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This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COM\\kimley-horn.com\MW_TWC\TWC_LDEV\Starbucks\_Drive Thru Extension Program\FY20 Priority Sites\8920 CARMEL, IN - 2810 E 116TH STREET\3 Design\C0-COVER SHEET.dwg May 14, 2020 - 8:29pmBYREVISIONS No. DATEPREPARED FORCOVER SHEETC000STORE 89202810 E 116TH STREETSTARBUCKSCARMEL INDIANADATECHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT16092401505/12/2020AS SHOWNMSMSJMMNORTH VICINITY N.T.S. SITE CARMEL, HAMILTON COUNTY, INDIANA 1. CONTRACTOR SHALL CONFIRM THAT THE EXISTING CONDITIONS FOR THE SITE MATCH WHAT IS SHOWN ON THE DRAWINGS INCLUDED PRIOR TO CONSTRUCTION. 2. IF REPRODUCED, THE SCALES SHOWN ON THESE PLANS ARE BASED ON A (34.00 X 22.00 INCHES) SHEET. 3. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 4. ALL GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. NOTES: GENERAL CONTRACTOR POWERHOUSE 812 CROWLEY RD, SUITE A CROWLEY, TX 76036 TELEPHONE: (614) 582-6106 CONTACT: MICHELLE EGAN PROJECT TEAM: ENGINEER KIMLEY-HORN AND ASSOCIATES, INC. PREPARED BY: TRISHA D. SIEH 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 TELEPHONE (651) 645-4197 ENGINEER OF RECORD: JUSTIN M. MULLER 2400 CORPORATE EXCHANGE DRIVE SUITE 120 COLUMBUS, OH 43231 TELEPHONE: (614) 454-6699 OWNER / DEVELOPER STARBUCKS 55 MONUMENT CIRCLE, SUITE 1300C INDIANAPOLIS, IN 46202 CONTACT: SCOTT MCADAMS STORE 8920 2810 E 116TH STREET FOR DRIVE-THRU ORDER POINT RELOCATION PLANS Know what'sbelow. before you dig. Call 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC. SUCH THAT THE IMPROVEMENTS ON THE PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE PROJECT DOCUMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. CONTRACTOR SHALL PROVIDE COPIES OF THE PