEEDED TURF: AT END OF MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE STAND OF GRASS HAS BEENESTABLISHED, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQ. FT.AND BARE SPOTS NOT EXCEEDING 5 BY 5 INCHES.13. STEEL EDGING SHALL BE INSTALLED FOR THE FOLLOWING INTERFACES:-TURF TO SHRUB-TURF TO GROUNDCOVER-GROUNCDOVER TO SEASONAL COLOR-GROUNDCOVER TO GROUNDCOVER13.USE SPECIFIED MATERIALS TO REESTABLISH TURF THAT DOES NOT COMPLY WITH REQUIREMENTS, AND CONTINUE MAINTENANCE UNTILTURF IS SATISFACTORY.14.SPECIAL WARRANTY: INSTALLER AGREES TO REPAIR OR REPLACE PLANTINGS AND ACCESSORIES THAT FAIL IN MATERIALS,WORKMANSHIP, OR GROWTH WITHIN SPECIFIED WARRANTY PERIOD.A)FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:A)A)DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS RESULTING FROM ABUSE, LACK OF ADEQUATEMAINTENANCE, OR NEGLECTED BY OWNER.A)B)STRUCTURAL FAILURES INCLUDING PLANTINGS FALLING OR BLOWING OVER.B)WARRANTY PERIODS: FROM DATE OF SUBSTANTIAL COMPLETION.B)A)TREES, SHRUBS, VINES, AND ORNAMENTAL GRASSES: 12 MONTHS.B)B)GROUNDCOVERS, BIENNIALS, PERENNIALS, AND OTHER PLANTS: 12 MONTHS.15.LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY QUESTIONS REGARDING APPLICATION OF PROPOSED PLANTMATERIAL PRIOR TO INSTALLATION - ESPECIALLY QUESTIONS THAT MAY AFFECT OR ALTER THE WARRANTY OFSAID MATERIAL.16.REMOVE ALL STONES AND DEBRIS LARGER THAN 1 INCH IN ANY DIMENSION ON THE SURFACE IN AREAS WHERE PLANTING OR TURF IS APPLIED.17.ALL QUANTITIES SHOWN ON PLANS TO BE VERIFIED BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR SHALL BERESPONSIBLE FOR INSTALLING ALL LABELED PLANT MATERIAL ON PLANS.18.ALL FINAL SHAPING AND RAKING OF THE TOPSOIL/FINISH GRADES SHALL BE REVIEWED BY OWNER PRIOR TO APPLICATION OF PLANTMATERIAL. BERMS, IF REQUIRED SHALL BE INSTALLED IN 12 INCH LAYERS/LIFTS AND COMPACTED. EXCESSIVE SLOPES ON BERMSWHICH MAY CAUSE MAINTENANCE PROBLEMS SHALL BE REVIEWED BY THE OWNER.19.VERIFY EXISTENCE OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION FOR SITE WORK AND PLANTING.20.CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO PROTECT EXISTING UTILITIES AT ALL TIMES.21.ANY EXISTING SITE IMPROVEMENT OR UTILITY REMOVED, DAMAGED, OR UNDERCUT BY THE CONTRACTOR'S OPERATIONS SHALL BEREPAIRED OR REPLACED AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE AND APPROVED BY THE RESPECTIVE UTILITYAT THE CONTRACTOR'S EXPENSE.22.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITION ANY DAMAGES DONE TO EXISTINGFENCES, CONCRETE ISLANDS, STREET PAVING, CURBS, SHRUBS, TREES, DRIVEWAYS, ETC., SCHEDULE TO REMAIN (NO SEPARATE PAY ITEM).23.TREES WHICH ARE DAMAGED OR LOST DUE TO THE CONTRACTOR'S NEGLIGENCE DURING CONSTRUCTION SHALL BE MITIGATEDAND REPLACED AT CONTRACTOR'S EXPENSE.24.TREES MUST BE MAINTAINED IN GOOD HEALTH THROUGHOUT THE CONSTRUCTION PROCESS. MAINTENANCE MAY INCLUDE, BUT ISNOT LIMITED TO: WATERING THE ROOT PROTECTION ZONE, WASHING FOLIAGE, FERTILIZATION, PRUNING, ADDITIONAL MULCHAPPLICATIONS, AND OTHER MAINTENANCE AS NEEDED ON THE PROJECT.25.ALL DISTURBED AREAS WITHIN LIMITS OF CONSTRUCTION NOT ADDRESSED ON PLANTING PLANS SHALL BE HYDROMULCHED ASDESCRIBED ON PLANS.26.EXISTING ROOTS SHALL BE CUT WITH A ROCK SAW OR BY HAND, NOT BY AN EXCAVATOR OR OTHER ROAD CONSTRUCTIONEQUIPMENT.27.PLANT LIST IS AN AID TO BIDDERS ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES ON PLAN.28.ALL HEIGHTS AND SPREADS ARE MINIMUMS. ALL PLANT MATERIAL SHALL MEET OR EXCEED REMARKS AS INDICATED.L2.4ZA25-0026 NO.DATEDESCRIPTIONREVISIONSDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:550 Bailey Avenue Suite 400 Fort Worth, Texas 76107Tel: 817.335.1121(TXENG FIRM F-1114)DAKOTA'S4/21/202513354.001PRELIMINARYFOR REVIEW ONLYThese documents are forDesign Review and notintended for Construction,Bidding or PermitPurposes. They wereprepared by, or under thesupervision of:Megan AbernathyLA#27061901 W. KIRKWOOD BLVD. SOUTHLAKE, TEXASLOT 1R1R2, BLOCK 1SABRE GROUP CAMPUS ADDITIONU.P. MARTIN SURVEY, ABSTRACT NO. 1015ZA25-0022LANDSCAPE NOTES & DETAILSJMMMLMMEA------------------FILENAME: 013345 - Planting Details.dwgPLOTTED BY: Janel MoodyPLOTTED ON: Monday, April 21, 2025PLOTTED AT: 3:54:20 PMPLOTTED WITH: _96X96.pc3 FULL PATH: P:\013300\013354\001\PLA\Drawings\Plot SheetsP:\013300\013354\001\PLA\Drawings\Plot Sheets\013345 - Planting Details ABDE6"(TYP.)UNDISTURBED SUB-GRADETAMP TO PREVENT SETTLEMENTTREECENTEREDIN HOLE1'-0"KEEP ROOT FLARE EXPOSED3" MULCH LAYERFINISH GRADEBACKFILL PLANTING PIT WITH PREPAREDPLANTING SOIL MIX AS SPECIFIEDSCARIFY SURFACE PRIOR TO BACKFILLINGTO IMPROVE ROOT PENETRATIONNOTES:1.TREE TO BE PLANTED IN SOIL WITHOUT HIGHCONTENT OF CLAY OR HIGH CONTENT OF SAND.2.ANY TREE PRUNING AT THE TIME OF INSTALLATIONSHALL BE COORDINATED WITH OWNER'SREPRESENTATIVE.3.INSTALL STAKING SYSTEM AS PERMANUFACTURER'S INSTRUCTIONS (MIN. 3 PER TREE) WWW.AROBRSTAKES.COM TEL. 214-810-66782 TIMES TREE CONTAINER SIZE1' MIN. CLEARANCE ON ALL SIDESEWPLANVI BIODEGRADABLE LOCKSTAKE LOCATIONBIODEGRADABLE STAKEQUANTITY BASED ON CALIPER SIZESINGLE TRUNK TREE PLANTING WITH ARBOR STAKESSCALE: 1/2"=1'-0"6"(TYP.)UNDISTURBED SUB-GRADETAMP TO PREVENT SETTLEMENTMULTI-TRUNK TREE PLANTING WITH ARBOR STAKESSCALE: 1/2"=1'-0"TREECENTEREDIN HOLE1'-0"KEEP ROOT FLARE EXPOSED3" MULCH LAYERTEMPORARY TREE WELL (4"-6" HT.)FINISH GRADEBACKFILL PLANTING PIT WITH PREPAREDPLANTING SOIL MIX AS SPECIFIEDSCARIFY SURFACE PRIOR TO BACKFILLINGTO IMPROVE ROOT PENETRATIONSAFETY STAKE BY TREE STAKE SOLUTIONS(OR APPROVED EQUIVALENT)SEE NOTES THIS SHEETNOTES:1.TREE TO BE PLANTED IN SOIL WITHOUTHIGH CONTENT OF CLAY OR HIGHCONTENT OF SAND.2.ANY TREE PRUNING AT THE TIME OFINSTALLATION SHALL BE COORDINATEDWITH OWNER'S REPRESENTATIVE.2 TIMES TREE CONTAINER SIZE1' MIN. CLEARANCE ON ALL SIDESGROUNCOVER PLANTING SCALE: NTSFINISH GRADE3" WOODMULCH ORROCK, PER PLNAPLANT SPACINGPER PLANWATER WHENPLANTING TOELIMINATE VOIDSREMOVE EXISTING SOIL TO 12" DEPTH,ROTO TILL BOTTOM 2" EXISTING SOIL TOPREPARE SOIL AFTER EXCAVATION OFBED-TAMP TO PREVENT SETTLEMENTSUBGRADE12" MIN.PLANTINGSOIL PERSPECIFICATIONSWALK3" WOOD MULCH ORROCK, PER PLAN2"MIN.FINISH GRADEOF CONCRETESIDEWALKDIMENSION OF PLANTSPACING MAY VARY(SEE PLANT LIST)NOTE: PLANT GROUNDCOVERUSING TRIANGULAR SPACINGSHRUBPLANTINGSCALE: NTSADJACENT CONCRETEPAVINGPLANT SPACINGPER PLANDIMENSION OFPLANT SPACINGMAY VARY (SEEPLANT SCHEDULE)CONCRETE EDGETRANSITION EDGE3" WOOD MULCHOR ROCK, PER PLANEXPOSE 1" OF TOP OFROOTBALL IN PLANTINGMIX, COVER W/MULCH,TOP OF ROOTBALL TOBE 1" HIGHER THANADJACENT GRADE1" MIN.3" WOOD MULCHOR ROCK, PER PLANSUBGRADE, SEESPECIFICATIONS12" MIN. PLANTING SOILPER SPECIFICATIONSPLANT MATERIAL ASSHOWN ON PLANSNOTE:PLANT USING TRIANGULAR SPACINGUNLESS OTHERWISE NOTEDFORNAMENTAL GRASS PLANTINGSCALE: 1/2"=1'-0"PLANT SPACINGPER PLAN1" MIN.WATER WHEN PLANTINGTO ELIMINATE VOIDS3" WOOD MULCH ORROCK, PER PLANADJACENTPAVING3" WOOD MULCH ORROCK, PER PLANFINISH GRADESUBGRADE12" MIN. PLANTING SOILPER SPECIFICATIONS12"REMOVE EXISTING SOIL TO 12"DEPTH, ROTOTILL BOTTOM 2"EXISTING SOIL INTO PREPAREDSOIL AFTER EXCAVATION OF BED,TAMP TO PREVENT SETTLEMENTNOTE:PLANT USING TRIANGULAR SPACINGUNLESS OTHERWISE NOTEDDIMENSION OF PLANTSPACING MAY VARY(SEE PLANT SCHEDULE)STEEL EDGINGSCALE: 1"=1'-0"16"16" STEEL STAKE AT 5' O.C.(INSTALL PER MANUFACTURER)1/8"x 4" COL-MET STEEL EDGING(BLACK) OR APPROVED EQUALFINISH GRADEPLANTING BEDDECOMPOSED GRANITETURF1/2"1/2"FILTER FABRICRIVER ROCK3"CGRIVER ROCKSCALE: 1" = 1'-0"4"6" MINIMUM OVERLAPUNDISTURBED SOIL OR FILLCOMPACTED TO 95% STANDARDPROCTOR DENSITYRIVER ROCKRAKE SURFACE FLATWEED BARRIER FABRIC -STAKE/TURN DOWN AT EDGEL2.5ZA25-0026 ZA25-0026 46'-9 1/2"24'-4"25'-3"29'-6"ZA25-0026 ZA25-0026 DAKOTA’S SOUTHLAKE | April 21, 2025 1 ZA25-0026 DAKOTA’S SOUTHLAKE | April 21, 2025 2 ZA25-0026 DAKOTA’S SOUTHLAKE | April 21, 2025 3 ZA25-0026 Traffic Impact Analysis Dakota’s Steakhouse and Retail Development Southeast of SH 114 at W. Kirkwood Boulevard Southlake, Texas Prepared for And April 17, 2025 Prepared by Project #13354.001 April 21, 2025 4/21/2025 ZA25-0026 Table of Contents Executive Summary ...................................................................................................... 1 Introduction ................................................................................................................... 2 Purpose .......................................................................................................................... 2 Methodology .................................................................................................................. 2 Site Location and Study Area ...................................................................................... 2 Existing Development .................................................................................................. 6 Proposed Development ................................................................................................ 6 Traffic Study Volumes .................................................................................................. 7 Existing Traffic Volumes ............................................................................................... 7 Forecasted Traffic Volumes ......................................................................................... 7 Trip Generation ............................................................................................................ 7 Trip Distribution and Traffic Assignment .................................................................... 10 Traffic Analysis ........................................................................................................... 10 Level of Service ......................................................................................................... 10 Intersection Analysis .................................................................................................. 12 2025 Existing Analysis ............................................................................................... 12 2026 Forecasted Analysis .......................................................................................... 12 2026 Forecasted and Site Analysis ............................................................................ 12 Access Management ................................................................................................... 18 Driveway Distances.................................................................................................... 18 Sight Distance Analysis .............................................................................................. 18 Auxiliary Lane Analysis .............................................................................................. 18 Conclusions/Recommendations ................................................................................ 19 Dakota’s Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 1 Executive Summary NL Group, Inc retained Dunaway Associates, LLC to prepare a traffic impact analysis (TIA) for the proposed Dakota’s Steakhouse and Retail Development (Project) to be located at 1901 W. Kirkwood Boulevard in the City of Southlake. The Project is planned to consist of a 9,500 SF Dakota’s Steakhouse restaurant, a 9,500 SF event hall and 15,000 SF of retail space. The Project is anticipated to be completed in 2026. The site, as shown in the vicinity map (Exhibit 1) is bounded by commercial office buildings on all sides. Primary access for the development will be through three right-in, right-out driveways. One driveway on the SH 114 NB Frontage Road and two driveways on W. Kirkwood Boulevard. These driveways can be found in the preliminary site plan for the proposed development (See Exhibit 2). Results of the traffic analysis for the development indicates that all of the proposed and existing intersections currently operate at LOS C or better at the 2026 Forecasted and Site scenario in both the AM and PM peak hour analysis. However, it is recommended that the SH 114 and W. Kirkwood Boulevard diamond interchange (after construction is complete and traffic has had a chance to normalize) be studied to update the traffic signal timing as needed. Site access was reviewed, and all driveways meet driveway spacing and sight distance requirements. No auxiliary lanes are recommended for all three driveways. Based on the analysis, Dunaway’s recommends the approval of the Dakota’s Steakhouse and Retail Development in the City of Southlake. Dakota’s Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 2 Introduction NL Group, Inc retained Dunaway Associates, LLC to prepare a traffic impact analysis (TIA) for the proposed Dakota’s Steakhouse and Retail Development (Project) to be located at 1901 W. Kirkwood Boulevard in the City of Southlake. The Project is planned to consist of a 9,500 SF Dakota’s Steakhouse restaurant, a 9,500 SF event hall and 15,000 SF of retail space. The Project is anticipated to be completed in 2026. Purpose This analysis is being provided as required by the City of Southlake and TxDOT Fort Worth District. The purpose of this TIA will focus on the potential impacts the development may have on the adjacent roadways within the study area. After a review of the analysis, potential level of service (LOS) impacts will be identified, and if recommended, improvements to the surrounding roadways and intersections will be proposed. The location of the proposed development can be seen in Exhibit 1. Methodology The traffic impact analysis was performed in accordance with standard transportation engineering procedures. Existing traffic volumes were collected and predicted site traffic was distributed through the study area. Historical traffic volumes were evaluated to estimate an average growth rate for application to the existing traffic volumes. The predicted site related traffic was added to the forecasted traffic volumes, and the traffic analysis was performed for the build-out of the development in 2026. Site Location and Study Area The site, as shown in the vicinity map (Exhibit 1) is bounded by commercial office buildings on all sides. Primary access for the development will be through three right-in, right-out driveways. One driveway on the SH 114 NB Frontage Road and two driveways on W. Kirkwood Boulevard. These driveways can be found in the preliminary site plan for the proposed development (See Exhibit 2). BEGINNINGEX-FOEX-FOEX-FOEX-FOEX-PLEX-WEX-WPLOTTED BY: Jetlyn Toledo ON: Thursday, March 06, 2025 AT: 5:14 PM FILEPATH: P:\013300\013354\001\Civil\CAD\Exhibits\25-0303-Arch Site Plan Overlay\Arch Site Plan Overlay.dwg EXHIBIT TITLEPROJECT NAMEPROJECT ADDRESS/LOCATION0GRAPHIC SCALE IN FEET160RETAILSURFACE PARKING(194 SPACES)DAKOTA'SEVENT SPACETRASH/DELIVERYDROP OFF / VALETROUNDABOUTCOVEREDEVENT LAWNDROPOFF /VALETDriveway 1Driveway 2Driveway 3Exhibit 1 - Preliminary Site PlanDakota's Steakhouse and Retail DevelopmentCity of Southlake, Texas BEGINNINGEX-FOEX-FOEX-FOEX-FOEX-PLEX-WEX-WPLOTTED BY: Jetlyn Toledo ON: Thursday, March 06, 2025 AT: 5:14 PM FILEPATH: P:\013300\013354\001\Civil\CAD\Exhibits\25-0303-Arch Site Plan Overlay\Arch Site Plan Overlay.dwg EXHIBIT TITLEPROJECT NAMEPROJECT ADDRESS/LOCATION0GRAPHIC SCALE IN FEET160RETAILExhibit 2 - Site and VicinityDakota's Steakhouse and Retail DevelopmentCity of Southlake, TexasDriveway 1Driveway 3Driveway 2101102103201902903W KirkwoodBoulevardSH 114SH 114901SolanaBoulevardSITE Dakota’s Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 5 Roadways in the Study Area: • SH 114 NB Frontage Road – is a northbound one-way, three-lane roadway. The road intersects W. Kirkwood Boulevard/Solana Boulevard as a signalized intersection. The road intersects the proposed Driveway 1 as a stop controlled intersection. The posted speed limit is 40 mph. • SH 114 SB Frontage Road – is a southbound one-way, two-lane roadway. The road intersects W. Kirkwood Boulevard/Solana Boulevard as a signalized intersection. The posted speed limit is 40 mph. • Solana Boulevard/W. Kirkwood Boulevard – is a two-way, six-lane divided roadway that runs from west to east. Per the City of Southlake Master Thoroughfare Plan the roadway is classified as A4D 100’ Arterial. To the west of SH 114 the road is named Solana Boulevard; to the east of SH 114 the road is named W. Kirkwood Boulevard. The road intersects the SH 114 frontage roads and T. W. King Road as signalized intersections. W. Kirkwood Boulevard intersects the existing Varispace Driveway and the proposed Driveway 2 and Driveway 3 as stop controlled intersections. The posted speed limit is 30 mph. • T. W. King Road – is a two-way, four-lane undivided roadway. Per the City of Southlake Master Thoroughfare Plan the roadway is classified as C2U 70’ Collector. The road intersects W. Kirkwood Boulevard as a signalized intersection. The posted speed limit is 30 mph. Intersections in the Study Area include: (See Exhibit 1) W. Kirkwood Boulevard (from West to East) at: • SH 114 SB Frontage Road - [SIGNALIZED] is currently under construction and proposed as a signalized intersection with three approaches. The eastbound approach has one advanced left turn lane, two thru lanes, and one channelized right turn lane. The southbound approach has one channelized U-turn lane, one left turn lane, one shared thru and left lane, and one share thru and right turn lane. The westbound approach has one left turn lane, one shared left and thru lane, and one thru lane. • SH 114 NB Frontage Road - [SIGNALIZED] is currently under construction and proposed as a signalized intersection with three approaches. The northbound approach has one channelized U-turn lane, one left turn lane, one shared left and thru lane, one thru lane and one channelized right turn lane. The westbound approach has one advanced left turn lane, two thru lanes and one channelized right turn lane. The eastbound approach has one left turn lane, one shared left and thru lane, and one thru lane. • Site Driveway 2 - [UNSIGNALIZED] is proposed as a stop controlled intersection with three approaches. The northbound approach will have one right turn lane. The eastbound approach will have two thru lanes and one shared thru and right lane. The westbound approach will have three thru lanes. Dakota’s Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 6 • Varispace Driveway - [UNSIGNALIZED] exists as an unsignalized intersection with three approaches. The eastbound approach has one left turn lane and three thru lanes. The southbound approach has one left turn lane and one right turn lane. The westbound approach has one shared thru and left lane, one thru lane and one shared thru and right lane. The site driveway is stop controlled. • Site Driveway 3 - [UNSIGNALIZED] is proposed as a stop controlled intersection with three approaches. The northbound approach will have one right turn lane. The eastbound approach will have two thru lanes and one shared thru and right lane. The westbound approach will have three thru lanes. • T. W. King Road – [SIGNALIZED] exists as a signalized intersection with four approaches. The northbound approach has one left turn lane and shared thru and right lane. The eastbound approach has one left turn lane, two thru lanes, and one right turn lane. The southbound approach has one left turn lane, one shared thru and right turn lane, and one right turn lane. The westbound approach has one shared thru and left turn lane and one shared thru and right turn lane. SH 114 NB Frontage Road at: • Site Driveway 1 - [UNSIGNALIZED] is proposed as a stop controlled intersection with two approaches. The northbound approach will have two thru lanes and one shared thru and right lane. The westbound approach will have one right turn lane. Existing Development The site is vacant with undeveloped land. Existing surrounding developments consist of commercial office buildings on all sides. Proposed Development The restaurant and retail development is planned to consist of a 9,500 SF Dakota’s Steakhouse restaurant, a 9,500 SF event hall and 15,000 SF of retail space with an anticipated completion in 2026. Primary access for the development will be through three right-in, right-out driveways. One driveway on the SH 114 NB Frontage Road and two driveways on W. Kirkwood Boulevard. Exhibit 2 shows the proposed preliminary site plan. Table 1 summarizes the assumed land use and quantities for the purpose of this traffic study. Table 1. Land Use Assumptions *In the ITE Trip Generation, 11th Edition, a use does not exist for an Event Hall, therefore Dunaway has assumed that a Recreational Community Center (ITE Code 495) is a suitable substitute for an Event Hall use. ITE Code Land Use Description Unit Expected Units 931 Fine Dining Restaurant SF 9,500 495 Recreational Community Center (Event Hall)* SF 9,500 822 Strip Retail Plaza (<40k) SF 15,000 Dakota’s Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 7 Traffic Study Volumes Existing Traffic Volumes The traffic data was collected in February 2025 at four existing intersections. These counts can be found in the Appendix. The locations are as follows: 1. W. Kirkwood Boulevard and SH 114 SB Frontage Road (Signalized) 2. W. Kirkwood Boulevard and SH 114 NB Frontage Road (Signalized) 3. W. Kirkwood Boulevard and Varispace Driveway (Unsignalized) 4. W. Kirkwood Boulevard and T. W. King Road (Signalized) The peak turning movement volumes for each day were used in the analysis of the study area intersections as a conservative approach to reflect the existing conditions. The raw traffic count data is provided in the Appendix. Exhibit 3a and 3b shows the existing 2024 traffic counts during the AM and PM peak hours, respectively. Signal timing plans provided by the City of Southlake and TxDOT, video observation of signal operations, and engineering judgment were used to simulate existing conditions at the signalized intersections. These traffic volumes and signal timings were utilized for the background volumes and operations in the SYNCHRO analysis. Forecasted Traffic Volumes To assist in developing a predicted annual growth rate for the analysis of future traffic volumes, Dunaway reviewed the historical traffic volumes in the vicinity of the site. Using the information from TxDOT’s STARS II system and obtained traffic volumes, a growth rate of 1.5 percent was calculated. This growth rate will be applied to the existing traffic volumes to project the anticipated traffic conditions in 2026. Calculations and supporting data are provided in the Appendix. Trip Generation The Institute of Transportation Engineers (ITE) provides predicted trip generation rates and equations for several land uses as provided in ITE Trip Generation, 11th Edition. These rates are based on individual sites to compute driveway volumes for particular land uses. The summary of trip generation rates provided by ITE Trip Generation, 11th Edition for the development is provided in Table 2. The summary of trips entering/exiting the development based on the ITE Trip Generation, 11th Edition are provided in Table 3. Table 2. Summary of Trip Generation Rates Land Use ITE Code Unit Period Trip Rate Distribution Rate (%) In Out Fine Dining Restaurant 931 SF Daily 83.84 (X) 50 50 AM 0.73 (X) 50 50 PM 7.80 (X) 67 33 Recreational Community Center (Event Hall) 495 SF Daily 28.82 (X) 50 50 AM 1.91 (X) 66 34 PM 2.50 (X) 47 53 Strip Retail Plaza (<40k) 822 SF Daily 54.45 (X) 50 50 AM 2.36 (X) 60 40 PM 6.59 (X) 50 50 BEGINNINGEX-FOEX-FOEX-FOEX-FOEX-PLEX-WEX-WPLOTTED BY: Jetlyn Toledo ON: Thursday, March 06, 2025 AT: 5:14 PM FILEPATH: P:\013300\013354\001\Civil\CAD\Exhibits\25-0303-Arch Site Plan Overlay\Arch Site Plan Overlay.dwg EXHIBIT TITLEPROJECT NAMEPROJECT ADDRESS/LOCATION0GRAPHIC SCALE IN FEET160RETAILSURFACE PARKING(194 SPACES)DAKOTA'SEVENT SPACETRASH/DELIVERYDROP OFF / VALETROUNDABOUTCOVEREDEVENT LAWNDROPOFF /VALETExhibit 3a - 2025 Existing AM Turning Movement CountsDakota's Steakhouse and Retail DevelopmentCity of Southlake, Texas1234567111210110210320112345671112Solana Boulevard 186135 137494 SH 114 SB Frontage Road307170202101SH 114 NB Frontage Road428115105W. Kirkwo o d B o u l e v a r d 2 2 1 2 6 8 20921102T W King Road East1006317741W. Kirkwood Boulevard05034T W King Road East753174103W. K i rkwood Bou le va rd 88284W. Kirkwood Boulevard02187Varispace Driveway09201T160 BEGINNINGEX-FOEX-FOEX-FOEX-FOEX-PLEX-WEX-WPLOTTED BY: Jetlyn Toledo ON: Thursday, March 06, 2025 AT: 5:14 PM FILEPATH: P:\013300\013354\001\Civil\CAD\Exhibits\25-0303-Arch Site Plan Overlay\Arch Site Plan Overlay.dwg EXHIBIT TITLEPROJECT NAMEPROJECT ADDRESS/LOCATION0GRAPHIC SCALE IN FEET160RETAILSURFACE PARKING(194 SPACES)DAKOTA'SEVENT SPACETRASH/DELIVERYDROP OFF / VALETROUNDABOUTCOVEREDEVENT LAWNDROPOFF /VALETExhibit 3b - 2025 Existing PM Turning Movement CountsDakota's Steakhouse and Retail DevelopmentCity of Southlake, Texas1234567111210110210320112345671112Solana Boulevard 290508 224163 SH 114 SB Frontage Road2309390101SH 114 NB Frontage Road9032211W. Kirkwo o d B o u l e v a r d 4 4 9 7 5 301292102T W King Road East290027561W. Kirkwood Boulevard027964T W King Road East400180103W. K i rkwood Bou leva rd 680W. Kirkwood Boulevard04824Varispace Driveway4103201T160 Dakota’s Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 10 Table 3. Summary of Gross Primary Trips ITE Code Unit Qty. Daily AM Peak Hour PM Peak Hour Enter Exit Enter Exit Fine Dining Restaurant 931 SF 9,500 796 7 7 50 24 Recreational Community Center 495 SF 9,500 274 12 6 11 13 Strip Retail Plaza (<40k) 822 SF 15,000 817 21 14 49 50 Total 1887 40 27 110 87 Due to the low quantity of proposed land uses, as a conservative approach, internal capture or pass-by will not be considered in the TIA. Trip Distribution and Traffic Assignment The assumed trip origin and destination of peak hour site traffic assignment to and from the development were based on the existing traffic counts and proposed land use. The following are the general orientation calculations for the various land uses: Detailed Trip Distribution: • 30 percent to/from the north via SH 114 • 50 percent to/from the south via SH 114 • 15 percent to/from the west via Solana Boulevard • 5 percent to/from the east via W. Kirkwood Boulevard The calculated trip distribution was based on a percentage of the total amount of inbound/outbound trips and turning movement traffic counts. Entering and exiting primary site trip assignment was calculated by multiplying the calculated percentages by the total entering and exiting primary trip generation for both peak hours. Exhibit 4 shows the trip distribution percentages. Traffic Analysis Level of Service For intersection analysis, Level of Service (LOS) is defined by delay in seconds per vehicle at an intersection within a critical peak hour as detailed in Table 4 for both signalized and unsignalized intersections. Table 4. Intersection Level of Service (LOS) Level of Service, LOS Signalized Intersection Average Delay per Vehicle, seconds Unsignalized Intersection Average Delay per Vehicle, seconds A ≤ 10 ≤ 10 B > 10 ≤ 20 > 10 ≤ 15 C > 20 ≤ 35 > 15 ≤ 25 D > 35 ≤ 55 > 25 ≤ 35 E > 55 ≤ 80 >35 ≤ 50 F > 80 > 50 Source: Highway Capacity Manual 7th Edition, Transportation Research Board, 2022 BEGINNINGEX-FOEX-FOEX-FOEX-FOEX-PLEX-WEX-WPLOTTED BY: Jetlyn Toledo ON: Thursday, March 06, 2025 AT: 5:14 PM FILEPATH: P:\013300\013354\001\Civil\CAD\Exhibits\25-0303-Arch Site Plan Overlay\Arch Site Plan Overlay.dwg EXHIBIT TITLEPROJECT NAMEPROJECT ADDRESS/LOCATION0GRAPHIC SCALE IN FEET160RETAILSURFACE PARKING(194 SPACES)DAKOTA'SEVENT SPACETRASH/DELIVERYDROP OFF / VALETROUNDABOUTCOVEREDEVENT LAWNDROPOFF /VALETExhibit 4 - Trip Distribution PercentagesDakota's Steakhouse and Retail DevelopmentCity of Southlake, TexasT160na Boulevard 14 SB Frontage RoadSH 114 NB Frontage RoadW. Kirkwood Bou l e v a r d T W King Road EastW. Kirkw d EastVarispace DrivewaySH 114 NB Frontage Roa Dri v ew a y 1 SH 114 NB Frontage RoadDriveway 2W. K i r kwood Bo u l e v a rd W. K i rkwood Bou leva rd Driveway 3W. Kirkwood BoulevardW. Kirkwood BoulevardInboundOutbound50%95%50%50%15%15%45%30%2.5%50%5%5%5%45%30%15%22.5%27.5%2.5%22.5% Dakota’s Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 12 Intersection Analysis AM and PM peak hour intersection analyses were performed for all study intersections, as discussed below, utilizing SYNCHRO software. The LOS for each approach is shown, along with the delay/vehicle in seconds. For signalized intersections, overall LOS is also shown. 2025 Existing Analysis The traffic data in the project area was collected on a weekday in February 2025. The peak turning movement volumes collected at the intersections mentioned previously reflect the existing 2025 traffic conditions. The existing 2025 traffic counts can be seen in Exhibit 3a and 3b. The raw traffic count data is provided in the Appendix. The diamond interchange at SH 114 is currently under construction and this scenario was analyzed with current conditions, which exclude the channelized U-turns and the channelized right turn lane from the SH 114 NB Frontage Road to eastbound W. Kirkwood Boulevard. The study intersections were analyzed within SYNCHRO 12. All the existing intersections currently operate at LOS C or better during both the AM and PM peak hours. The results of the intersection capacity analyses are provided in Table 5 and the SYNCHRO analysis reports are provided in the Appendix. 2026 Forecasted Analysis To analyze the impacts of the background traffic growth prior to the development opening, the existing traffic was grown using the 1.5 percent growth rate and the intersections were configured to match the plans for the full buildout of the diamond interchange. To consider the new channelized U-turns, left turns on to W. Kirkwood Boulevard at the southbound and northbound SH 114 frontage roads were decreased by 10 percent. The 2026 Forecasted volumes for both peak hours can be seen in Exhibit 5a and 5b. All the existing intersections currently operate at LOS C or better during both the AM and PM peak hours. The results of the intersection capacity analyses are provided in Table 5. The SYNCHRO analysis reports and the interchange plans are provided in the Appendix. 2026 Forecasted and Site Analysis To analyze the impacts of the proposed restaurant and retail development opening in 2026; site traffic was added to the previous roadway network and study intersections. The 2026 Forecasted and Site traffic volumes for both peak hours can be seen in Exhibit 6a and 6b. All the existing intersections currently operate at LOS C or better during both the AM and PM peak hours. The results of the intersection capacity analyses are provided in Table 5 and the SYNCHRO analysis reports are provided in the Appendix. Dakota’s Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 13 Table 5. Peak Hour Intersection Capacity Analysis Results, Level Of Service (LOS) and Queue Delay Intersection 2025 Existing 2026 Forecasted 2026 Forecasted and Site W. Kirkwood Boulevard at SH 114 SB Frontage Road 1 101 AM PM AM PM AM PM EB LOS Delay C 34.5 D 38.3 C 30.1 D 36.7 C 30.4 D 37.2 WB A 6.0 B 11.5 A 5.0 A 4.8 A 5.1 A 5.0 SB C 28.5 D 42.1 B 19.3 D 36.3 B 19.7 D 37.6 Overall C 21.8 C 33.3 B 16.3 C 29.5 B 16.6 C 30.1 W. Kirkwood Boulevard at SH 114 NB Frontage Road 1 102 AM PM AM PM AM PM EB LOS Delay A 6.7 B 12.1 A 3.3 A 3.3 A 3.3 A 4.2 WB D 48.4 D 44.4 D 46.4 D 44.3 D 45.7 D 45.8 NB D 36.7 D 43.8 C 32.3 D 41.0 C 32.6 D 40.9 Overall C 27.7 C 32.9 C 23.9 C 29.0 C 23.8 C 29.0 W .Kirkwood Boulevard at T. W. King Road 1 103 AM PM AM PM AM PM EB LOS Delay A 7.6 A 8.6 A 7.6 A 8.7 A 7.6 A 8.6 WB B 13.1 B 15.2 B 13.2 B 15.3 B 13.2 B 15.4 NB C 21.0 C 20.5 C 21.1 C 20.6 C 21.1 C 20.6 SB B 13.6 B 14.9 B 13.6 B 14.8 B 13.6 B 14.9 Overall B 11.0 B 14.2 B 11.0 B 14.3 B 11.0 B 14.3 W. Kirkwood Boulevard at Varispace Driveway 2 201 AM PM AM PM AM PM EB LOS Delay B 10.2 B 10.4 B 10.2 B 10.5 B 10.2 B 10.5 SBL A 0.0 B 12.5 A 0.0 B 12.5 A 0.0 B 12.8 SBR B 10.0 B 12.7 B 10.0 B 12.8 B 10.0 B 12.8 SH 114 NB Frontage Road at Driveway 1 2 901 AM PM AM PM AM PM WB LOS Delay N/A N/A N/A N/A B 12.1 B 11.7 W. Kirkwood Boulevard at Driveway 2 2 902 AM PM AM PM AM PM NB LOS Delay N/A N/A N/A N/A B 10.4 A 9.4 W. Kirkwood Boulevard at Driveway 3 2 903 AM PM AM PM AM PM NB LOS Delay N/A N/A N/A N/A A 10.0 A 9.3 1 – Signalized Intersection, (A, B, C, D, E, F = LOS) 2 – Two-Way Stop, (A, B, C, D, E, F = LOS) BEGINNINGEX-FOEX-FOEX-FOEX-FOEX-PLEX-WEX-WPLOTTED BY: Jetlyn Toledo ON: Thursday, March 06, 2025 AT: 5:14 PM FILEPATH: P:\013300\013354\001\Civil\CAD\Exhibits\25-0303-Arch Site Plan Overlay\Arch Site Plan Overlay.dwg EXHIBIT TITLEPROJECT NAMEPROJECT ADDRESS/LOCATION0GRAPHIC SCALE IN FEET160RETAILSURFACE PARKING(194 SPACES)DAKOTA'SEVENT SPACETRASH/DELIVERYDROP OFF / VALETROUNDABOUTCOVEREDEVENT LAWNDROPOFF /VALETExhibit 5a - 2026 Forecasted AM Turning Movement CountsDakota's Steakhouse and Retail DevelopmentCity of Southlake, TexasT160Solana Boulevard 189137 139501 SH 114 SB Frontage Road280173205SH 114 NB Frontage Road391117107W. Kirkwo o d B o u l e v a r d 2 2 4 2 7 2 21221T W King Road East1006418042W. Kirkwood Boulevard05135T W King Road East7631778928802217Varispace Driveway09W. K i r kwood Bo u l e v a rd W. K i rkwood Bou leva rd W. Kirkwood BoulevardW. Kirkwood Boulevard BEGINNINGEX-FOEX-FOEX-FOEX-FOEX-PLEX-WEX-WPLOTTED BY: Jetlyn Toledo ON: Thursday, March 06, 2025 AT: 5:14 PM FILEPATH: P:\013300\013354\001\Civil\CAD\Exhibits\25-0303-Arch Site Plan Overlay\Arch Site Plan Overlay.dwg EXHIBIT TITLEPROJECT NAMEPROJECT ADDRESS/LOCATION0GRAPHIC SCALE IN FEET160RETAILSURFACE PARKING(194 SPACES)DAKOTA'SEVENT SPACETRASH/DELIVERYDROP OFF / VALETROUNDABOUTCOVEREDEVENT LAWNDROPOFF /VALETExhibit 5b - 2026 Forecasted PM Turning Movement CountsDakota's Steakhouse and Retail DevelopmentCity of Southlake, TexasT160Solana Boulevard 294516 227165 SH 114 SB Frontage Road2109491SH 114 NB Frontage Road8232711W. Kirkwo o d B o u l e v a r d 4 5 6 7 6 306296T W King Road East290027571W. Kirkwood Boulevard028365T W King Road East410183W. K i rkwood Bou leva rd 681W. Kirkwood Boulevard04894Varispace Driveway4105 BEGINNINGEX-FOEX-FOEX-FOEX-FOEX-PLEX-WEX-WPLOTTED BY: Jetlyn Toledo ON: Thursday, March 06, 2025 AT: 5:14 PM FILEPATH: P:\013300\013354\001\Civil\CAD\Exhibits\25-0303-Arch Site Plan Overlay\Arch Site Plan Overlay.dwg EXHIBIT TITLEPROJECT NAMEPROJECT ADDRESS/LOCATION0GRAPHIC SCALE IN FEET160RETAILSURFACE PARKING(194 SPACES)DAKOTA'SEVENT SPACETRASH/DELIVERYDROP OFF / VALETROUNDABOUTCOVEREDEVENT LAWNDROPOFF /VALETExhibit 6a - 2026 Forecasted and Site AM Turning Movement CountsDakota's Steakhouse and Retail DevelopmentCity of Southlake, TexasT1604 30 430Solana Boulevard 189137 139501 SH 114 SB Frontage Road280173205SH 114 NB Frontage Road391117107W. K i r kw o o d B o u l e v a r d 2 2 4 2 7 2 21221T W King Road East1006418042W. Kirkwood Boulevard05135T W King Road East7631778928802217Varispace Driveway09SH 114 NB Frontage Road6580Dri v ew a y 1 0 SH 114 NB Frontage RoadDriveway 20W. K i r kwood Bo u l e v a rd 3 7 9 0 W. K i rkwood Bou leva rd 230Driveway 30W. Kirkwood Boulevard2880W. Kirkwood Boulevard2286 200 62131313Solana Boulevard195195195137 139139505505 SH 114 SB Frontage Road292292173173205SH 114 NB Frontage Road395395125125107W. K i r kw o o d B o u l e v a r d 2 2 4 2 2 4 2 9 0 2 9 0 21221221221T W King Road East1006418218242W. Kirkwood Boulevard0535335T W King Road East7631771778929829829822212212217Varispace Driveway09SH 114 NB Frontage Road65865865820Dri v ew a y 1 2 6 SH 114 NB Frontage RoadDriveway 21W. K i r kwood Bo u l e v a rd 3 8 8 3 8 8 3 8 8 9 W. K i rkwood Bou leva rd 230230230Driveway 31W. Kirkwood Boulevard28928928911W. Kirkwood Boulevard230230230 BEGINNINGEX-FOEX-FOEX-FOEX-FOEX-PLEX-WEX-WPLOTTED BY: Jetlyn Toledo ON: Thursday, March 06, 2025 AT: 5:14 PM FILEPATH: P:\013300\013354\001\Civil\CAD\Exhibits\25-0303-Arch Site Plan Overlay\Arch Site Plan Overlay.dwg EXHIBIT TITLEPROJECT NAMEPROJECT ADDRESS/LOCATION0GRAPHIC SCALE IN FEET160RETAILSURFACE PARKING(194 SPACES)DAKOTA'SEVENT SPACETRASH/DELIVERYDROP OFF / VALETROUNDABOUTCOVEREDEVENT LAWNDROPOFF /VALETExhibit 6b - 2026 Forecasted and Site PM Turning Movement CountsDakota's Steakhouse and Retail DevelopmentCity of Southlake, TexasT1604 30 430Solana Boulevard 189137 139501 SH 114 SB Frontage Road280173205SH 114 NB Frontage Road391117107W. K i r kw o o d B o u l e v a r d 2 2 4 2 7 2 21221T W King Road East1006418042W. Kirkwood Boulevard05135T W King Road East7631778928802217Varispace Driveway09SH 114 NB Frontage Road6580Dri v ew a y 1 0 SH 114 NB Frontage RoadDriveway 20W. K i r kwood Bo u l e v a rd 3 7 9 0 W. K i rkwood Bou leva rd 230Driveway 30W. Kirkwood Boulevard2880W. Kirkwood Boulevard22890 90Solana Boulevard 294516 227165 SH 114 SB Frontage Road2109491SH 114 NB Frontage Road8232711W. K i r kw o o d B o u l e v a r d 4 5 6 7 6 306296T W King Road East290027571W. Kirkwood Boulevard028365T W King Road East41018368104894Varispace Driveway4105SH 114 NB Frontage Road4290D r i v ew a y 1 0 SH 114 NB Frontage RoadDriveway 20W. K i r kwood Bou l e v a rd 8 7 0 W. K i rkwood Bou leva rd 594Driveway 30W. Kirkwood Boulevard850W. Kirkwood Boulevard4955 300 53393939Solana Boulevard310310310516 227227178178 SH 114 SB Frontage Road244244949491SH 114 NB Frontage Road959535335311W. K i r kw o o d B o u l e v a r d 4 5 6 4 5 6 1 2 6 1 2 6 306306306296T W King Road East29002761611W. Kirkwood Boulevard028928965T W King Road East410183183610810810864894894894Varispace Driveway4105SH 114 NB Frontage Road42942942955Dri v ew a y 1 8 3 SH 114 NB Frontage RoadDriveway 22W. K i r kwood Bo u l e v a rd 1 1 2 1 1 2 1 1 2 2 5 W. K i rkwood Bou leva rd 594594594Driveway 32W. Kirkwood Boulevard87878731W. Kirkwood Boulevard501501501 Dakota’s Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 18 Access Management Driveway Distances The proposed development will have three points of access; two that will be located on W. Kirkwood Boulevard and one that will be located on the SH 114 NB Frontage Road. All three driveways will operate as right in, right out. W. Kirkwood Boulevard is under the jurisdiction of the City of Southlake and the SH 114 NB Frontage Road is under the jurisdiction of TxDOT. However, the City of Southlake, in their Driveway Ordinance No. 634 has more restrictive requirements than TxDOT. Therefore, only the City of Southlake requirements are evaluated. According to the City of Southlake Master Throughfare Plan, W. Kirkwood Boulevard is considered an ARTERIAL street and the SH 114 Frontage Roads are classified in their own category. The minimum distances approved for city streets are provided in Table 6. The proposed future streets/driveways are listed in Table 7. As indicated in Table 7, the proposed driveways meet the required separation distance. Table 6. City of Southlake Minimum Driveway Spacing Criteria Street Type Driveway Spacing (ft) ARTERIAL 200’ SH 114 & Frontage Roads 200’ Source: Table One. Driveway Ordinance, Ordinance No. 634, City of Southlake Table 7. City of Southlake Driveway Spacing Criteria Evaluation Intersection Next Intersection Previous Intersection Criteria Satisfied W. Kirkwood Boulevard Commercial Driveway Driveway 1 at SH 114 NB Frontage Road 410’ >1000’ YES Driveway 3 SH 114 NB Frontage Road Driveway 2 at W. Kirkwood Boulevard 380’’ 235’ YES T. W. King Road Driveway 2 Driveway 3 at W. Kirkwood Boulevard 230’ 380’ YES Sight Distance Analysis Sight distance at the proposed driveways was analyzed for the design sight distance and stopping sight distance. W. Kirkwood Boulevard has a posted speed limit of 30 mph. Based on the location of Driveway 2 and Driveway 3 and that W. Kirkwood Boulevard is relatively straight and free of visual obstructions, no sight distance issues are anticipated at these driveways. SH 114 NB Frontage Road has a posted speed limit of 40 mph. Due to the recent construction of the frontage road, visibility has been improved and no sight distance issues are anticipated at Driveway 1. Auxiliary Lane Analysis Based on the trip generation numbers, a right or left turn deceleration lane is not required at any site driveway (speed limit ≤ 40 mph, no driveway above 120 peak hour trips). The proposed Dakota’s Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 19 driveway along the SH 114 Northbound Frontage Road already includes a right turn deceleration lane as part of the SH 114 corridor improvements. Conclusions/Recommendations Results of the traffic analysis for the development indicates that all of the proposed and existing intersections currently operate at LOS C or better at the 2026 Forecasted and Site scenario in both the AM and PM peak hour analysis. However, it is recommended that the SH 114 and W. Kirkwood Boulevard diamond interchange (after construction is complete and traffic has had a chance to normalize) be studied to update the traffic signal timing as needed. Site access was reviewed, and all driveways meet driveway spacing and sight distance requirements. No auxiliary lanes are recommended for all three driveways. Based on the analysis, Dunaway’s recommends the approval of the Dakota’s Steakhouse and Retail Development in the City of Southlake. TXDOT DATA APPENDIX TXDOT DATA APPENDIXTXDOT PLANS 160 T 160 TXDOT DATA 2009 5010 2014 5385 1.5% 2019 6819 5.3% 2024 5990 -2.4% 1.5% Estimated from traffic counts---> TURNING MOVEMENT COUNTS SUMMARY Project D SZCZESNY - ROANOKE - KIRKWOOD BLVD & SH 114 FR - DUNAWAY Project Code 19C Site Name A. SH 114 EBFR @ SOLANA BLVD Legs and Movements All Processed Legs & Movements Count Interval 15 Start Time 07:00 End Time 17:45 Location A. SH 114 EBFR @ SOLANA BLVD Latitude and Longitude (32.981846, -97.167808) START END PHF AM PEAK PM PEAK Mid-Day PEAK Forced Peak AM Forced Peak PM 2025-02-13 07:30:00 2025-02-13 08:30:00 0.92 2025-02-13 16:45:00 2025-02-13 17:45:00 0.8 Page No - 1 A. SH 114 EBFR @ SOLANA BLVD 32.9818460012394, -97.16780765014668 2025-02-13 Lights Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 40 57 0 0 0 0 0 0 0 0 0 0 0 27 24 0 0 0 35 38 18 0 0 0 07:15 37 73 0 0 0 0 0 0 0 0 0 0 0 27 29 0 0 0 41 67 26 0 0 0 07:30 49 114 0 0 0 0 0 0 0 0 0 0 0 41 38 0 0 0 60 81 40 0 0 0 07:45 30 128 0 0 0 0 0 0 0 0 0 0 0 56 40 0 0 0 95 38 53 0 0 0 Hourly Total 156 372 0 0 0 0 0 0 0 0 0 0 0 151 131 0 0 0 231 224 137 0 0 0 08:00 26 131 0 0 0 0 0 0 0 0 0 0 0 51 30 0 0 0 81 32 42 0 0 0 08:15 29 118 0 0 0 0 0 0 0 0 0 0 0 38 23 0 0 0 67 17 67 0 0 0 08:30 41 92 0 0 0 0 0 0 0 0 0 0 0 41 25 0 0 0 64 20 32 0 0 0 08:45 33 87 0 0 0 0 0 0 0 0 0 0 0 33 18 0 0 0 110 22 44 0 0 0 Hourly Total 129 428 0 0 0 0 0 0 0 0 0 0 0 163 96 0 0 0 322 91 185 0 0 0 16:00 33 41 0 0 0 0 0 0 0 0 0 0 0 38 94 0 0 0 51 30 22 0 0 0 16:15 33 40 0 0 0 0 0 0 0 0 0 0 0 26 82 0 0 0 29 16 16 0 0 0 16:30 43 41 0 0 0 0 0 0 0 0 0 0 0 65 89 0 0 0 28 12 19 0 0 0 16:45 38 37 0 0 0 0 0 0 0 0 0 0 0 47 73 0 0 0 67 7 30 0 0 0 Hourly Total 147 159 0 0 0 0 0 0 0 0 0 0 0 176 338 0 0 0 175 65 87 0 0 0 17:00 60 46 0 0 0 0 0 0 0 0 0 0 0 92 222 0 0 0 46 11 18 0 0 0 17:15 40 34 0 0 0 0 0 0 0 0 0 0 0 93 124 0 0 0 70 41 24 0 0 0 17:30 81 45 0 0 0 0 0 0 0 0 0 0 0 56 89 0 0 0 45 32 17 0 0 0 17:45 47 48 0 0 0 0 0 0 0 0 0 0 0 47 52 0 0 0 48 6 17 0 0 0 Hourly Total 228 173 0 0 0 0 0 0 0 0 0 0 0 288 487 0 0 0 209 90 76 0 0 0 Total 660 1132 0 0 0 0 0 0 0 0 0 0 0 778 1052 0 0 0 937 470 485 0 0 0 Page No - 2 A. SH 114 EBFR @ SOLANA BLVD 32.9818460012394, -97.16780765014668 2025-02-13 Mediums Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 07:15 1 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 07:30 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 07:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 Hourly Total 2 3 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 4 0 0 0 0 0 08:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 08:15 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 08:30 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 Hourly Total 3 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 1 0 0 0 16:00 1 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 16:15 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 16:45 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 1 0 0 0 Hourly Total 4 4 0 0 0 0 0 0 0 0 0 0 0 5 1 0 0 0 2 2 2 0 0 0 17:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 17:30 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 Total 13 8 0 0 0 0 0 0 0 0 0 0 0 8 6 0 0 0 7 5 3 0 0 0 Page No - 3 A. SH 114 EBFR @ SOLANA BLVD 32.9818460012394, -97.16780765014668 2025-02-13 Articulated Trucks Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 16:00 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 Total 1 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 Page No - 4 A. SH 114 EBFR @ SOLANA BLVD 32.9818460012394, -97.16780765014668 2025-02-13 Bicycles on Road Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page No - 5 A. SH 114 EBFR @ SOLANA BLVD 32.9818460012394, -97.16780765014668 2025-02-13 Total Volume Class Breakdown Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 07:00 40 57 0 0 97 0 0 0 0 0 0 0 0 0 0 27 25 0 52 0 0 35 38 18 0 91 0 0 240 07:15 38 74 0 0 112 0 0 0 0 0 0 0 0 0 0 30 29 0 59 0 0 41 67 26 0 134 0 0 305 07:30 50 116 0 0 166 0 0 0 0 0 0 0 0 0 0 41 40 0 81 0 0 62 81 40 0 183 0 0 430 07:45 30 129 0 0 159 0 0 0 0 0 0 0 0 0 0 56 40 0 96 0 0 97 38 53 0 188 0 0 443 Hourly Total 158 376 0 0 534 0 0 0 0 0 0 0 0 0 0 154 134 0 288 0 0 235 224 137 0 596 0 0 1418 08:00 27 131 0 0 158 0 0 0 0 0 0 0 0 0 0 51 31 0 82 0 0 81 33 42 0 156 0 0 396 08:15 30 118 0 0 148 0 0 0 0 0 0 0 0 0 0 38 24 0 62 0 0 67 18 67 0 152 0 0 362 08:30 42 92 0 0 134 0 0 0 0 0 0 0 0 0 0 41 25 0 66 0 0 64 20 32 0 116 0 1 316 08:45 33 87 0 0 120 0 0 0 0 0 0 0 0 0 0 34 18 0 52 0 0 110 22 45 0 177 0 0 349 Hourly Total 132 428 0 0 560 0 0 0 0 0 0 0 0 0 0 164 98 0 262 0 0 322 93 186 0 601 0 1 1423 16:00 35 42 0 0 77 0 0 0 0 0 0 0 0 0 0 40 94 0 134 0 0 51 32 22 0 105 0 1 316 16:15 35 43 0 0 78 0 0 0 0 0 0 0 0 0 0 26 82 0 108 0 0 30 16 16 0 62 0 0 248 16:30 43 41 0 0 84 0 0 0 0 0 0 0 0 0 0 66 90 0 156 0 0 28 12 20 0 60 0 0 300 16:45 39 37 0 0 76 0 0 0 0 0 0 0 0 0 0 49 73 0 122 0 0 68 7 31 0 106 0 0 304 Hourly Total 152 163 0 0 315 0 0 0 0 0 0 0 0 0 0 181 339 0 520 0 0 177 67 89 0 333 0 1 1168 17:00 61 47 0 0 108 0 0 0 0 0 0 0 0 0 0 92 222 0 314 0 0 46 11 18 0 75 2 0 497 17:15 42 34 0 0 76 0 0 0 0 0 0 0 0 0 0 93 124 0 217 0 0 71 41 24 0 136 0 0 429 17:30 82 45 0 0 127 0 0 0 0 0 0 0 0 0 0 56 89 0 145 0 0 45 34 17 0 96 0 0 368 17:45 47 48 0 0 95 0 0 0 0 0 0 0 0 0 0 47 52 0 99 0 0 48 6 17 0 71 0 0 265 Hourly Total 232 174 0 0 406 0 0 0 0 0 0 0 0 0 0 288 487 0 775 0 0 210 92 76 0 378 2 0 1559 Grand Total 674 1141 0 0 1815 0 0 0 0 0 0 0 0 0 0 787 1058 0 1845 0 0 944 476 488 0 1908 2 2 5568 approach %37 62 0 0 99 0 0 0 0 0 0 0 0 0 0 42 57 0 99 0 0 49 24 25 0 98 0 0 296 Total %12 20 0 0 32 0 0 0 0 0 0 0 0 0 0 14 19 0 33 0 0 16 8 8 0 34 0 0 100 Lights 660 1132 0 0 1792 0 0 0 0 0 0 0 0 0 0 778 1052 0 1830 0 0 937 470 485 0 1892 0 0 5514 Lights %97 99 0 0 98 0 0 0 0 0 0 0 0 0 0 98 99 0 99 0 0 99 98 99 0 99 0 0 99 Mediums 13 8 0 0 21 0 0 0 0 0 0 0 0 0 0 8 6 0 14 0 0 7 5 3 0 15 0 0 50 Mediums %1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 Articulated Trucks 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 4 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 Ped %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page No - 6 A. SH 114 EBFR @ SOLANA BLVD 32.9818460012394, -97.16780765014668 2025-02-13 Turning Movement Data Plot Page No - 7 A. SH 114 EBFR @ SOLANA BLVD 32.9818460012394, -97.16780765014668 2025-02-13 Peak AM Class Breakdown Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 07:30:00 50 116 0 0 166 0 0 0 0 0 0 0 0 0 0 41 40 0 81 0 0 62 81 40 0 183 0 0 430 07:45:00 30 129 0 0 159 0 0 0 0 0 0 0 0 0 0 56 40 0 96 0 0 97 38 53 0 188 0 0 443 08:00:00 27 131 0 0 158 0 0 0 0 0 0 0 0 0 0 51 31 0 82 0 0 81 33 42 0 156 0 0 396 08:15:00 30 118 0 0 148 0 0 0 0 0 0 0 0 0 0 38 24 0 62 0 0 67 18 67 0 152 0 0 362 Grand Total 137 494 0 0 631 0 0 0 0 0 0 0 0 0 0 186 135 0 321 0 0 307 170 202 0 679 0 0 1631 approach %21 78 0 0 99 0 0 0 0 0 0 0 0 0 0 57 42 0 99 0 0 45 25 29 0 99 0 0 297 Total %8 30 0 0 39 0 0 0 0 0 0 0 0 0 0 11 8 0 20 0 0 19 10 12 0 42 0 0 100 Lights 134 491 0 0 625 0 0 0 0 0 0 0 0 0 0 186 131 0 317 0 0 303 168 202 0 673 0 0 1615 Lights %98 99 0 0 99 0 0 0 0 0 0 0 0 0 0 100 97 0 99 0 0 99 99 100 0 99 0 0 99 Mediums 3 2 0 0 5 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 0 4 2 0 0 6 0 0 15 Mediums %2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 1 0 0 1 1 0 0 1 0 0 1 Articulated Trucks 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.68 0.94 0.0 0.0 0.95 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.83 0.84 0.0 0.84 0.0 0.0 0.79 0.52 0.75 0.0 0.9 0.0 0.0 0.92 Page No - 8 A. SH 114 EBFR @ SOLANA BLVD 32.9818460012394, -97.16780765014668 2025-02-13 AM Peak Turning Movement Data Summary Page No - 9 A. SH 114 EBFR @ SOLANA BLVD 32.9818460012394, -97.16780765014668 2025-02-13 Peak PM Class Breakdown Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 16:45:00 39 37 0 0 76 0 0 0 0 0 0 0 0 0 0 49 73 0 122 0 0 68 7 31 0 106 0 0 304 17:00:00 61 47 0 0 108 0 0 0 0 0 0 0 0 0 0 92 222 0 314 0 0 46 11 18 0 75 2 0 497 17:15:00 42 34 0 0 76 0 0 0 0 0 0 0 0 0 0 93 124 0 217 0 0 71 41 24 0 136 0 0 429 17:30:00 82 45 0 0 127 0 0 0 0 0 0 0 0 0 0 56 89 0 145 0 0 45 34 17 0 96 0 0 368 Grand Total 224 163 0 0 387 0 0 0 0 0 0 0 0 0 0 290 508 0 798 0 0 230 93 90 0 413 2 0 1598 approach %57 42 0 0 99 0 0 0 0 0 0 0 0 0 0 36 63 0 99 0 0 55 22 21 0 98 0 0 296 Total %14 10 0 0 24 0 0 0 0 0 0 0 0 0 0 18 32 0 50 0 0 14 6 6 0 26 0 0 100 Lights 219 162 0 0 381 0 0 0 0 0 0 0 0 0 0 288 508 0 796 0 0 228 91 89 0 408 0 0 1585 Lights %98 99 0 0 98 0 0 0 0 0 0 0 0 0 0 99 100 0 100 0 0 99 98 99 0 99 0 0 99 Mediums 5 1 0 0 6 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 2 1 1 0 4 0 0 12 Mediums %2 1 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 1 0 1 0 0 1 Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 Ped %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.68 0.87 0.0 0.0 0.76 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.78 0.57 0.0 0.64 0.0 0.0 0.81 0.57 0.73 0.0 0.76 0.25 0.0 0.8 Page No - 10 A. SH 114 EBFR @ SOLANA BLVD 32.9818460012394, -97.16780765014668 2025-02-13 PM Peak Turning Movement Data Summary Page No - 11 SUMMARY Project D SZCZESNY - ROANOKE - KIRKWOOD BLVD & SH 114 FR - DUNAWAY Project Code 19C Site Name B. SH 114 WBFR @ KIRKWOOD BLVD Legs and Movements All Processed Legs & Movements Count Interval 15 Start Time 07:00 End Time 17:45 Location B. SH 114 WBFR @ KIRKWOOD BLVD Latitude and Longitude (32.982245, -97.166744) START END PHF AM PEAK PM PEAK Mid-Day PEAK Forced Peak AM Forced Peak PM 2025-02-13 07:30:00 2025-02-13 08:30:00 0.91 2025-02-13 16:45:00 2025-02-13 17:45:00 0.95 Page No - 1 B. SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129, -97.16674440700247 2025-02-13 Lights Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 40 2 0 0 0 54 12 8 0 0 0 34 28 0 0 0 0 0 0 0 0 0 0 07:15 0 44 6 0 0 0 69 21 10 0 0 0 35 34 0 0 0 0 0 0 0 0 0 0 07:30 0 70 8 0 0 0 94 17 21 0 0 0 49 51 0 0 0 0 0 0 0 0 0 0 07:45 0 46 5 0 0 0 116 27 28 0 0 0 77 73 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 200 21 0 0 0 333 77 67 0 0 0 195 186 0 0 0 0 0 0 0 0 0 0 08:00 0 44 2 0 0 0 110 35 30 0 0 0 56 78 0 0 0 0 0 0 0 0 0 0 08:15 0 45 6 0 0 0 106 30 25 0 0 0 35 66 0 0 0 0 0 0 0 0 0 0 08:30 0 48 6 0 0 0 81 29 21 0 0 0 51 58 0 1 0 0 0 0 0 0 0 0 08:45 0 37 3 0 0 0 82 23 23 0 0 0 47 97 0 1 0 0 0 0 0 0 0 0 Hourly Total 0 174 17 0 0 0 379 117 99 0 0 0 189 299 0 2 0 0 0 0 0 0 0 0 16:00 0 42 55 0 0 0 32 49 6 0 0 0 79 14 0 0 0 0 0 0 0 0 0 0 16:15 0 53 63 0 0 0 22 54 3 0 0 0 42 14 0 0 0 0 0 0 0 0 0 0 16:30 0 56 76 0 0 0 27 79 6 0 0 0 81 13 0 0 0 0 0 0 0 0 0 0 16:45 0 58 73 0 0 0 18 67 3 0 0 0 94 17 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 209 267 0 0 0 99 249 18 0 0 0 296 58 0 0 0 0 0 0 0 0 0 0 17:00 0 83 83 0 0 0 24 64 4 0 0 0 132 10 0 0 0 0 0 0 0 0 0 0 17:15 0 56 63 0 0 0 19 95 3 0 0 0 122 34 0 0 0 0 0 0 0 0 0 0 17:30 0 102 72 0 0 0 25 94 1 0 0 0 97 12 0 0 0 0 0 0 0 0 0 0 17:45 0 64 44 0 0 0 32 95 2 0 0 0 78 10 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 305 262 0 0 0 100 348 10 0 0 0 429 66 0 0 0 0 0 0 0 0 0 0 Total 0 888 567 0 0 0 911 791 194 0 0 0 1109 609 0 2 0 0 0 0 0 0 0 0 Page No - 2 B. SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129, -97.16674440700247 2025-02-13 Mediums Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 1 0 0 0 0 1 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 07:30 0 2 0 0 0 0 0 2 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 07:45 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 4 0 0 0 0 1 2 1 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 08:00 0 1 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 2 0 0 0 0 1 5 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 2 0 0 0 2 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 16:15 0 4 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 4 2 0 0 0 4 1 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 17:15 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 1 0 0 0 1 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 2 2 0 0 0 3 4 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 Total 0 12 4 0 0 0 9 12 1 0 0 0 11 4 0 0 0 0 0 0 0 0 0 0 Page No - 3 B. SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129, -97.16674440700247 2025-02-13 Articulated Trucks Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 16:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 0 1 2 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Page No - 4 B. SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129, -97.16674440700247 2025-02-13 Bicycles on Road Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Page No - 5 B. SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129, -97.16674440700247 2025-02-13 Total Volume Class Breakdown Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 07:00 0 40 2 0 42 0 0 54 12 8 0 74 0 0 34 28 0 0 62 0 0 0 0 0 0 0 0 0 178 07:15 0 45 6 0 51 0 0 70 21 10 0 101 0 0 35 37 0 0 72 0 0 0 0 0 0 0 0 0 224 07:30 0 72 8 0 80 0 0 95 19 22 0 136 0 0 51 51 0 0 102 0 0 0 0 0 0 0 0 0 318 07:45 0 47 5 0 52 0 0 116 27 28 0 171 0 0 78 73 0 0 151 1 0 0 0 0 0 0 0 0 374 Hourly Total 0 204 21 0 225 0 0 335 79 68 0 482 0 0 198 189 0 0 387 1 0 0 0 0 0 0 0 0 1094 08:00 0 45 2 0 47 0 0 110 37 30 0 177 0 0 57 78 0 0 135 0 0 0 0 0 0 0 0 0 359 08:15 0 45 6 0 51 1 1 107 32 25 0 164 0 0 35 66 0 0 101 0 0 0 0 0 0 0 0 0 316 08:30 0 49 6 0 55 0 0 81 30 21 0 132 0 0 51 58 0 1 110 0 0 0 0 0 0 0 0 0 297 08:45 0 37 3 0 40 0 0 82 23 23 0 128 0 0 47 98 0 1 146 0 0 0 0 0 0 0 0 0 314 Hourly Total 0 176 17 0 193 1 1 380 122 99 0 601 0 0 190 300 0 2 492 0 0 0 0 0 0 0 0 0 1286 16:00 0 43 57 0 100 0 0 34 50 6 0 90 0 0 81 14 0 0 95 0 0 0 0 0 0 0 0 0 285 16:15 0 57 63 0 120 0 0 23 54 3 0 80 0 0 42 14 0 0 56 0 0 0 0 0 0 0 0 0 256 16:30 0 56 76 0 132 0 0 27 81 6 0 114 0 0 82 13 0 0 95 0 0 0 0 0 0 0 0 0 341 16:45 0 58 73 0 131 0 0 19 67 3 0 89 0 0 96 17 0 0 113 0 0 0 0 0 0 0 0 0 333 Hourly Total 0 214 269 0 483 0 0 103 252 18 0 373 0 0 301 58 0 0 359 0 0 0 0 0 0 0 0 0 1215 17:00 0 83 83 0 166 0 0 26 65 4 0 95 0 0 132 11 0 0 143 0 0 0 0 0 0 0 1 0 404 17:15 0 58 63 0 121 0 0 19 95 3 0 117 0 0 123 35 0 0 158 0 0 0 0 0 0 0 1 0 396 17:30 0 102 73 0 175 0 0 26 95 1 0 122 0 0 98 12 0 0 110 0 0 0 0 0 0 0 0 0 407 17:45 0 64 45 0 109 0 0 32 97 2 0 131 0 0 78 10 0 0 88 0 0 0 0 0 0 0 0 0 328 Hourly Total 0 307 264 0 571 0 0 103 352 10 0 465 0 0 431 68 0 0 499 0 0 0 0 0 0 0 2 0 1535 Grand Total 0 901 571 0 1472 1 1 921 805 195 0 1921 0 0 1120 615 0 2 1737 1 0 0 0 0 0 0 2 0 5130 approach %0 61 38 0 99 0 0 47 41 10 0 98 0 0 64 35 0 0 99 0 0 0 0 0 0 0 0 0 296 Total %0 17 11 0 28 0 0 17 15 3 0 37 0 0 21 11 0 0 33 0 0 0 0 0 0 0 0 0 100 Lights 0 888 567 0 1455 0 0 911 791 194 0 1896 0 0 1109 609 0 2 1720 0 0 0 0 0 0 0 0 0 5071 Lights %0 98 99 0 98 0 0 98 98 99 0 98 0 0 99 99 0 100 99 0 0 0 0 0 0 0 0 0 98 Mediums 0 12 4 0 16 0 0 9 12 1 0 22 0 0 11 4 0 0 15 0 0 0 0 0 0 0 0 0 53 Mediums %0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Articulated Trucks 0 1 0 0 1 0 0 1 2 0 0 3 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 Bicycles on Road %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 0 0 Ped %0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 100 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page No - 6 B. SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129, -97.16674440700247 2025-02-13 Turning Movement Data Plot Page No - 7 B. SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129, -97.16674440700247 2025-02-13 Peak AM Class Breakdown Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 07:30:00 0 72 8 0 80 0 0 95 19 22 0 136 0 0 51 51 0 0 102 0 0 0 0 0 0 0 0 0 318 07:45:00 0 47 5 0 52 0 0 116 27 28 0 171 0 0 78 73 0 0 151 1 0 0 0 0 0 0 0 0 374 08:00:00 0 45 2 0 47 0 0 110 37 30 0 177 0 0 57 78 0 0 135 0 0 0 0 0 0 0 0 0 359 08:15:00 0 45 6 0 51 1 1 107 32 25 0 164 0 0 35 66 0 0 101 0 0 0 0 0 0 0 0 0 316 Grand Total 0 209 21 0 230 1 1 428 115 105 0 648 0 0 221 268 0 0 489 1 0 0 0 0 0 0 0 0 1367 approach %0 90 9 0 99 0 0 66 17 16 0 99 0 0 45 54 0 0 99 0 0 0 0 0 0 0 0 0 297 Total %0 15 2 0 17 0 0 31 8 8 0 47 0 0 16 20 0 0 36 0 0 0 0 0 0 0 0 0 100 Lights 0 205 21 0 226 0 0 426 109 104 0 639 0 0 217 268 0 0 485 0 0 0 0 0 0 0 0 0 1350 Lights %0 98 100 0 98 0 0 100 95 99 0 99 0 0 98 100 0 0 99 0 0 0 0 0 0 0 0 0 99 Mediums 0 4 0 0 4 0 0 1 6 1 0 8 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 16 Mediums %0 2 0 0 2 0 0 0 5 1 0 1 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 1 Articulated Trucks 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 Ped %0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.0 0.73 0.66 0.0 0.72 0.25 0.25 0.92 0.78 0.88 0.0 0.92 0.0 0.0 0.71 0.86 0.0 0.0 0.81 0.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.91 Page No - 8 B. SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129, -97.16674440700247 2025-02-13 AM Peak Turning Movement Data Summary Page No - 9 B. SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129, -97.16674440700247 2025-02-13 Peak PM Class Breakdown Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 16:45:00 0 58 73 0 131 0 0 19 67 3 0 89 0 0 96 17 0 0 113 0 0 0 0 0 0 0 0 0 333 17:00:00 0 83 83 0 166 0 0 26 65 4 0 95 0 0 132 11 0 0 143 0 0 0 0 0 0 0 1 0 404 17:15:00 0 58 63 0 121 0 0 19 95 3 0 117 0 0 123 35 0 0 158 0 0 0 0 0 0 0 1 0 396 17:30:00 0 102 73 0 175 0 0 26 95 1 0 122 0 0 98 12 0 0 110 0 0 0 0 0 0 0 0 0 407 Grand Total 0 301 292 0 593 0 0 90 322 11 0 423 0 0 449 75 0 0 524 0 0 0 0 0 0 0 2 0 1540 approach %0 50 49 0 99 0 0 21 76 2 0 99 0 0 85 14 0 0 99 0 0 0 0 0 0 0 0 0 297 Total %0 20 19 0 39 0 0 6 21 1 0 27 0 0 29 5 0 0 34 0 0 0 0 0 0 0 0 0 100 Lights 0 299 291 0 590 0 0 86 320 11 0 417 0 0 445 73 0 0 518 0 0 0 0 0 0 0 0 0 1525 Lights %0 99 100 0 99 0 0 96 99 100 0 99 0 0 99 97 0 0 99 0 0 0 0 0 0 0 0 0 99 Mediums 0 2 1 0 3 0 0 4 2 0 0 6 0 0 4 1 0 0 5 0 0 0 0 0 0 0 0 0 14 Mediums %0 1 0 0 1 0 0 4 1 0 0 1 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 1 Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 Bicycles on Road %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 Ped %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.0 0.74 0.88 0.0 0.85 0.0 0.0 0.87 0.85 0.69 0.0 0.87 0.0 0.0 0.85 0.54 0.0 0.0 0.83 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.95 Page No - 10 B. SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129, -97.16674440700247 2025-02-13 PM Peak Turning Movement Data Summary Page No - 11 SUMMARY Project D SZCZESNY - ROANOKE - KIRKWOOD BLVD & SH 114 FR - DUNAWAY Project Code 19C Site Name C. KIRKWOOD BLVD @ EXISTING MEDIAN Legs and Movements All Processed Legs & Movements Count Interval 15 Start Time 07:00 End Time 17:45 Location C. KIRKWOOD BLVD @ EXISTING MEDIAN Latitude and Longitude (32.982791, -97.165292) START END PHF AM PEAK PM PEAK Mid-Day PEAK Forced Peak AM Forced Peak PM 2025-02-13 07:30:00 2025-02-13 08:30:00 0.97 2025-02-13 16:45:00 2025-02-13 17:45:00 0.91 Page No - 1 C. KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953, -97.16529207026348 2025-02-13 Lights Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 47 0 0 0 0 0 0 0 0 0 0 3 33 0 0 0 0 0 0 1 0 0 0 07:15 0 49 1 0 0 0 0 0 0 0 0 0 7 37 0 0 0 0 0 0 0 0 0 0 07:30 0 76 2 0 0 0 0 0 0 0 0 0 17 54 0 0 0 0 0 0 3 0 0 0 07:45 0 50 2 0 0 0 0 0 0 0 0 0 33 66 0 0 0 0 0 0 2 0 0 0 Hourly Total 0 222 5 0 0 0 0 0 0 0 0 0 60 190 0 0 0 0 0 0 6 0 0 0 08:00 0 40 2 0 0 0 0 0 0 0 0 0 24 88 0 1 0 0 0 0 0 0 0 0 08:15 0 48 1 0 0 0 0 0 0 0 0 0 14 75 0 1 0 0 0 0 4 0 0 0 08:30 0 45 2 0 0 0 0 0 0 0 0 0 12 69 0 1 0 0 1 0 4 0 0 0 08:45 0 40 1 0 0 0 0 0 0 0 0 0 28 88 0 0 0 0 0 0 4 0 0 0 Hourly Total 0 173 6 0 0 0 0 0 0 0 0 0 78 320 0 3 0 0 1 0 12 0 0 0 16:00 0 94 1 0 0 0 0 0 0 0 0 0 2 16 0 1 0 0 0 0 9 0 0 0 16:15 0 109 0 0 0 0 0 0 0 0 0 0 1 16 0 0 0 0 0 0 4 0 0 0 16:30 0 124 0 0 0 0 0 0 0 0 0 0 3 16 0 0 0 0 0 0 8 0 0 0 16:45 0 122 0 0 0 0 0 0 0 0 0 0 1 19 0 0 0 0 0 0 9 0 0 0 Hourly Total 0 449 1 0 0 0 0 0 0 0 0 0 7 67 0 1 0 0 0 0 30 0 0 0 17:00 0 120 0 0 0 0 0 0 0 0 0 0 1 13 0 0 0 0 1 0 39 0 0 0 17:15 0 111 3 0 0 0 0 0 0 0 0 0 2 33 0 1 0 0 0 0 13 0 0 0 17:30 0 126 1 0 0 0 0 0 0 0 0 0 1 13 0 0 0 0 3 0 42 0 0 0 17:45 0 83 0 0 0 0 0 0 0 0 0 0 1 10 0 1 0 0 0 0 22 0 0 0 Hourly Total 0 440 4 0 0 0 0 0 0 0 0 0 5 69 0 2 0 0 4 0 116 0 0 0 Total 0 1284 16 0 0 0 0 0 0 0 0 0 150 646 0 6 0 0 5 0 164 0 0 0 Page No - 2 C. KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953, -97.16529207026348 2025-02-13 Mediums Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 07:30 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 07:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 08:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 17:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 Hourly Total 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 Total 0 15 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 1 0 0 0 Page No - 3 C. KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953, -97.16529207026348 2025-02-13 Articulated Trucks Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 16:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Page No - 4 C. KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953, -97.16529207026348 2025-02-13 Bicycles on Road Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Page No - 5 C. KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953, -97.16529207026348 2025-02-13 Total Volume Class Breakdown Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 07:00 0 47 0 0 47 0 0 0 0 0 0 0 0 0 3 33 0 0 36 0 0 0 0 1 0 1 0 0 84 07:15 0 50 1 0 51 0 0 0 0 0 0 0 0 0 7 40 0 0 47 0 0 0 0 0 0 0 0 0 98 07:30 0 78 2 0 80 0 0 0 0 0 0 0 0 0 17 55 0 0 72 0 0 0 0 3 0 3 0 0 155 07:45 0 51 2 0 53 0 0 0 0 0 0 0 0 0 33 66 0 0 99 0 0 0 0 2 0 2 0 0 154 Hourly Total 0 226 5 0 231 0 0 0 0 0 0 0 0 0 60 194 0 0 254 0 0 0 0 6 0 6 0 0 491 08:00 0 41 2 0 43 0 0 0 0 0 0 0 0 0 24 88 0 1 113 0 0 0 0 0 0 0 0 0 156 08:15 0 48 1 0 49 0 0 0 0 0 0 0 0 0 14 75 0 1 90 0 0 0 0 4 0 4 0 0 143 08:30 0 46 2 0 48 0 0 0 0 0 0 0 0 0 12 69 0 1 82 0 0 1 0 4 0 5 0 0 135 08:45 0 40 1 0 41 0 0 0 0 0 0 0 0 0 28 89 0 0 117 0 0 0 0 4 0 4 0 0 162 Hourly Total 0 175 6 0 181 0 0 0 0 0 0 0 0 0 78 321 0 3 402 0 0 1 0 12 0 13 0 0 596 16:00 0 97 1 0 98 0 0 0 0 0 0 0 0 0 2 16 0 1 19 0 0 0 0 9 0 9 0 0 126 16:15 0 113 0 0 113 0 0 0 0 0 0 0 0 0 1 16 0 0 17 0 0 0 0 4 0 4 0 0 134 16:30 0 124 0 0 124 0 0 0 0 0 0 0 0 0 3 16 0 0 19 0 0 0 0 8 0 8 0 0 151 16:45 0 123 0 0 123 0 0 0 0 0 0 0 0 0 1 19 0 0 20 0 0 0 0 9 0 9 0 0 152 Hourly Total 0 457 1 0 458 0 0 0 0 0 0 0 0 0 7 67 0 1 75 0 0 0 0 30 0 30 0 0 563 17:00 0 120 0 0 120 0 0 0 0 0 0 0 0 0 1 14 0 0 15 0 0 1 0 39 0 40 0 0 175 17:15 0 112 3 0 115 0 0 0 0 0 0 0 0 0 2 34 0 1 37 0 0 0 0 13 0 13 0 0 165 17:30 0 127 1 0 128 0 0 0 0 0 0 0 0 0 1 13 0 0 14 0 0 3 0 42 0 45 0 0 187 17:45 0 83 0 0 83 0 0 0 0 0 0 0 0 0 1 10 0 1 12 0 0 0 0 23 0 23 0 0 118 Hourly Total 0 442 4 0 446 0 0 0 0 0 0 0 0 0 5 71 0 2 78 0 0 4 0 117 0 121 0 0 645 Grand Total 0 1300 16 0 1316 0 0 0 0 0 0 0 0 0 150 653 0 6 809 0 0 5 0 165 0 170 0 0 2295 approach %0 98 1 0 99 0 0 0 0 0 0 0 0 0 18 80 0 0 98 0 0 2 0 97 0 99 0 0 296 Total %0 56 0 0 57 0 0 0 0 0 0 0 0 0 6 28 0 0 35 0 0 0 0 7 0 7 0 0 100 Lights 0 1284 16 0 1300 0 0 0 0 0 0 0 0 0 150 646 0 6 802 0 0 5 0 164 0 169 0 0 2271 Lights %0 98 100 0 98 0 0 0 0 0 0 0 0 0 100 98 0 100 99 0 0 100 0 99 0 99 0 0 98 Mediums 0 15 0 0 15 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 1 0 1 0 0 21 Mediums %0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Articulated Trucks 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 Bicycles on Road %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page No - 6 C. KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953, -97.16529207026348 2025-02-13 Turning Movement Data Plot Page No - 7 C. KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953, -97.16529207026348 2025-02-13 Peak AM Class Breakdown Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 07:30:00 0 78 2 0 80 0 0 0 0 0 0 0 0 0 17 55 0 0 72 0 0 0 0 3 0 3 0 0 155 07:45:00 0 51 2 0 53 0 0 0 0 0 0 0 0 0 33 66 0 0 99 0 0 0 0 2 0 2 0 0 154 08:00:00 0 41 2 0 43 0 0 0 0 0 0 0 0 0 24 88 0 1 113 0 0 0 0 0 0 0 0 0 156 08:15:00 0 48 1 0 49 0 0 0 0 0 0 0 0 0 14 75 0 1 90 0 0 0 0 4 0 4 0 0 143 Grand Total 0 218 7 0 225 0 0 0 0 0 0 0 0 0 88 284 0 2 374 0 0 0 0 9 0 9 0 0 608 approach %0 96 3 0 99 0 0 0 0 0 0 0 0 0 23 75 0 0 98 0 0 0 0 100 0 100 0 0 297 Total %0 36 1 0 37 0 0 0 0 0 0 0 0 0 14 47 0 0 62 0 0 0 0 1 0 1 0 0 100 Lights 0 214 7 0 221 0 0 0 0 0 0 0 0 0 88 283 0 2 373 0 0 0 0 9 0 9 0 0 603 Lights %0 98 100 0 98 0 0 0 0 0 0 0 0 0 100 100 0 100 100 0 0 0 0 100 0 100 0 0 99 Mediums 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5 Mediums %0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.0 0.7 0.88 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.67 0.81 0.0 0.5 0.83 0.0 0.0 0.0 0.0 0.56 0.0 0.56 0.0 0.0 0.97 Page No - 8 C. KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953, -97.16529207026348 2025-02-13 AM Peak Turning Movement Data Summary Page No - 9 C. KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953, -97.16529207026348 2025-02-13 Peak PM Class Breakdown Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 16:45:00 0 123 0 0 123 0 0 0 0 0 0 0 0 0 1 19 0 0 20 0 0 0 0 9 0 9 0 0 152 17:00:00 0 120 0 0 120 0 0 0 0 0 0 0 0 0 1 14 0 0 15 0 0 1 0 39 0 40 0 0 175 17:15:00 0 112 3 0 115 0 0 0 0 0 0 0 0 0 2 34 0 1 37 0 0 0 0 13 0 13 0 0 165 17:30:00 0 127 1 0 128 0 0 0 0 0 0 0 0 0 1 13 0 0 14 0 0 3 0 42 0 45 0 0 187 Grand Total 0 482 4 0 486 0 0 0 0 0 0 0 0 0 5 80 0 1 86 0 0 4 0 103 0 107 0 0 679 approach %0 99 0 0 99 0 0 0 0 0 0 0 0 0 5 93 0 1 99 0 0 3 0 96 0 99 0 0 297 Total %0 71 1 0 72 0 0 0 0 0 0 0 0 0 1 12 0 0 13 0 0 1 0 15 0 16 0 0 100 Lights 0 479 4 0 483 0 0 0 0 0 0 0 0 0 5 78 0 1 84 0 0 4 0 103 0 107 0 0 674 Lights %0 99 100 0 99 0 0 0 0 0 0 0 0 0 100 98 0 100 98 0 0 100 0 100 0 100 0 0 99 Mediums 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 4 Mediums %0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 Bicycles on Road %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.0 0.95 0.33 0.0 0.95 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.62 0.59 0.0 0.25 0.58 0.0 0.0 0.33 0.0 0.61 0.0 0.59 0.0 0.0 0.91 Page No - 10 C. KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953, -97.16529207026348 2025-02-13 PM Peak Turning Movement Data Summary Page No - 11 SUMMARY Project D SZCZESNY - ROANOKE - KIRKWOOD BLVD & SH 114 FR - DUNAWAY Project Code 19C Site Name D. KIRKWOOD BLVD @ TW KING RD Legs and Movements All Processed Legs & Movements Count Interval 15 Start Time 07:00 End Time 17:45 Location D. KIRKWOOD BLVD @ TW KING RD Latitude and Longitude (32.982954, -97.163883) START END PHF AM PEAK PM PEAK Mid-Day PEAK Forced Peak AM Forced Peak PM 2025-02-13 07:30:00 2025-02-13 08:30:00 0.94 2025-02-13 16:45:00 2025-02-13 17:45:00 0.94 Page No - 1 D. KIRKWOOD BLVD @ TW KING RD 32.98295354526164, -97.16388294281946 2025-02-13 Lights Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 3 0 0 0 0 1 0 0 0 0 0 8 19 3 0 0 0 4 0 46 0 0 0 07:15 0 8 5 0 0 0 1 0 0 0 0 0 9 27 4 0 0 0 10 0 41 0 0 0 07:30 0 18 6 0 0 0 0 0 0 0 0 0 11 36 4 0 0 0 27 0 60 0 0 0 07:45 0 12 8 0 0 0 1 0 0 0 0 0 15 42 11 0 0 0 26 1 39 0 0 0 Hourly Total 0 41 19 0 0 0 3 0 0 0 0 0 43 124 22 0 0 0 67 1 186 0 0 0 08:00 0 7 10 0 0 0 0 0 0 0 0 0 22 55 11 0 0 0 11 2 35 0 0 0 08:15 0 12 8 0 0 0 0 0 0 0 0 0 14 44 15 0 0 0 9 0 37 0 0 0 08:30 0 11 5 0 0 0 0 0 0 0 0 0 13 44 14 0 0 0 16 1 36 0 0 0 08:45 0 5 7 0 0 0 1 0 0 0 0 0 13 49 23 0 0 0 11 1 37 0 0 0 Hourly Total 0 35 30 0 0 0 1 0 0 0 0 0 62 192 63 0 0 0 47 4 145 0 0 0 16:00 0 60 9 0 0 0 8 0 0 0 0 0 5 10 1 0 0 0 4 0 26 0 0 0 16:15 0 68 4 0 0 0 10 0 0 0 0 0 6 9 2 0 0 0 10 0 30 0 0 0 16:30 0 81 19 0 0 0 9 0 0 0 0 0 4 12 0 0 0 0 4 0 36 0 0 0 16:45 0 79 12 0 0 0 8 0 0 0 0 0 5 14 0 0 0 0 7 0 34 0 0 0 Hourly Total 0 288 44 0 0 0 35 0 0 0 0 0 20 45 3 0 0 0 25 0 126 0 0 0 17:00 0 71 16 0 0 0 6 0 0 0 0 0 4 8 1 1 0 0 11 0 42 0 0 0 17:15 0 67 17 0 0 0 7 0 0 0 0 0 13 20 0 0 0 0 12 0 41 0 0 0 17:30 0 60 18 0 0 0 8 0 0 0 0 0 3 13 0 0 0 0 10 0 62 0 0 0 17:45 0 50 12 0 0 0 0 0 0 0 0 0 5 6 0 0 0 0 6 0 29 0 0 0 Hourly Total 0 248 63 0 0 0 21 0 0 0 0 0 25 47 1 1 0 0 39 0 174 0 0 0 Total 0 612 156 0 0 0 60 0 0 0 0 0 150 408 89 1 0 0 178 5 631 0 0 0 Page No - 2 D. KIRKWOOD BLVD @ TW KING RD 32.98295354526164, -97.16388294281946 2025-02-13 Mediums Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 07:15 0 0 1 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 1 0 0 0 07:30 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 07:45 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 Hourly Total 0 1 2 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 2 0 3 0 0 0 08:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 16:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 16:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 17:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 Total 0 5 5 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 4 0 10 0 0 0 Page No - 3 D. KIRKWOOD BLVD @ TW KING RD 32.98295354526164, -97.16388294281946 2025-02-13 Articulated Trucks Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 Page No - 4 D. KIRKWOOD BLVD @ TW KING RD 32.98295354526164, -97.16388294281946 2025-02-13 Bicycles on Road Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW Left Thru Right U- Turn Peds CW Peds CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 17:30 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Total 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Page No - 5 D. KIRKWOOD BLVD @ TW KING RD 32.98295354526164, -97.16388294281946 2025-02-13 Total Volume Class Breakdown Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 07:00 0 3 0 0 3 0 0 1 0 0 0 1 0 0 8 19 3 0 30 0 0 5 0 46 0 51 0 0 85 07:15 0 8 6 0 14 0 0 1 0 0 0 1 0 0 11 28 4 0 43 0 0 10 0 42 0 52 0 0 110 07:30 0 19 6 0 25 0 0 0 0 0 0 0 0 0 12 36 4 0 52 0 0 27 0 61 0 88 0 0 165 07:45 0 12 9 0 21 0 0 1 0 0 0 1 0 0 15 42 11 0 68 0 0 27 1 40 0 68 0 0 158 Hourly Total 0 42 21 0 63 0 0 3 0 0 0 3 0 0 46 125 22 0 193 0 0 69 1 189 0 259 0 0 518 08:00 0 7 11 0 18 0 0 0 0 0 0 0 0 0 22 55 11 0 88 0 0 11 2 36 0 49 0 0 155 08:15 0 12 8 0 20 0 0 0 0 0 0 0 0 0 14 44 15 0 73 0 0 10 0 37 0 47 0 0 140 08:30 0 11 5 0 16 0 0 0 0 0 0 0 0 0 13 44 14 0 71 0 0 16 1 37 0 54 0 0 141 08:45 0 5 7 0 12 0 0 1 0 0 0 1 0 0 13 49 24 0 86 0 0 11 1 37 0 49 0 0 148 Hourly Total 0 35 31 0 66 0 0 1 0 0 0 1 0 0 62 192 64 0 318 0 0 48 4 147 0 199 0 0 584 16:00 0 62 9 0 71 0 0 8 0 0 0 8 0 0 5 10 1 0 16 0 0 4 0 27 0 31 0 0 126 16:15 0 68 7 0 75 0 0 10 0 0 0 10 0 0 6 9 2 0 17 0 0 10 0 34 0 44 0 0 146 16:30 0 81 19 0 100 0 0 9 0 0 0 9 0 0 4 12 0 0 16 0 0 5 0 36 0 41 0 0 166 16:45 0 80 12 0 92 0 0 8 0 0 0 8 0 0 5 14 0 0 19 0 0 7 0 34 0 41 0 0 160 Hourly Total 0 291 47 0 338 0 0 35 0 0 0 35 0 0 20 45 3 0 68 0 0 26 0 131 0 157 0 0 598 17:00 0 71 16 0 87 0 0 6 0 0 0 6 0 0 5 8 1 1 15 0 0 11 0 42 0 53 0 0 161 17:15 0 67 17 0 84 0 0 7 0 0 0 7 0 0 13 21 0 0 34 0 0 12 0 42 0 54 0 0 179 17:30 0 61 19 0 80 0 0 8 0 0 0 8 0 0 3 13 0 0 16 0 0 10 0 62 0 72 0 0 176 17:45 0 50 12 0 62 0 0 0 0 0 0 0 0 0 5 6 0 0 11 0 0 6 0 29 0 35 0 0 108 Hourly Total 0 249 64 0 313 0 0 21 0 0 0 21 0 0 26 48 1 1 76 0 0 39 0 175 0 214 0 0 624 Grand Total 0 617 163 0 780 0 0 60 0 0 0 60 0 0 154 410 90 1 655 0 0 182 5 642 0 829 0 0 2324 approach %0 79 20 0 99 0 0 100 0 0 0 100 0 0 23 62 13 0 98 0 0 21 0 77 0 98 0 0 395 Total %0 26 7 0 33 0 0 2 0 0 0 2 0 0 6 17 3 0 28 0 0 7 0 27 0 35 0 0 100 Lights 0 612 156 0 768 0 0 60 0 0 0 60 0 0 150 408 89 1 648 0 0 178 5 631 0 814 0 0 2290 Lights %0 99 95 0 98 0 0 100 0 0 0 100 0 0 97 99 98 100 98 0 0 97 100 98 0 98 0 0 98 Mediums 0 5 5 0 10 0 0 0 0 0 0 0 0 0 4 1 0 0 5 0 0 4 0 10 0 14 0 0 29 Mediums %0 0 3 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 0 1 0 1 0 0 1 Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0 0 2 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 3 Bicycles on Road %0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page No - 6 D. KIRKWOOD BLVD @ TW KING RD 32.98295354526164, -97.16388294281946 2025-02-13 Turning Movement Data Plot Page No - 7 D. KIRKWOOD BLVD @ TW KING RD 32.98295354526164, -97.16388294281946 2025-02-13 Peak AM Class Breakdown Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 07:30:00 0 19 6 0 25 0 0 0 0 0 0 0 0 0 12 36 4 0 52 0 0 27 0 61 0 88 0 0 165 07:45:00 0 12 9 0 21 0 0 1 0 0 0 1 0 0 15 42 11 0 68 0 0 27 1 40 0 68 0 0 158 08:00:00 0 7 11 0 18 0 0 0 0 0 0 0 0 0 22 55 11 0 88 0 0 11 2 36 0 49 0 0 155 08:15:00 0 12 8 0 20 0 0 0 0 0 0 0 0 0 14 44 15 0 73 0 0 10 0 37 0 47 0 0 140 Grand Total 0 50 34 0 84 0 0 1 0 0 0 1 0 0 63 177 41 0 281 0 0 75 3 174 0 252 0 0 618 approach %0 59 40 0 99 0 0 100 0 0 0 100 0 0 22 62 14 0 98 0 0 29 1 69 0 99 0 0 396 Total %0 8 6 0 14 0 0 0 0 0 0 0 0 0 10 29 7 0 45 0 0 12 0 28 0 41 0 0 100 Lights 0 49 32 0 81 0 0 1 0 0 0 1 0 0 62 177 41 0 280 0 0 73 3 171 0 247 0 0 609 Lights %0 98 94 0 96 0 0 100 0 0 0 100 0 0 98 100 100 0 100 0 0 97 100 98 0 98 0 0 99 Mediums 0 1 2 0 3 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 0 3 0 5 0 0 9 Mediums %0 2 6 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 3 0 2 0 2 0 0 1 Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.0 0.66 0.77 0.0 0.84 0.0 0.0 0.25 0.0 0.0 0.0 0.25 0.0 0.0 0.72 0.8 0.68 0.0 0.8 0.0 0.0 0.69 0.38 0.71 0.0 0.72 0.0 0.0 0.94 Page No - 8 D. KIRKWOOD BLVD @ TW KING RD 32.98295354526164, -97.16388294281946 2025-02-13 AM Peak Turning Movement Data Summary Page No - 9 D. KIRKWOOD BLVD @ TW KING RD 32.98295354526164, -97.16388294281946 2025-02-13 Peak PM Class Breakdown Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Left Thru Right U- Turn App Total Peds CW Peds CCW Int Total 16:45:00 0 80 12 0 92 0 0 8 0 0 0 8 0 0 5 14 0 0 19 0 0 7 0 34 0 41 0 0 160 17:00:00 0 71 16 0 87 0 0 6 0 0 0 6 0 0 5 8 1 1 15 0 0 11 0 42 0 53 0 0 161 17:15:00 0 67 17 0 84 0 0 7 0 0 0 7 0 0 13 21 0 0 34 0 0 12 0 42 0 54 0 0 179 17:30:00 0 61 19 0 80 0 0 8 0 0 0 8 0 0 3 13 0 0 16 0 0 10 0 62 0 72 0 0 176 Grand Total 0 279 64 0 343 0 0 29 0 0 0 29 0 0 26 56 1 1 84 0 0 40 0 180 0 220 0 0 676 approach %0 81 18 0 99 0 0 100 0 0 0 100 0 0 30 66 1 1 98 0 0 18 0 81 0 99 0 0 396 Total %0 41 9 0 51 0 0 4 0 0 0 4 0 0 4 8 0 0 12 0 0 6 0 27 0 33 0 0 100 Lights 0 277 63 0 340 0 0 29 0 0 0 29 0 0 25 55 1 1 82 0 0 40 0 179 0 219 0 0 670 Lights %0 99 98 0 99 0 0 100 0 0 0 100 0 0 96 98 100 100 98 0 0 100 0 99 0 100 0 0 99 Mediums 0 2 0 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 1 0 1 0 0 4 Mediums %0 1 0 0 1 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 0 0 0 1 0 0 0 0 1 Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Articulated Trucks %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bicycles on Road 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 Bicycles on Road %0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 Ped 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pcl %0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHF 0.0 0.87 0.84 0.0 0.93 0.0 0.0 0.91 0.0 0.0 0.0 0.91 0.0 0.0 0.5 0.67 0.25 0.25 0.62 0.0 0.0 0.83 0.0 0.73 0.0 0.76 0.0 0.0 0.94 Page No - 10 D. KIRKWOOD BLVD @ TW KING RD 32.98295354526164, -97.16388294281946 2025-02-13 PM Peak Turning Movement Data Summary Page No - 11 SYNCHRO REPORTS SYNCHRO REPORTS 2025 EXISTING AM Lanes, Volumes, Timings 1. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 186 135 137 494 0 0 0 0 307 170 202 Future Volume (vph) 0 186 135 137 494 0 0 0 0 307 170 202 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.936 Flt Protected 0.950 0.950 0.997 Satd. Flow (prot) 0 3610 1568 1770 3574 0 0 0 0 1698 1675 0 Flt Permitted 0.600 0.950 0.997 Satd. Flow (perm) 0 3610 1568 1118 3574 0 0 0 0 1698 1675 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 164 43 Link Speed (mph) 30 30 30 30 Link Distance (ft) 545 376 581 622 Travel Time (s) 12.4 8.5 13.2 14.1 Peak Hour Factor 1.00 0.83 0.84 0.68 0.94 1.00 1.00 1.00 1.00 0.79 0.52 0.75 Heavy Vehicles (%) 0% 0% 3% 2% 1% 0% 0% 0% 0% 1% 1% 0% Adj. Flow (vph) 0 224 161 201 526 0 0 0 0 389 327 269 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 224 161 201 526 0 0 0 0 350 635 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector (ft) 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 1 2 4 12 Lanes, Volumes, Timings 1. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Lanes, Volumes, Timings 1. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 4 12 Detector Phase 2 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 Total Split (s) 24.5 24.5 30.0 Total Split (%) 20.4% 20.4% 25.0% Maximum Green (s) 17.5 17.5 25.5 Yellow Time (s) 4.5 4.5 3.5 All-Red Time (s) 2.5 2.5 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode None None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 15.9 15.9 46.7 51.2 57.3 57.3 Actuated g/C Ratio 0.13 0.13 0.39 0.43 0.48 0.48 v/c Ratio 0.47 0.46 0.34 0.34 0.43 0.77 Control Delay (s/veh) 51.4 11.1 6.4 5.3 22.7 31.8 Queue Delay 0.0 0.0 0.2 0.5 0.0 0.0 Total Delay (s/veh) 51.4 11.1 6.5 5.8 22.7 31.8 LOS D B A A C C Approach Delay (s/veh) 34.5 6.0 28.5 Approach LOS C A C Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay (s/veh): 21.8 Intersection LOS: C Intersection Capacity Utilization 64.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Lanes, Volumes, Timings 1. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split (s) 43.0 45.0 22.5 30.0 22.5 22.5 Total Split (%) 36% 38% 19% 25% 19% 19% Maximum Green (s) 36.0 40.5 15.5 23.0 18.0 18.0 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time (s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary Lanes, Volumes, Timings 1. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 6 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 221 268 0 0 209 21 0 0 0 428 115 105 Future Volume (vph) 221 268 0 0 209 21 0 0 0 428 115 105 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 145 0 0 0 0 0 Storage Lanes 1 0 1 1 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.933 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1900 0 0 5085 1615 0 0 0 1805 1718 0 Flt Permitted 0.570 0.950 Satd. Flow (perm) 1062 1900 0 0 5085 1615 0 0 0 1805 1718 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 141 39 Link Speed (mph) 30 30 30 30 Link Distance (ft) 376 492 604 263 Travel Time (s) 8.5 11.2 13.7 6.0 Peak Hour Factor 0.71 0.86 1.00 1.00 0.73 0.66 1.00 1.00 1.00 0.92 0.78 0.88 Heavy Vehicles (%) 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 5% 1% Adj. Flow (vph) 311 312 0 0 286 32 0 0 0 465 147 119 Shared Lane Traffic (%) Lane Group Flow (vph) 311 312 0 0 286 32 0 0 0 465 266 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 Detector Template Left Thru Thru Right Left Thru Leading Detector (ft) 20 100 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Protected Phases 5 5 6 6 8 16 Lanes, Volumes, Timings 1. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Lanes, Volumes, Timings 1. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 8 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 8 16 Detector Phase 5 5 6 6 6 8 16 8 16 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 45.0 22.5 22.5 Total Split (%) 37.5% 18.8% 18.8% Maximum Green (s) 40.5 15.5 15.5 Yellow Time (s) 3.5 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 62.4 66.9 12.9 12.9 41.6 41.6 Actuated g/C Ratio 0.52 0.56 0.11 0.11 0.35 0.35 v/c Ratio 0.38 0.29 0.52 0.11 0.74 0.43 Control Delay (s/veh) 6.6 5.9 53.8 0.7 42.2 27.1 Queue Delay 0.4 0.4 0.0 0.0 0.0 0.0 Total Delay (s/veh) 7.0 6.3 53.8 0.7 42.2 27.1 LOS A A D A D C Approach Delay (s/veh) 6.7 48.4 36.7 Approach LOS A D D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay (s/veh): 27.7 Intersection LOS: C Intersection Capacity Utilization 64.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Lanes, Volumes, Timings 1. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 9 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 30.0 24.5 43.0 30.0 22.5 22.5 Total Split (%) 25% 20% 36% 25% 19% 19% Maximum Green (s) 25.5 17.5 36.0 23.0 18.0 18.0 Yellow Time (s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time (s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary HCM 7th Signalized Intersection Capacity Analysis 1. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 63 177 41 0 50 34 1 0 0 75 3 174 Future Volume (veh/h) 63 177 41 0 50 34 1 0 0 75 3 174 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q, veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow, veh/h/ln 1870 1900 1900 1900 1870 1811 1900 1900 1900 1856 1900 1870 Adj Flow Rate, veh/h 88 221 60 0 76 44 4 0 0 109 0 250 Peak Hour Factor 0.72 0.80 0.68 1.00 0.66 0.77 0.25 1.00 1.00 0.69 0.38 0.71 Percent Heavy Veh, % 2 0 0 0 2 6 0 0 0 3 0 2 Opposing Right Turn Influence Yes Yes Yes Yes Cap, veh/h 564 1599 722 0 520 280 179 4 0 651 0 678 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.08 0.44 0.44 0.00 0.23 0.23 0.01 0.00 0.00 0.27 0.00 0.14 Unsig. Movement Delay Ln Grp Delay, s/veh 9.5 7.1 6.8 0.0 13.1 13.2 21.0 0.0 0.0 11.4 0.0 14.6 Ln Grp LOS A A A B B C B B Approach Vol, veh/h 369 120 4 359 Approach Delay, s/veh 7.6 13.1 21.0 13.6 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration (G+Y+Rc), s 25.4 5.7 11.4 8.9 16.5 0.0 17.1 Change Period (Y+Rc), s * 6.6 5.5 * 5.5 5.7 6.6 6.1 5.5 Max Green (Gmax), s * 55 11.5 * 38 17.3 30.4 42.3 6.1 Max Allow Headway (MAH), s 5.0 3.8 4.1 3.8 5.4 0.0 3.8 Max Q Clear (g_c+l1), s 3.5 2.1 4.9 3.4 3.2 0.0 2.0 Green Ext Time (g_e), s 1.7 0.0 1.0 0.1 0.6 0.0 0.1 Prob of Phs Call (p_c) 1.00 0.05 1.00 0.65 0.99 0.00 0.72 Prob of Max Out (p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.75 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow, veh/h 1810 1781 0 1767 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow, veh/h 3610 0 2324 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow, veh/h 1610 3170 1200 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 HCM 7th Signalized Intersection Capacity Analysis 1. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 14 Lane Assignment L (Pr/Pm) L (Pr/Pm) L (Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol (v), veh/h 0 0 4 0 88 0 0 109 Grp Sat Flow (s), veh/h/ln 0 0 1810 0 1781 0 0 1767 Q Serve Time (g_s), s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1148 0 1272 0 0 1406 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0 Perm LT Eff Green (g_p), s 0.0 0.0 0.1 0.0 11.9 0.0 0.0 0.1 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 8.7 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 9.9 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 0 179 0 564 0 0 651 V/C Ratio (X) 0.00 0.00 0.02 0.00 0.16 0.00 0.00 0.17 Avail Cap (c_a), veh/h 0 0 658 0 1153 0 0 651 Upstream Filter (I) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 0.0 21.0 0.0 9.4 0.0 0.0 11.3 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 21.0 0.0 9.5 0.0 0.0 11.4 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.6 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.6 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.06 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol (v), veh/h 0 221 0 0 0 59 0 0 Grp Sat Flow (s), veh/h/ln 0 1805 0 0 0 1777 1900 0 Q Serve Time (g_s), s 0.0 1.5 0.0 0.0 0.0 1.1 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 1.5 0.0 0.0 0.0 1.1 0.0 0.0 Lane Grp Cap (c), veh/h 0 1599 0 0 0 414 4 0 V/C Ratio (X) 0.00 0.14 0.00 0.00 0.00 0.14 0.00 0.00 Avail Cap (c_a), veh/h 0 4658 0 0 0 1270 1889 0 Upstream Filter (I) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 7.0 0.0 0.0 0.0 12.9 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 7.1 0.0 0.0 0.0 13.1 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.4 0.0 0.0 0.0 0.4 0.0 0.0 HCM 7th Signalized Intersection Capacity Analysis 1. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 15 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.4 0.0 0.0 0.0 0.4 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.03 0.00 0.00 0.00 0.03 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol (v), veh/h 0 60 0 250 0 61 0 0 Grp Sat Flow (s), veh/h/ln 0 1610 0 1585 0 1654 0 0 Q Serve Time (g_s), s 0.0 0.9 0.0 2.9 0.0 1.2 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.9 0.0 2.9 0.0 1.2 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 1610.2 0.0 1585.1 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.2 0.0 3.2 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 0.73 0.00 0.00 Lane Grp Cap (c), veh/h 0 722 0 678 0 385 0 0 V/C Ratio (X) 0.00 0.08 0.00 0.37 0.00 0.16 0.00 0.00 Avail Cap (c_a), veh/h 0 2086 0 3057 0 1182 0 0 Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 6.7 0.0 14.3 0.0 13.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.3 0.0 0.2 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 6.8 0.0 14.6 0.0 13.2 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.02 0.00 0.08 0.00 0.03 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay, s/veh 11.0 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. HCM 7th TWSC 1. 2025 Existing 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 17 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 88 284 218 7 0 9 Future Vol, veh/h 88 284 218 7 0 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 70 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 67 81 70 88 100 56 Heavy Vehicles, % 0 0 2 0 0 0 Mvmt Flow 131 351 311 8 0 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 319 0 - 0 718 160 Stage 1 - - - - 315 - Stage 2 - - - - 403 - Critical Hdwy 5.3 - - - 5.7 7.1 Critical Hdwy Stg 1 - - - - 6.6 - Critical Hdwy Stg 2 - - - - 6 - Follow-up Hdwy 3.1 - - - 3.8 3.9 Pot Cap-1 Maneuver 830 - - - 433 734 Stage 1 - - - - 625 - Stage 2 - - - - 594 - Platoon blocked, % - - - Mov Cap-1 Maneuver 830 - - - 365 734 Mov Cap-2 Maneuver - - - - 365 - Stage 1 - - - - 526 - Stage 2 - - - - 594 - Approach EB WB SB HCM Ctrl Dly, s/v 2.77 0 10.02 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 830 - - - - 734 HCM Lane V/C Ratio 0.158 - - - - 0.022 HCM Ctrl Dly (s/v) 10.2 - - - 0 10 HCM Lane LOS B - - - A B HCM 95th %tile Q(veh) 0.6 - - - - 0.1 SYNCHRO REPORTS 2025 EXISTING PM Lanes, Volumes, Timings 2. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 290 508 224 163 0 0 0 0 230 93 90 Future Volume (vph) 0 290 508 224 163 0 0 0 0 230 93 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.941 Flt Protected 0.950 0.950 0.996 Satd. Flow (prot) 0 3574 1615 1770 3574 0 0 0 0 1698 1666 0 Flt Permitted 0.504 0.950 0.996 Satd. Flow (perm) 0 3574 1615 939 3574 0 0 0 0 1698 1666 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 492 28 Link Speed (mph) 30 30 30 30 Link Distance (ft) 545 376 581 622 Travel Time (s) 12.4 8.5 13.2 14.1 Peak Hour Factor 1.00 0.78 0.57 0.68 0.87 1.00 1.00 1.00 1.00 0.81 0.57 0.73 Heavy Vehicles (%) 0% 1% 0% 2% 1% 0% 0% 0% 0% 1% 2% 1% Adj. Flow (vph) 0 372 891 329 187 0 0 0 0 284 163 123 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 372 891 329 187 0 0 0 0 256 314 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector (ft) 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 1 2 4 12 Lanes, Volumes, Timings 2. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Lanes, Volumes, Timings 2. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 4 12 Detector Phase 2 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 Total Split (s) 52.2 52.2 22.7 Total Split (%) 43.5% 43.5% 18.9% Maximum Green (s) 45.2 45.2 18.2 Yellow Time (s) 4.5 4.5 3.5 All-Red Time (s) 2.5 2.5 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode None None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 44.5 44.5 71.4 75.9 32.6 32.6 Actuated g/C Ratio 0.37 0.37 0.60 0.63 0.27 0.27 v/c Ratio 0.28 0.98 0.45 0.08 0.56 0.67 Control Delay (s/veh) 27.0 43.0 14.7 5.7 42.0 42.2 Queue Delay 0.0 0.0 0.2 0.0 0.0 0.0 Total Delay (s/veh) 27.1 43.0 14.8 5.7 42.0 42.2 LOS C D B A D D Approach Delay (s/veh) 38.3 11.5 42.1 Approach LOS D B D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay (s/veh): 33.3 Intersection LOS: C Intersection Capacity Utilization 76.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Lanes, Volumes, Timings 2. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split (s) 22.6 52.3 22.6 22.6 22.5 22.5 Total Split (%) 19% 44% 19% 19% 19% 19% Maximum Green (s) 15.6 47.8 15.6 15.6 18.0 18.0 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time (s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary Lanes, Volumes, Timings 2. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 6 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 449 75 0 0 301 292 0 0 0 90 322 11 Future Volume (vph) 449 75 0 0 301 292 0 0 0 90 322 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 145 0 0 0 0 0 Storage Lanes 1 0 1 1 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.994 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1845 0 0 5136 1615 0 0 0 1736 1871 0 Flt Permitted 0.420 0.950 Satd. Flow (perm) 790 1845 0 0 5136 1615 0 0 0 1736 1871 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 239 2 Link Speed (mph) 30 30 30 30 Link Distance (ft) 376 492 604 263 Travel Time (s) 8.5 11.2 13.7 6.0 Peak Hour Factor 0.85 0.54 1.00 1.00 0.74 0.88 1.00 1.00 1.00 0.87 0.85 0.69 Heavy Vehicles (%) 1% 3% 0% 0% 1% 0% 0% 0% 0% 4% 1% 0% Adj. Flow (vph) 528 139 0 0 407 332 0 0 0 103 379 16 Shared Lane Traffic (%) Lane Group Flow (vph) 528 139 0 0 407 332 0 0 0 103 395 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 Detector Template Left Thru Thru Right Left Thru Leading Detector (ft) 20 100 100 20 20 100 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Protected Phases 5 5 6 6 8 16 Lanes, Volumes, Timings 2. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Lanes, Volumes, Timings 2. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 8 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 8 16 Detector Phase 5 5 6 6 6 8 16 8 16 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 52.3 22.6 22.6 Total Split (%) 43.6% 18.8% 18.8% Maximum Green (s) 47.8 15.6 15.6 Yellow Time (s) 3.5 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 69.4 73.9 14.9 14.9 34.6 34.6 Actuated g/C Ratio 0.58 0.62 0.12 0.12 0.29 0.29 v/c Ratio 0.59 0.12 0.64 0.81 0.21 0.73 Control Delay (s/veh) 13.1 4.5 54.8 31.4 32.5 46.7 Queue Delay 1.0 0.0 0.1 0.0 0.0 0.0 Total Delay (s/veh) 14.1 4.5 55.0 31.4 32.6 46.7 LOS B A D C C D Approach Delay (s/veh) 12.1 44.4 43.8 Approach LOS B D D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay (s/veh): 32.9 Intersection LOS: C Intersection Capacity Utilization 76.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Lanes, Volumes, Timings 2. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 9 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.7 52.2 22.6 22.6 22.5 22.5 Total Split (%) 19% 44% 19% 19% 19% 19% Maximum Green (s) 18.2 45.2 15.6 15.6 18.0 18.0 Yellow Time (s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time (s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary HCM 7th Signalized Intersection Capacity Analysis 2. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 56 1 0 279 64 29 0 0 40 0 180 Future Volume (veh/h) 27 56 1 0 279 64 29 0 0 40 0 180 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q, veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow, veh/h/ln 1841 1870 1900 1900 1885 1870 1900 1900 1900 1900 1900 1885 Adj Flow Rate, veh/h 54 84 4 0 321 76 32 0 0 48 0 247 Peak Hour Factor 0.50 0.67 0.25 1.00 0.87 0.84 0.91 1.00 1.00 0.83 1.00 0.73 Percent Heavy Veh, % 4 2 0 0 1 2 0 0 0 0 0 1 Opposing Right Turn Influence Yes Yes Yes Yes Cap, veh/h 393 1486 733 0 666 155 234 4 0 712 0 614 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.06 0.42 0.42 0.00 0.23 0.23 0.04 0.00 0.00 0.30 0.00 0.14 Unsig. Movement Delay Ln Grp Delay, s/veh 10.6 7.5 6.4 0.0 15.2 15.3 20.5 0.0 0.0 10.6 0.0 15.7 Ln Grp LOS B A A B B C B B Approach Vol, veh/h 142 397 32 295 Approach Delay, s/veh 8.6 15.2 20.5 14.9 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration (G+Y+Rc), s 24.7 7.1 11.4 8.1 16.6 0.0 18.5 Change Period (Y+Rc), s * 6.6 5.5 * 5.5 5.7 6.6 6.1 5.5 Max Green (Gmax), s * 55 11.5 * 38 17.3 30.4 42.3 6.1 Max Allow Headway (MAH), s 5.2 3.8 4.1 3.8 5.3 0.0 3.8 Max Q Clear (g_c+l1), s 2.6 2.7 4.9 2.9 6.2 0.0 2.0 Green Ext Time (g_e), s 0.6 0.0 1.0 0.1 2.4 0.0 0.0 Prob of Phs Call (p_c) 1.00 0.32 1.00 0.48 1.00 0.00 0.44 Prob of Max Out (p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.66 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow, veh/h 1810 1753 0 1810 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow, veh/h 3554 0 2976 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow, veh/h 1610 3195 673 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 HCM 7th Signalized Intersection Capacity Analysis 2. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 14 Lane Assignment L (Pr/Pm) L (Pr/Pm) L (Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol (v), veh/h 0 0 32 0 54 0 0 48 Grp Sat Flow (s), veh/h/ln 0 0 1810 0 1753 0 0 1810 Q Serve Time (g_s), s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1151 0 972 0 0 1440 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0 Perm LT Eff Green (g_p), s 0.0 0.0 0.1 0.0 12.0 0.0 0.0 0.1 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 5.7 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 0 234 0 393 0 0 712 V/C Ratio (X) 0.00 0.00 0.14 0.00 0.14 0.00 0.00 0.07 Avail Cap (c_a), veh/h 0 0 649 0 999 0 0 712 Upstream Filter (I) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 0.0 20.3 0.0 10.4 0.0 0.0 10.5 Incr Delay (d2), s/veh 0.0 0.0 0.3 0.0 0.2 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 20.5 0.0 10.6 0.0 0.0 10.6 1st-Term Q (Q1), veh/ln 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 %ile Storage Ratio (RQ%) 0.00 0.00 0.03 0.00 0.03 0.00 0.00 0.02 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol (v), veh/h 0 84 0 0 0 198 0 0 Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1791 1900 0 Q Serve Time (g_s), s 0.0 0.6 0.0 0.0 0.0 4.1 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.6 0.0 0.0 0.0 4.1 0.0 0.0 Lane Grp Cap (c), veh/h 0 1486 0 0 0 414 4 0 V/C Ratio (X) 0.00 0.06 0.00 0.00 0.00 0.48 0.00 0.00 Avail Cap (c_a), veh/h 0 4520 0 0 0 1261 1862 0 Upstream Filter (I) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 7.5 0.0 0.0 0.0 14.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 7.5 0.0 0.0 0.0 15.2 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.2 0.0 0.0 0.0 1.4 0.0 0.0 HCM 7th Signalized Intersection Capacity Analysis 2. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 15 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.0 0.0 1.5 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.01 0.00 0.00 0.00 0.10 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol (v), veh/h 0 4 0 247 0 199 0 0 Grp Sat Flow (s), veh/h/ln 0 1610 0 1598 0 1764 0 0 Q Serve Time (g_s), s 0.0 0.1 0.0 2.9 0.0 4.2 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.1 0.0 2.9 0.0 4.2 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 1610.2 0.0 1597.6 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 1.6 0.0 2.4 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 0.38 0.00 0.00 Lane Grp Cap (c), veh/h 0 733 0 614 0 408 0 0 V/C Ratio (X) 0.00 0.01 0.00 0.40 0.00 0.49 0.00 0.00 Avail Cap (c_a), veh/h 0 2108 0 2975 0 1243 0 0 Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 6.4 0.0 15.3 0.0 14.4 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.4 0.0 0.9 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 6.4 0.0 15.7 0.0 15.3 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.9 0.0 1.4 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.9 0.0 1.5 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.08 0.00 0.10 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay, s/veh 14.2 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. HCM 7th TWSC 2. 2025 Existing 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 17 Intersection Int Delay, s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 6 80 482 4 4 103 Future Vol, veh/h 6 80 482 4 4 103 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 70 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 63 59 95 33 33 61 Heavy Vehicles, % 0 2 1 0 0 0 Mvmt Flow 10 136 507 12 12 169 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 519 0 - 0 587 260 Stage 1 - - - - 513 - Stage 2 - - - - 73 - Critical Hdwy 5.3 - - - 5.7 7.1 Critical Hdwy Stg 1 - - - - 6.6 - Critical Hdwy Stg 2 - - - - 6 - Follow-up Hdwy 3.1 - - - 3.8 3.9 Pot Cap-1 Maneuver 670 - - - 502 634 Stage 1 - - - - 479 - Stage 2 - - - - 871 - Platoon blocked, % - - - Mov Cap-1 Maneuver 670 - - - 495 634 Mov Cap-2 Maneuver - - - - 495 - Stage 1 - - - - 472 - Stage 2 - - - - 871 - Approach EB WB SB HCM Ctrl Dly, s/v 0.69 0 12.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 670 - - - 495 634 HCM Lane V/C Ratio 0.014 - - - 0.024 0.266 HCM Ctrl Dly (s/v) 10.4 - - - 12.5 12.7 HCM Lane LOS B - - - B B HCM 95th %tile Q(veh) 0 - - - 0.1 1.1 SYNCHRO REPORTS 2026 FORECASTED AM Lanes, Volumes, Timings 3. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 189 137 139 501 0 0 0 0 280 173 205 Future Volume (vph) 0 189 137 139 501 0 0 0 0 280 173 205 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.850 0.936 Flt Protected 0.950 0.998 0.950 0.997 Satd. Flow (prot) 0 5187 1568 1610 3416 0 0 0 0 1626 3209 0 Flt Permitted 0.604 0.954 0.950 0.997 Satd. Flow (perm) 0 5187 1568 1024 3265 0 0 0 0 1626 3209 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 163 179 Link Speed (mph) 30 30 30 30 Link Distance (ft) 545 376 581 622 Travel Time (s) 12.4 8.5 13.2 14.1 Peak Hour Factor 1.00 0.83 0.84 0.68 0.94 1.00 1.00 1.00 1.00 0.79 0.52 0.75 Heavy Vehicles (%) 0% 0% 3% 2% 1% 0% 0% 0% 0% 1% 1% 0% Adj. Flow (vph) 0 228 163 204 533 0 0 0 0 354 333 273 Shared Lane Traffic (%) 10% 10% Lane Group Flow (vph) 0 228 163 184 553 0 0 0 0 319 641 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector (ft) 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 1 2 4 12 Lanes, Volumes, Timings 3. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Lanes, Volumes, Timings 3. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 4 12 Detector Phase 2 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 Total Split (s) 32.0 32.0 30.5 Total Split (%) 26.7% 26.7% 25.4% Maximum Green (s) 25.0 25.0 26.0 Yellow Time (s) 4.5 4.5 3.5 All-Red Time (s) 2.5 2.5 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode None None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 20.6 20.6 49.6 49.6 54.4 54.4 Actuated g/C Ratio 0.17 0.17 0.41 0.41 0.45 0.45 v/c Ratio 0.26 0.40 0.33 0.40 0.43 0.41 Control Delay (s/veh) 44.5 9.9 5.3 4.9 24.9 16.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 44.5 9.9 5.3 4.9 24.9 16.5 LOS D A A A C B Approach Delay (s/veh) 30.1 5.0 19.3 Approach LOS C A B Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay (s/veh): 16.3 Intersection LOS: B Intersection Capacity Utilization 34.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Lanes, Volumes, Timings 3. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split (s) 35.0 44.5 26.0 27.0 22.5 22.5 Total Split (%) 29% 37% 22% 23% 19% 19% Maximum Green (s) 28.0 40.0 19.0 20.0 18.0 18.0 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time (s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary Lanes, Volumes, Timings 3. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 6 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 224 272 0 0 212 21 0 0 0 391 117 107 Future Volume (vph) 224 272 0 0 212 21 0 0 0 391 117 107 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 145 0 0 0 138 0 Storage Lanes 1 0 1 1 0 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.91 0.91 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.986 0.950 0.971 Satd. Flow (prot) 1610 3390 0 0 5085 1615 0 0 0 1643 3290 1599 Flt Permitted 0.567 0.792 0.950 0.971 Satd. Flow (perm) 961 2723 0 0 5085 1615 0 0 0 1643 3290 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 205 141 Link Speed (mph) 30 30 30 30 Link Distance (ft) 376 296 604 526 Travel Time (s) 8.5 6.7 13.7 12.0 Peak Hour Factor 0.71 0.86 1.00 1.00 0.73 0.66 1.00 1.00 1.00 0.92 0.78 0.88 Heavy Vehicles (%) 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 5% 1% Adj. Flow (vph) 315 316 0 0 290 32 0 0 0 425 150 122 Shared Lane Traffic (%) 40% 50% Lane Group Flow (vph) 189 442 0 0 290 32 0 0 0 212 363 122 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft) 20 100 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Perm Protected Phases 5 5 6 6 8 16 Lanes, Volumes, Timings 3. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Lanes, Volumes, Timings 3. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 8 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 8 16 8 16 Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 44.5 26.0 26.0 Total Split (%) 37.1% 21.7% 21.7% Maximum Green (s) 40.0 19.0 19.0 Yellow Time (s) 3.5 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 72.0 72.0 14.3 14.3 32.0 32.0 32.0 Actuated g/C Ratio 0.60 0.60 0.12 0.12 0.27 0.27 0.27 v/c Ratio 0.22 0.23 0.48 0.09 0.48 0.41 0.23 Control Delay (s/veh) 3.5 3.2 51.5 0.5 40.1 37.0 4.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 3.5 3.2 51.5 0.5 40.1 37.0 4.6 LOS A A D A D D A Approach Delay (s/veh) 3.3 46.4 32.3 Approach LOS A D C Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay (s/veh): 23.9 Intersection LOS: C Intersection Capacity Utilization 34.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Lanes, Volumes, Timings 3. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 9 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 30.5 32.0 35.0 27.0 22.5 22.5 Total Split (%) 25% 27% 29% 23% 19% 19% Maximum Green (s) 26.0 25.0 28.0 20.0 18.0 18.0 Yellow Time (s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time (s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary HCM 7th Signalized Intersection Capacity Analysis 3. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 64 180 42 0 51 35 1 0 0 76 3 177 Future Volume (veh/h) 64 180 42 0 51 35 1 0 0 76 3 177 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q, veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow, veh/h/ln 1870 1900 1900 1900 1870 1811 1900 1900 1900 1856 1900 1870 Adj Flow Rate, veh/h 89 225 62 0 77 45 4 0 0 110 0 254 Peak Hour Factor 0.72 0.80 0.68 1.00 0.66 0.77 0.25 1.00 1.00 0.69 0.38 0.71 Percent Heavy Veh, % 2 0 0 0 2 6 0 0 0 3 0 2 Opposing Right Turn Influence Yes Yes Yes Yes Cap, veh/h 562 1598 721 0 517 281 179 4 0 652 0 684 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.08 0.44 0.44 0.00 0.23 0.23 0.01 0.00 0.00 0.27 0.00 0.14 Unsig. Movement Delay Ln Grp Delay, s/veh 9.6 7.1 6.8 0.0 13.2 13.2 21.1 0.0 0.0 11.4 0.0 14.6 Ln Grp LOS A A A B B C B B Approach Vol, veh/h 376 122 4 364 Approach Delay, s/veh 7.6 13.2 21.1 13.6 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration (G+Y+Rc), s 25.5 5.7 11.4 9.0 16.5 0.0 17.2 Change Period (Y+Rc), s * 6.6 5.5 * 5.5 5.7 6.6 6.1 5.5 Max Green (Gmax), s * 55 11.5 * 38 17.3 30.4 42.3 6.1 Max Allow Headway (MAH), s 5.0 3.8 4.1 3.8 5.4 0.0 3.8 Max Q Clear (g_c+l1), s 3.6 2.1 4.9 3.4 3.3 0.0 2.0 Green Ext Time (g_e), s 1.8 0.0 1.0 0.2 0.6 0.0 0.1 Prob of Phs Call (p_c) 1.00 0.05 1.00 0.65 0.99 0.00 0.73 Prob of Max Out (p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.75 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow, veh/h 1810 1781 0 1767 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow, veh/h 3610 0 2317 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow, veh/h 1610 3170 1207 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 HCM 7th Signalized Intersection Capacity Analysis 3. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 14 Lane Assignment L (Pr/Pm) L (Pr/Pm) L (Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol (v), veh/h 0 0 4 0 89 0 0 110 Grp Sat Flow (s), veh/h/ln 0 0 1810 0 1781 0 0 1767 Q Serve Time (g_s), s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1143 0 1269 0 0 1406 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0 Perm LT Eff Green (g_p), s 0.0 0.0 0.1 0.0 11.9 0.0 0.0 0.1 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 8.7 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 9.9 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 0 179 0 562 0 0 652 V/C Ratio (X) 0.00 0.00 0.02 0.00 0.16 0.00 0.00 0.17 Avail Cap (c_a), veh/h 0 0 657 0 1149 0 0 652 Upstream Filter (I) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 0.0 21.0 0.0 9.4 0.0 0.0 11.3 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 21.1 0.0 9.6 0.0 0.0 11.4 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.6 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.7 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.06 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol (v), veh/h 0 225 0 0 0 60 0 0 Grp Sat Flow (s), veh/h/ln 0 1805 0 0 0 1777 1900 0 Q Serve Time (g_s), s 0.0 1.6 0.0 0.0 0.0 1.2 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 1.6 0.0 0.0 0.0 1.2 0.0 0.0 Lane Grp Cap (c), veh/h 0 1598 0 0 0 413 4 0 V/C Ratio (X) 0.00 0.14 0.00 0.00 0.00 0.15 0.00 0.00 Avail Cap (c_a), veh/h 0 4647 0 0 0 1267 1884 0 Upstream Filter (I) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 7.1 0.0 0.0 0.0 13.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 7.1 0.0 0.0 0.0 13.2 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.4 0.0 0.0 0.0 0.4 0.0 0.0 HCM 7th Signalized Intersection Capacity Analysis 3. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 15 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.5 0.0 0.0 0.0 0.4 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.09 0.00 0.00 0.00 0.03 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol (v), veh/h 0 62 0 254 0 62 0 0 Grp Sat Flow (s), veh/h/ln 0 1610 0 1585 0 1653 0 0 Q Serve Time (g_s), s 0.0 0.9 0.0 2.9 0.0 1.3 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.9 0.0 2.9 0.0 1.3 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 1610.2 0.0 1585.1 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.2 0.0 3.3 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 0.73 0.00 0.00 Lane Grp Cap (c), veh/h 0 721 0 684 0 385 0 0 V/C Ratio (X) 0.00 0.09 0.00 0.37 0.00 0.16 0.00 0.00 Avail Cap (c_a), veh/h 0 2081 0 3052 0 1178 0 0 Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 6.8 0.0 14.3 0.0 13.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 0.0 0.3 0.0 0.2 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 6.8 0.0 14.6 0.0 13.2 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.05 0.00 0.08 0.00 0.03 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay, s/veh 11.0 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. HCM 7th TWSC 3. 2026 Forecasted 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 17 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 89 288 221 7 0 9 Future Vol, veh/h 89 288 221 7 0 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 70 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 67 81 70 88 100 56 Heavy Vehicles, % 0 0 2 0 0 0 Mvmt Flow 133 356 316 8 0 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 324 0 - 0 728 162 Stage 1 - - - - 320 - Stage 2 - - - - 408 - Critical Hdwy 5.3 - - - 5.7 7.1 Critical Hdwy Stg 1 - - - - 6.6 - Critical Hdwy Stg 2 - - - - 6 - Follow-up Hdwy 3.1 - - - 3.8 3.9 Pot Cap-1 Maneuver 826 - - - 429 731 Stage 1 - - - - 621 - Stage 2 - - - - 591 - Platoon blocked, % - - - Mov Cap-1 Maneuver 826 - - - 360 731 Mov Cap-2 Maneuver - - - - 360 - Stage 1 - - - - 521 - Stage 2 - - - - 591 - Approach EB WB SB HCM Ctrl Dly, s/v 2.77 0 10.03 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 826 - - - - 731 HCM Lane V/C Ratio 0.161 - - - - 0.022 HCM Ctrl Dly (s/v) 10.2 - - - 0 10 HCM Lane LOS B - - - A B HCM 95th %tile Q(veh) 0.6 - - - - 0.1 SYNCHRO REPORTS 2026 FORECASTED PM Lanes, Volumes, Timings 4. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 294 516 227 165 0 0 0 0 210 94 91 Future Volume (vph) 0 294 516 227 165 0 0 0 0 210 94 91 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.850 0.948 Flt Protected 0.950 0.977 0.950 0.990 Satd. Flow (prot) 0 5136 1615 1610 3330 0 0 0 0 1626 3199 0 Flt Permitted 0.520 0.660 0.950 0.990 Satd. Flow (perm) 0 5136 1615 881 2249 0 0 0 0 1626 3199 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 497 74 Link Speed (mph) 30 30 30 30 Link Distance (ft) 545 376 581 622 Travel Time (s) 12.4 8.5 13.2 14.1 Peak Hour Factor 1.00 0.78 0.57 0.68 0.87 1.00 1.00 1.00 1.00 0.81 0.57 0.73 Heavy Vehicles (%) 0% 1% 0% 2% 1% 0% 0% 0% 0% 1% 2% 1% Adj. Flow (vph) 0 377 905 334 190 0 0 0 0 259 165 125 Shared Lane Traffic (%) 50% 28% Lane Group Flow (vph) 0 377 905 167 357 0 0 0 0 186 363 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector (ft) 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 1 2 4 12 Lanes, Volumes, Timings 4. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Lanes, Volumes, Timings 4. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 4 12 Detector Phase 2 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 Total Split (s) 52.4 52.4 22.6 Total Split (%) 43.7% 43.7% 18.8% Maximum Green (s) 45.4 45.4 18.1 Yellow Time (s) 4.5 4.5 3.5 All-Red Time (s) 2.5 2.5 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode None None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 46.2 46.2 75.8 75.8 28.2 28.2 Actuated g/C Ratio 0.39 0.39 0.63 0.63 0.24 0.24 v/c Ratio 0.19 0.98 0.23 0.21 0.49 0.45 Control Delay (s/veh) 25.0 41.6 5.3 4.6 44.0 32.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 25.0 41.6 5.3 4.6 44.0 32.4 LOS C D A A D C Approach Delay (s/veh) 36.7 4.8 36.3 Approach LOS D A D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay (s/veh): 29.5 Intersection LOS: C Intersection Capacity Utilization 51.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Lanes, Volumes, Timings 4. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split (s) 22.5 52.4 22.6 22.5 22.5 22.5 Total Split (%) 19% 44% 19% 19% 19% 19% Maximum Green (s) 15.5 47.9 15.6 15.5 18.0 18.0 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time (s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary Lanes, Volumes, Timings 4. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 6 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 456 76 0 0 306 296 0 0 0 82 327 11 Future Volume (vph) 456 76 0 0 306 296 0 0 0 82 327 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 145 0 0 0 138 0 Storage Lanes 1 0 1 1 0 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.91 0.91 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.968 0.950 0.999 Satd. Flow (prot) 1626 3292 0 0 5136 1615 0 0 0 1579 3418 1615 Flt Permitted 0.414 0.630 0.950 0.999 Satd. Flow (perm) 709 2142 0 0 5136 1615 0 0 0 1579 3418 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 240 141 Link Speed (mph) 30 30 30 30 Link Distance (ft) 376 296 604 526 Travel Time (s) 8.5 6.7 13.7 12.0 Peak Hour Factor 0.85 0.54 1.00 1.00 0.74 0.88 1.00 1.00 1.00 0.87 0.85 0.69 Heavy Vehicles (%) 1% 3% 0% 0% 1% 0% 0% 0% 0% 4% 1% 0% Adj. Flow (vph) 536 141 0 0 414 336 0 0 0 94 385 16 Shared Lane Traffic (%) 50% 10% Lane Group Flow (vph) 268 409 0 0 414 336 0 0 0 85 394 16 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft) 20 100 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Perm Protected Phases 5 5 6 6 8 16 Lanes, Volumes, Timings 4. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Lanes, Volumes, Timings 4. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 8 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 8 16 8 16 Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 52.4 22.6 22.6 Total Split (%) 43.7% 18.8% 18.8% Maximum Green (s) 47.9 15.6 15.6 Yellow Time (s) 3.5 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 77.0 77.0 15.2 15.2 27.0 27.0 27.0 Actuated g/C Ratio 0.64 0.64 0.13 0.13 0.23 0.23 0.23 v/c Ratio 0.30 0.21 0.64 0.81 0.24 0.51 0.03 Control Delay (s/veh) 3.9 2.6 54.6 31.6 39.4 43.0 0.1 Queue Delay 0.4 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 4.3 2.6 54.6 31.6 39.4 43.0 0.1 LOS A A D C D D A Approach Delay (s/veh) 3.3 44.3 41.0 Approach LOS A D D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay (s/veh): 29.0 Intersection LOS: C Intersection Capacity Utilization 51.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Lanes, Volumes, Timings 4. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 9 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.6 52.4 22.5 22.5 22.5 22.5 Total Split (%) 19% 44% 19% 19% 19% 19% Maximum Green (s) 18.1 45.4 15.5 15.5 18.0 18.0 Yellow Time (s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time (s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary HCM 7th Signalized Intersection Capacity Analysis 4. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 57 1 0 283 65 29 0 0 41 0 183 Future Volume (veh/h) 27 57 1 0 283 65 29 0 0 41 0 183 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q, veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow, veh/h/ln 1841 1870 1900 1900 1885 1870 1900 1900 1900 1900 1900 1885 Adj Flow Rate, veh/h 54 85 4 0 325 77 32 0 0 49 0 251 Peak Hour Factor 0.50 0.67 0.25 1.00 0.87 0.84 0.91 1.00 1.00 0.83 1.00 0.73 Percent Heavy Veh, % 4 2 0 0 1 2 0 0 0 0 0 1 Opposing Right Turn Influence Yes Yes Yes Yes Cap, veh/h 390 1484 732 0 665 155 233 4 0 714 0 618 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.06 0.42 0.42 0.00 0.23 0.23 0.04 0.00 0.00 0.30 0.00 0.14 Unsig. Movement Delay Ln Grp Delay, s/veh 10.6 7.5 6.5 0.0 15.3 15.4 20.6 0.0 0.0 10.6 0.0 15.7 Ln Grp LOS B A A B B C B B Approach Vol, veh/h 143 402 32 300 Approach Delay, s/veh 8.7 15.3 20.6 14.8 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration (G+Y+Rc), s 24.7 7.1 11.5 8.1 16.6 0.0 18.6 Change Period (Y+Rc), s * 6.6 5.5 * 5.5 5.7 6.6 6.1 5.5 Max Green (Gmax), s * 55 11.5 * 38 17.3 30.4 42.3 6.1 Max Allow Headway (MAH), s 5.2 3.8 4.1 3.8 5.3 0.0 3.8 Max Q Clear (g_c+l1), s 2.6 2.7 5.0 2.9 6.3 0.0 2.0 Green Ext Time (g_e), s 0.6 0.0 1.0 0.1 2.4 0.0 0.0 Prob of Phs Call (p_c) 1.00 0.32 1.00 0.48 1.00 0.00 0.44 Prob of Max Out (p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.67 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow, veh/h 1810 1753 0 1810 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow, veh/h 3554 0 2976 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow, veh/h 1610 3195 673 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 HCM 7th Signalized Intersection Capacity Analysis 4. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 14 Lane Assignment L (Pr/Pm) L (Pr/Pm) L (Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol (v), veh/h 0 0 32 0 54 0 0 49 Grp Sat Flow (s), veh/h/ln 0 0 1810 0 1753 0 0 1810 Q Serve Time (g_s), s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1147 0 967 0 0 1440 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0 Perm LT Eff Green (g_p), s 0.0 0.0 0.1 0.0 12.0 0.0 0.0 0.1 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 5.7 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 0 233 0 390 0 0 714 V/C Ratio (X) 0.00 0.00 0.14 0.00 0.14 0.00 0.00 0.07 Avail Cap (c_a), veh/h 0 0 648 0 995 0 0 714 Upstream Filter (I) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 0.0 20.3 0.0 10.4 0.0 0.0 10.5 Incr Delay (d2), s/veh 0.0 0.0 0.3 0.0 0.2 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 20.6 0.0 10.6 0.0 0.0 10.6 1st-Term Q (Q1), veh/ln 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 %ile Storage Ratio (RQ%) 0.00 0.00 0.03 0.00 0.03 0.00 0.00 0.02 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol (v), veh/h 0 85 0 0 0 200 0 0 Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1791 1900 0 Q Serve Time (g_s), s 0.0 0.6 0.0 0.0 0.0 4.2 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.6 0.0 0.0 0.0 4.2 0.0 0.0 Lane Grp Cap (c), veh/h 0 1484 0 0 0 413 4 0 V/C Ratio (X) 0.00 0.06 0.00 0.00 0.00 0.48 0.00 0.00 Avail Cap (c_a), veh/h 0 4512 0 0 0 1259 1859 0 Upstream Filter (I) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 7.5 0.0 0.0 0.0 14.4 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 7.5 0.0 0.0 0.0 15.3 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.2 0.0 0.0 0.0 1.4 0.0 0.0 HCM 7th Signalized Intersection Capacity Analysis 4. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 15 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.0 0.0 1.5 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.04 0.00 0.00 0.00 0.10 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol (v), veh/h 0 4 0 251 0 202 0 0 Grp Sat Flow (s), veh/h/ln 0 1610 0 1598 0 1764 0 0 Q Serve Time (g_s), s 0.0 0.1 0.0 3.0 0.0 4.3 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.1 0.0 3.0 0.0 4.3 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 1610.2 0.0 1597.6 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 1.6 0.0 2.4 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 0.38 0.00 0.00 Lane Grp Cap (c), veh/h 0 732 0 618 0 407 0 0 V/C Ratio (X) 0.00 0.01 0.00 0.41 0.00 0.50 0.00 0.00 Avail Cap (c_a), veh/h 0 2104 0 2970 0 1240 0 0 Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 6.4 0.0 15.3 0.0 14.4 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.4 0.0 0.9 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 6.5 0.0 15.7 0.0 15.4 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.9 0.0 1.4 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 1.0 0.0 1.6 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.08 0.00 0.10 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay, s/veh 14.3 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. HCM 7th TWSC 4. 2026 Forecasted 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 17 Intersection Int Delay, s/veh 2.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 6 81 489 4 4 105 Future Vol, veh/h 6 81 489 4 4 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 70 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 63 59 95 33 33 61 Heavy Vehicles, % 0 2 1 0 0 0 Mvmt Flow 10 137 515 12 12 172 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 527 0 - 0 595 263 Stage 1 - - - - 521 - Stage 2 - - - - 74 - Critical Hdwy 5.3 - - - 5.7 7.1 Critical Hdwy Stg 1 - - - - 6.6 - Critical Hdwy Stg 2 - - - - 6 - Follow-up Hdwy 3.1 - - - 3.8 3.9 Pot Cap-1 Maneuver 665 - - - 497 631 Stage 1 - - - - 474 - Stage 2 - - - - 871 - Platoon blocked, % - - - Mov Cap-1 Maneuver 665 - - - 490 631 Mov Cap-2 Maneuver - - - - 490 - Stage 1 - - - - 467 - Stage 2 - - - - 871 - Approach EB WB SB HCM Ctrl Dly, s/v 0.68 0 12.81 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 665 - - - 490 631 HCM Lane V/C Ratio 0.014 - - - 0.025 0.273 HCM Ctrl Dly (s/v) 10.5 - - - 12.5 12.8 HCM Lane LOS B - - - B B HCM 95th %tile Q(veh) 0 - - - 0.1 1.1 SYNCHRO REPORTS 2026 FORECASTED AND SITE AM Lanes, Volumes, Timings 5. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 189 137 139 501 0 0 0 0 280 173 205 Future Volume (vph) 0 195 137 139 505 0 0 0 0 292 173 205 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.850 0.937 Flt Protected 0.950 0.998 0.950 0.997 Satd. Flow (prot) 0 5187 1568 1610 3416 0 0 0 0 1626 3212 0 Flt Permitted 0.599 0.954 0.950 0.997 Satd. Flow (perm) 0 5187 1568 1015 3265 0 0 0 0 1626 3212 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 163 172 Link Speed (mph) 30 30 30 30 Link Distance (ft) 545 376 295 622 Travel Time (s) 12.4 8.5 6.7 14.1 Peak Hour Factor 1.00 0.83 0.84 0.68 0.94 1.00 1.00 1.00 1.00 0.79 0.52 0.75 Heavy Vehicles (%) 0% 0% 3% 2% 1% 0% 0% 0% 0% 1% 1% 0% Adj. Flow (vph) 0 235 163 204 537 0 0 0 0 370 333 273 Shared Lane Traffic (%) 10% 11% Lane Group Flow (vph) 0 235 163 184 557 0 0 0 0 329 647 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector (ft) 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 1 2 4 12 Lanes, Volumes, Timings 5. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 5 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Lanes, Volumes, Timings 5. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 4 12 Detector Phase 2 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 Total Split (s) 32.0 32.0 30.5 Total Split (%) 26.7% 26.7% 25.4% Maximum Green (s) 25.0 25.0 26.0 Yellow Time (s) 4.5 4.5 3.5 All-Red Time (s) 2.5 2.5 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode None None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 20.4 20.4 49.6 49.6 54.4 54.4 Actuated g/C Ratio 0.17 0.17 0.41 0.41 0.45 0.45 v/c Ratio 0.27 0.41 0.33 0.40 0.45 0.42 Control Delay (s/veh) 44.6 9.8 5.4 5.0 25.3 16.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 44.6 9.8 5.4 5.0 25.3 16.9 LOS D A A A C B Approach Delay (s/veh) 30.4 5.1 19.7 Approach LOS C A B Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay (s/veh): 16.6 Intersection LOS: B Intersection Capacity Utilization 34.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Lanes, Volumes, Timings 5. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 7 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split (s) 35.0 44.5 26.0 27.0 22.5 22.5 Total Split (%) 29% 37% 22% 23% 19% 19% Maximum Green (s) 28.0 40.0 19.0 20.0 18.0 18.0 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time (s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary Lanes, Volumes, Timings 5. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 9 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 224 272 0 0 212 21 0 0 0 391 117 107 Future Volume (vph) 224 290 0 0 212 21 0 0 0 395 125 107 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 145 0 0 0 138 0 Storage Lanes 1 0 1 1 0 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.91 0.91 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.987 0.950 0.972 Satd. Flow (prot) 1610 3395 0 0 5085 1615 0 0 0 1643 3291 1599 Flt Permitted 0.567 0.806 0.950 0.972 Satd. Flow (perm) 961 2773 0 0 5085 1615 0 0 0 1643 3291 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 205 141 Link Speed (mph) 30 30 30 30 Link Distance (ft) 376 296 604 258 Travel Time (s) 8.5 6.7 13.7 5.9 Peak Hour Factor 0.71 0.86 1.00 1.00 0.73 0.66 1.00 1.00 1.00 0.92 0.78 0.88 Heavy Vehicles (%) 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 5% 1% Adj. Flow (vph) 315 337 0 0 290 32 0 0 0 429 160 122 Shared Lane Traffic (%) 38% 50% Lane Group Flow (vph) 195 457 0 0 290 32 0 0 0 214 375 122 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft) 20 100 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Perm Protected Phases 5 5 6 6 8 16 Lanes, Volumes, Timings 5. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 10 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Lanes, Volumes, Timings 5. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 11 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 8 16 8 16 Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 44.5 26.0 26.0 Total Split (%) 37.1% 21.7% 21.7% Maximum Green (s) 40.0 19.0 19.0 Yellow Time (s) 3.5 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 72.1 72.1 14.8 14.8 31.9 31.9 31.9 Actuated g/C Ratio 0.60 0.60 0.12 0.12 0.27 0.27 0.27 v/c Ratio 0.22 0.23 0.46 0.08 0.49 0.43 0.23 Control Delay (s/veh) 3.5 3.1 50.7 0.4 40.4 37.3 4.6 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 3.5 3.2 50.7 0.4 40.4 37.3 4.6 LOS A A D A D D A Approach Delay (s/veh) 3.3 45.7 32.6 Approach LOS A D C Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.49 Intersection Signal Delay (s/veh): 23.8 Intersection LOS: C Intersection Capacity Utilization 34.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Lanes, Volumes, Timings 5. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 12 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 30.5 32.0 35.0 27.0 22.5 22.5 Total Split (%) 25% 27% 29% 23% 19% 19% Maximum Green (s) 26.0 25.0 28.0 20.0 18.0 18.0 Yellow Time (s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time (s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary HCM 7th Signalized Intersection Capacity Analysis 5. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 64 180 42 0 51 35 1 0 0 76 3 177 Future Volume (veh/h) 64 182 42 0 53 35 1 0 0 76 3 177 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q, veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow, veh/h/ln 1870 1900 1900 1900 1870 1811 1900 1900 1900 1856 1900 1870 Adj Flow Rate, veh/h 89 228 62 0 80 45 4 0 0 110 0 254 Peak Hour Factor 0.72 0.80 0.68 1.00 0.66 0.77 0.25 1.00 1.00 0.69 0.38 0.71 Percent Heavy Veh, % 2 0 0 0 2 6 0 0 0 3 0 2 Opposing Right Turn Influence Yes Yes Yes Yes Cap, veh/h 561 1598 722 0 524 275 179 4 0 652 0 684 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.08 0.44 0.44 0.00 0.23 0.23 0.01 0.00 0.00 0.27 0.00 0.14 Unsig. Movement Delay Ln Grp Delay, s/veh 9.6 7.1 6.8 0.0 13.2 13.3 21.1 0.0 0.0 11.4 0.0 14.6 Ln Grp LOS A A A B B C B B Approach Vol, veh/h 379 125 4 364 Approach Delay, s/veh 7.6 13.2 21.1 13.6 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration (G+Y+Rc), s 25.5 5.7 11.4 9.0 16.5 0.0 17.2 Change Period (Y+Rc), s * 6.6 5.5 * 5.5 5.7 6.6 6.1 5.5 Max Green (Gmax), s * 55 11.5 * 38 17.3 30.4 42.3 6.1 Max Allow Headway (MAH), s 5.0 3.8 4.1 3.8 5.4 0.0 3.8 Max Q Clear (g_c+l1), s 3.6 2.1 4.9 3.4 3.3 0.0 2.0 Green Ext Time (g_e), s 1.8 0.0 1.0 0.2 0.7 0.0 0.1 Prob of Phs Call (p_c) 1.00 0.05 1.00 0.65 0.99 0.00 0.73 Prob of Max Out (p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.75 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow, veh/h 1810 1781 0 1767 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow, veh/h 3610 0 2347 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow, veh/h 1610 3170 1181 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 HCM 7th Signalized Intersection Capacity Analysis 5. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 17 Lane Assignment L (Pr/Pm) L (Pr/Pm) L (Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol (v), veh/h 0 0 4 0 89 0 0 110 Grp Sat Flow (s), veh/h/ln 0 0 1810 0 1781 0 0 1767 Q Serve Time (g_s), s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1143 0 1266 0 0 1406 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0 Perm LT Eff Green (g_p), s 0.0 0.0 0.1 0.0 11.9 0.0 0.0 0.1 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 8.6 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 9.9 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 0 179 0 561 0 0 652 V/C Ratio (X) 0.00 0.00 0.02 0.00 0.16 0.00 0.00 0.17 Avail Cap (c_a), veh/h 0 0 657 0 1147 0 0 652 Upstream Filter (I) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 0.0 21.0 0.0 9.4 0.0 0.0 11.3 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 21.1 0.0 9.6 0.0 0.0 11.4 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.6 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.7 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.06 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol (v), veh/h 0 228 0 0 0 62 0 0 Grp Sat Flow (s), veh/h/ln 0 1805 0 0 0 1777 1900 0 Q Serve Time (g_s), s 0.0 1.6 0.0 0.0 0.0 1.2 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 1.6 0.0 0.0 0.0 1.2 0.0 0.0 Lane Grp Cap (c), veh/h 0 1598 0 0 0 414 4 0 V/C Ratio (X) 0.00 0.14 0.00 0.00 0.00 0.15 0.00 0.00 Avail Cap (c_a), veh/h 0 4646 0 0 0 1266 1884 0 Upstream Filter (I) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 7.1 0.0 0.0 0.0 13.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 7.1 0.0 0.0 0.0 13.2 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.5 0.0 0.0 0.0 0.4 0.0 0.0 HCM 7th Signalized Intersection Capacity Analysis 5. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 18 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.5 0.0 0.0 0.0 0.4 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.09 0.00 0.00 0.00 0.03 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol (v), veh/h 0 62 0 254 0 63 0 0 Grp Sat Flow (s), veh/h/ln 0 1610 0 1585 0 1658 0 0 Q Serve Time (g_s), s 0.0 0.9 0.0 2.9 0.0 1.3 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.9 0.0 2.9 0.0 1.3 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 1610.2 0.0 1585.1 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 0.2 0.0 3.3 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 0.71 0.00 0.00 Lane Grp Cap (c), veh/h 0 722 0 684 0 386 0 0 V/C Ratio (X) 0.00 0.09 0.00 0.37 0.00 0.16 0.00 0.00 Avail Cap (c_a), veh/h 0 2081 0 3051 0 1181 0 0 Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 6.8 0.0 14.3 0.0 13.1 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 0.0 0.3 0.0 0.2 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 6.8 0.0 14.6 0.0 13.3 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.05 0.00 0.08 0.00 0.03 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay, s/veh 11.0 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. HCM 7th TWSC 5. 2026 Forecasted and Site 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 20 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 89 288 221 7 0 9 Future Vol, veh/h 89 298 221 7 0 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 70 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 67 81 70 88 100 56 Heavy Vehicles, % 0 0 2 0 0 0 Mvmt Flow 133 368 316 8 0 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 324 0 - 0 737 162 Stage 1 - - - - 324 - Stage 2 - - - - 413 - Critical Hdwy 5.3 - - - 5.7 7.1 Critical Hdwy Stg 1 - - - - 6.6 - Critical Hdwy Stg 2 - - - - 6 - Follow-up Hdwy 3.1 - - - 3.8 3.9 Pot Cap-1 Maneuver 826 - - - 425 731 Stage 1 - - - - 618 - Stage 2 - - - - 587 - Platoon blocked, % - - - Mov Cap-1 Maneuver 826 - - - 356 731 Mov Cap-2 Maneuver - - - - 356 - Stage 1 - - - - 519 - Stage 2 - - - - 586 - Approach EB WB SB HCM Ctrl Dly, s/v 2.7 0.07 10.03 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 826 - - - - 731 HCM Lane V/C Ratio 0.161 - - - - 0.022 HCM Ctrl Dly (s/v) 10.2 - 0 - 0 10 HCM Lane LOS B - A - A B HCM 95th %tile Q(veh) 0.6 - - - - 0.1 HCM 7th TWSC 5. 2026 Forecasted and Site 901: SH 114 NB Frontage Road & Driveway 1 Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 22 Intersection Int Delay, s/veh 0.4 Movement WBL WBR SEL SET NWT NWR Lane Configurations Traffic Vol, veh/h 0 0 0 0 658 0 Future Vol, veh/h 0 26 0 0 658 20 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 28 0 0 715 22 Major/Minor Minor2 Major2 Conflicting Flow All - 368 - 0 Stage 1 - - - - Stage 2 - - - - Critical Hdwy - 7.14 - - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - 3.92 - - Pot Cap-1 Maneuver 0 537 - - Stage 1 0 - - - Stage 2 0 - - - Platoon blocked, % - - Mov Cap-1 Maneuver - 537 - - Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - Approach WB NW HCM Ctrl Dly, s/v 12.08 0 HCM LOS B Minor Lane/Major Mvmt NWT NWRWBLn1 Capacity (veh/h) - - 537 HCM Lane V/C Ratio - - 0.053 HCM Ctrl Dly (s/v) - - 12.1 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 HCM 7th TWSC 5. 2026 Forecasted and Site 902: Driveway 2 & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 24 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 379 0 0 230 0 0 Future Vol, veh/h 388 9 0 230 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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 422 10 0 250 0 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 216 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 672 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 672 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Ctrl Dly, s/v 0 0 10.37 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 672 - - - HCM Lane V/C Ratio 0.002 - - - HCM Ctrl Dly (s/v) 10.4 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0 - - - HCM 7th TWSC 5. 2026 Forecasted and Site 903: Driveway 3 & W. Kirkwood Boulevard Timing Plan: AM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 26 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 288 0 0 228 0 0 Future Vol, veh/h 289 11 0 230 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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 314 12 0 250 0 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 163 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 725 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 725 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.97 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 725 - - - HCM Lane V/C Ratio 0.001 - - - HCM Ctrl Dly (s/v) 10 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0 - - - SYNCHRO REPORTS 2026 FORECASTED AND SITE PM Lanes, Volumes, Timings 6. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 294 516 227 165 0 0 0 0 210 94 91 Future Volume (vph) 0 310 516 227 178 0 0 0 0 244 94 91 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.850 0.951 Flt Protected 0.950 0.978 0.950 0.988 Satd. Flow (prot) 0 5136 1615 1610 3334 0 0 0 0 1626 3203 0 Flt Permitted 0.509 0.659 0.950 0.988 Satd. Flow (perm) 0 5136 1615 863 2246 0 0 0 0 1626 3203 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 496 63 Link Speed (mph) 30 30 30 30 Link Distance (ft) 545 376 295 622 Travel Time (s) 12.4 8.5 6.7 14.1 Peak Hour Factor 1.00 0.78 0.57 0.68 0.87 1.00 1.00 1.00 1.00 0.84 0.57 0.73 Heavy Vehicles (%) 0% 1% 0% 2% 1% 0% 0% 0% 0% 1% 2% 1% Adj. Flow (vph) 0 397 905 334 205 0 0 0 0 290 165 125 Shared Lane Traffic (%) 50% 33% Lane Group Flow (vph) 0 397 905 167 372 0 0 0 0 194 386 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector (ft) 100 20 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 1 2 4 12 Lanes, Volumes, Timings 6. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 5 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Lanes, Volumes, Timings 6. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 4 12 Detector Phase 2 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 Total Split (s) 52.4 52.4 22.6 Total Split (%) 43.7% 43.7% 18.8% Maximum Green (s) 45.4 45.4 18.1 Yellow Time (s) 4.5 4.5 3.5 All-Red Time (s) 2.5 2.5 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode None None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 45.9 45.9 75.4 75.4 28.6 28.6 Actuated g/C Ratio 0.38 0.38 0.63 0.63 0.24 0.24 v/c Ratio 0.20 0.98 0.23 0.22 0.50 0.48 Control Delay (s/veh) 25.3 42.4 5.4 4.9 44.1 34.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 25.3 42.4 5.4 4.9 44.1 34.3 LOS C D A A D C Approach Delay (s/veh) 37.2 5.0 37.6 Approach LOS D A D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay (s/veh): 30.1 Intersection LOS: C Intersection Capacity Utilization 51.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Lanes, Volumes, Timings 6. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 7 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split (s) 22.5 52.4 22.6 22.5 22.5 22.5 Total Split (%) 19% 44% 19% 19% 19% 19% Maximum Green (s) 15.5 47.9 15.6 15.5 18.0 18.0 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time (s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary Lanes, Volumes, Timings 6. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 9 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 456 76 0 0 306 296 0 0 0 82 327 11 Future Volume (vph) 456 126 0 0 306 296 0 0 0 95 353 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 145 0 0 0 138 0 Storage Lanes 1 0 1 1 0 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.91 0.91 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.974 0.950 0.999 Satd. Flow (prot) 1626 3304 0 0 5187 1599 0 0 0 1579 3418 1615 Flt Permitted 0.415 0.613 0.950 0.999 Satd. Flow (perm) 710 2080 0 0 5187 1599 0 0 0 1579 3418 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 227 141 Link Speed (mph) 30 30 30 30 Link Distance (ft) 376 296 604 258 Travel Time (s) 8.5 6.7 13.7 5.9 Peak Hour Factor 0.85 0.54 1.00 1.00 0.74 0.88 1.00 1.00 1.00 0.87 0.85 0.69 Heavy Vehicles (%) 1% 3% 0% 0% 0% 1% 0% 0% 0% 4% 1% 0% Adj. Flow (vph) 536 233 0 0 414 336 0 0 0 109 415 16 Shared Lane Traffic (%) 50% 10% Lane Group Flow (vph) 268 501 0 0 414 336 0 0 0 98 426 16 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft) 20 100 100 20 20 100 20 Trailing Detector (ft) 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Perm Protected Phases 5 5 6 6 8 16 Lanes, Volumes, Timings 6. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 10 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Lanes, Volumes, Timings 6. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 11 Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 8 16 8 16 Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 52.4 22.6 22.6 Total Split (%) 43.7% 18.8% 18.8% Maximum Green (s) 47.9 15.6 15.6 Yellow Time (s) 3.5 4.5 4.5 All-Red Time (s) 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time (s) Flash Don't Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 76.1 76.1 15.4 15.4 27.9 27.9 27.9 Actuated g/C Ratio 0.63 0.63 0.13 0.13 0.23 0.23 0.23 v/c Ratio 0.30 0.26 0.62 0.84 0.27 0.54 0.03 Control Delay (s/veh) 4.6 3.6 54.1 35.6 39.1 42.8 0.1 Queue Delay 0.4 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 5.0 3.7 54.1 35.6 39.1 42.8 0.1 LOS A A D D D D A Approach Delay (s/veh) 4.2 45.8 40.9 Approach LOS A D D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18 (15%), Referenced to phase 5:EBTL, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay (s/veh): 29.0 Intersection LOS: C Intersection Capacity Utilization 51.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Lanes, Volumes, Timings 6. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 12 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 22.6 52.4 22.5 22.5 22.5 22.5 Total Split (%) 19% 44% 19% 19% 19% 19% Maximum Green (s) 18.1 45.4 15.5 15.5 18.0 18.0 Yellow Time (s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time (s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time (s) 7.0 7.0 Flash Don't Walk (s) 11.0 11.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Intersection Summary HCM 7th Signalized Intersection Capacity Analysis 6. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 57 1 0 283 65 29 0 0 41 0 183 Future Volume (veh/h) 27 61 1 0 289 65 29 0 0 41 0 183 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q, veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj (A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow, veh/h/ln 1841 1870 1900 1900 1885 1870 1900 1900 1900 1900 1900 1885 Adj Flow Rate, veh/h 54 91 4 0 332 77 32 0 0 49 0 251 Peak Hour Factor 0.50 0.67 0.25 1.00 0.87 0.84 0.91 1.00 1.00 0.83 1.00 0.73 Percent Heavy Veh, % 4 2 0 0 1 2 0 0 0 0 0 1 Opposing Right Turn Influence Yes Yes Yes Yes Cap, veh/h 388 1484 732 0 668 153 233 4 0 714 0 618 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.06 0.42 0.42 0.00 0.23 0.23 0.04 0.00 0.00 0.30 0.00 0.14 Unsig. Movement Delay Ln Grp Delay, s/veh 10.6 7.5 6.4 0.0 15.3 15.4 20.6 0.0 0.0 10.6 0.0 15.7 Ln Grp LOS B A A B B C B B Approach Vol, veh/h 149 409 32 300 Approach Delay, s/veh 8.6 15.4 20.6 14.9 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration (G+Y+Rc), s 24.7 7.1 11.5 8.1 16.6 0.0 18.6 Change Period (Y+Rc), s * 6.6 5.5 * 5.5 5.7 6.6 6.1 5.5 Max Green (Gmax), s * 55 11.5 * 38 17.3 30.4 42.3 6.1 Max Allow Headway (MAH), s 5.2 3.8 4.1 3.8 5.3 0.0 3.8 Max Q Clear (g_c+l1), s 2.7 2.7 5.0 2.9 6.4 0.0 2.0 Green Ext Time (g_e), s 0.6 0.0 1.0 0.1 2.5 0.0 0.0 Prob of Phs Call (p_c) 1.00 0.32 1.00 0.48 1.00 0.00 0.44 Prob of Max Out (p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.67 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow, veh/h 1810 1753 0 1810 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow, veh/h 3554 0 2989 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow, veh/h 1610 3195 662 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 HCM 7th Signalized Intersection Capacity Analysis 6. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 17 Lane Assignment L (Pr/Pm) L (Pr/Pm) L (Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol (v), veh/h 0 0 32 0 54 0 0 49 Grp Sat Flow (s), veh/h/ln 0 0 1810 0 1753 0 0 1810 Q Serve Time (g_s), s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Perm LT Sat Flow (s_l), veh/h/ln 0 0 1147 0 961 0 0 1440 Shared LT Sat Flow (s_sh), veh/h/ln 0 0 0 0 0 0 0 0 Perm LT Eff Green (g_p), s 0.0 0.0 0.1 0.0 12.0 0.0 0.0 0.1 Perm LT Serve Time (g_u), s 0.0 0.0 0.0 0.0 5.6 0.0 0.0 0.0 Perm LT Q Serve Time (g_ps), s 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 Time to First Blk (g_f), s 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 Serve Time pre Blk (g_fs), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane (P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap (c), veh/h 0 0 233 0 388 0 0 714 V/C Ratio (X) 0.00 0.00 0.14 0.00 0.14 0.00 0.00 0.07 Avail Cap (c_a), veh/h 0 0 648 0 992 0 0 714 Upstream Filter (I) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d1), s/veh 0.0 0.0 20.3 0.0 10.4 0.0 0.0 10.5 Incr Delay (d2), s/veh 0.0 0.0 0.3 0.0 0.2 0.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 0.0 20.6 0.0 10.6 0.0 0.0 10.6 1st-Term Q (Q1), veh/ln 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 %ile Storage Ratio (RQ%) 0.00 0.00 0.03 0.00 0.03 0.00 0.00 0.02 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol (v), veh/h 0 91 0 0 0 204 0 0 Grp Sat Flow (s), veh/h/ln 0 1777 0 0 0 1791 1900 0 Q Serve Time (g_s), s 0.0 0.7 0.0 0.0 0.0 4.3 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.7 0.0 0.0 0.0 4.3 0.0 0.0 Lane Grp Cap (c), veh/h 0 1484 0 0 0 413 4 0 V/C Ratio (X) 0.00 0.06 0.00 0.00 0.00 0.49 0.00 0.00 Avail Cap (c_a), veh/h 0 4512 0 0 0 1259 1859 0 Upstream Filter (I) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 7.5 0.0 0.0 0.0 14.4 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 7.5 0.0 0.0 0.0 15.3 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.2 0.0 0.0 0.0 1.5 0.0 0.0 HCM 7th Signalized Intersection Capacity Analysis 6. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 18 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.2 0.0 0.0 0.0 1.6 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.04 0.00 0.00 0.00 0.10 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol (v), veh/h 0 4 0 251 0 205 0 0 Grp Sat Flow (s), veh/h/ln 0 1610 0 1598 0 1766 0 0 Q Serve Time (g_s), s 0.0 0.1 0.0 3.0 0.0 4.4 0.0 0.0 Cycle Q Clear Time (g_c), s 0.0 0.1 0.0 3.0 0.0 4.4 0.0 0.0 Prot RT Sat Flow (s_R), veh/h/ln 0.0 1610.2 0.0 1597.6 0.0 0.0 0.0 0.0 Prot RT Eff Green (g_R), s 0.0 1.6 0.0 2.4 0.0 0.0 0.0 0.0 Prop RT Outside Lane (P_R) 0.00 1.00 0.00 1.00 0.00 0.38 0.00 0.00 Lane Grp Cap (c), veh/h 0 732 0 618 0 407 0 0 V/C Ratio (X) 0.00 0.01 0.00 0.41 0.00 0.50 0.00 0.00 Avail Cap (c_a), veh/h 0 2104 0 2970 0 1242 0 0 Upstream Filter (I) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay (d1), s/veh 0.0 6.4 0.0 15.3 0.0 14.5 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 0.4 0.0 1.0 0.0 0.0 Initial Q Delay (d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay (d), s/veh 0.0 6.4 0.0 15.7 0.0 15.4 0.0 0.0 1st-Term Q (Q1), veh/ln 0.0 0.0 0.0 0.9 0.0 1.5 0.0 0.0 2nd-Term Q (Q2), veh/ln 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q (Q3), veh/ln 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor (f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q (50%), veh/ln 0.0 0.0 0.0 1.0 0.0 1.6 0.0 0.0 %ile Storage Ratio (RQ%) 0.00 0.00 0.00 0.08 0.00 0.10 0.00 0.00 Initial Q (Qb), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual) Q (Qe), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay (ds), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q (Qs), veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap (cs), veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time (tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay, s/veh 14.3 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. HCM 7th TWSC 6. 2026 Forecasted and Site 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 20 Intersection Int Delay, s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 6 81 489 4 4 105 Future Vol, veh/h 6 108 489 4 4 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 70 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 63 59 95 33 33 61 Heavy Vehicles, % 0 2 0 0 0 0 Mvmt Flow 10 183 515 12 12 172 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 527 0 - 0 625 263 Stage 1 - - - - 533 - Stage 2 - - - - 92 - Critical Hdwy 5.3 - - - 5.7 7.1 Critical Hdwy Stg 1 - - - - 6.6 - Critical Hdwy Stg 2 - - - - 6 - Follow-up Hdwy 3.1 - - - 3.8 3.9 Pot Cap-1 Maneuver 665 - - - 481 631 Stage 1 - - - - 466 - Stage 2 - - - - 853 - Platoon blocked, % - - - Mov Cap-1 Maneuver 665 - - - 472 631 Mov Cap-2 Maneuver - - - - 472 - Stage 1 - - - - 460 - Stage 2 - - - - 848 - Approach EB WB SB HCM Ctrl Dly, s/v 0.52 0.12 12.83 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 665 - - - 472 631 HCM Lane V/C Ratio 0.014 - - - 0.026 0.273 HCM Ctrl Dly (s/v) 10.5 - 0 - 12.8 12.8 HCM Lane LOS B - A - B B HCM 95th %tile Q(veh) 0 - - - 0.1 1.1 HCM 7th TWSC 6. 2026 Forecasted and Site 901: SH 114 NB Frontage Road & Driveway 1 Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 22 Intersection Int Delay, s/veh 1.7 Movement WBL WBR SEL SET NWT NWR Lane Configurations Traffic Vol, veh/h 0 0 0 0 429 0 Future Vol, veh/h 0 83 0 0 429 55 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 90 0 0 466 60 Major/Minor Minor2 Major2 Conflicting Flow All - 263 - 0 Stage 1 - - - - Stage 2 - - - - Critical Hdwy - 7.14 - - Critical Hdwy Stg 1 - - - - Critical Hdwy Stg 2 - - - - Follow-up Hdwy - 3.92 - - Pot Cap-1 Maneuver 0 627 - - Stage 1 0 - - - Stage 2 0 - - - Platoon blocked, % - - Mov Cap-1 Maneuver - 627 - - Mov Cap-2 Maneuver - - - - Stage 1 - - - - Stage 2 - - - - Approach WB NW HCM Ctrl Dly, s/v 11.71 0 HCM LOS B Minor Lane/Major Mvmt NWT NWRWBLn1 Capacity (veh/h) - - 627 HCM Lane V/C Ratio - - 0.144 HCM Ctrl Dly (s/v) - - 11.7 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.5 HCM 7th TWSC 6. 2026 Forecasted and Site 902: Driveway 2 & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 24 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 87 0 0 594 0 0 Future Vol, veh/h 112 25 0 594 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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 122 27 0 646 0 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 74 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 825 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 825 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.38 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 825 - - - HCM Lane V/C Ratio 0.003 - - - HCM Ctrl Dly (s/v) 9.4 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0 - - - HCM 7th TWSC 6. 2026 Forecasted and Site 903: Driveway 3 & W. Kirkwood Boulevard Timing Plan: PM 04/17/2025 Synchro 12 Report Dunaway & Associates, LLC Page 26 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 85 0 0 495 0 0 Future Vol, veh/h 87 31 0 501 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop 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 95 34 0 545 0 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 64 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 7.14 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.92 Pot Cap-1 Maneuver - - 0 - 0 837 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 837 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Ctrl Dly, s/v 0 0 9.31 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 837 - - - HCM Lane V/C Ratio 0.003 - - - HCM Ctrl Dly (s/v) 9.3 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0 - - - April 22, 2025 Narrative for Zoning Change Submittal S-P-2 Generalized Site Plan District for 1901 W. Kirkwood Blvd, Southlake, Texas Case Number ZA25-0026 This site shall comply with all conditions of the City of Southlake Comprehensive Zoning Ordinance No. 480, as amended, as it pertains to Section 22, C-3 General Commercial District uses and regulations. Development Regulations: The property shall be subject to the development regulations for the C-3 Commercial District and all other applicable regulations with the following exceptions: To facilitate a contiguous development, buffer yards and building setbacks will not be required along internal boundary lines. Parking agreements for offsite parking for valet service will be in place prior to building permitting to satisfy the combined parking requirements for the development. Additional Information: The focus of this application is to revise the building plans and zoning for the parcel at 1901 W Kirkwood Blvd in Southlake from its previous configuration to a modified version. The parcel’s zoning as SP-2 will not change. The model we have been using for our zoning analysis is C3 Commercial. Please refer to Exhibit A (attached) which is a portion of the Southlake Zoning Map which identifies our site and zoning of adjacent parcels. Also refer to Exhibit B (attached) in which the site is shown as Mixed Use in the Future Land Use Map. The restaurant will be an upscale restaurant which will seat 250, for dinner only, 7 days a week. The event space will seat 200 for dining and will likely only be in use on the weekends. Parking requirements determined by the square footage of the restaurant. The site includes 7 freestanding storefronts with a total square footage of 10,975 sf. Our site plan is currently configured to provide most of the required parking on site at the property - 1 space per 100 sf of resturant and 1 space per 200 sf of retail. We have 182 out of 255 required parking spots on site and all other required spaces will be provded by a free valet service arranged by the restaurant and event space operator. We are developing a parking agreement with the property North of W Kirkwood Blvd across from VariSpace for the remainder of the required parking spaces. NON-RESIDENTIAL PLANNED UNIT DEVELOPMENT RESIDENTIAL PLANNED UNIT DEVELOPMENT SINGLE FAMILY RESIDENTIAL AGRICULTURAL RESIDENTIAL PLANNED UNIT DEVELOPMENT SP1- DETAILED SITE PLAN EXHIBIT A ZA25-0026 MIXED USE MIXED USE100 YEAR FLOOD PLAIN OFFICE COMMERCIAL OFFICE COMMERCIAL LOW DENSITY RESIDENTIAL SITE - 1901 KIRKWOOD BLVD EXHIBIT B ZA25-0026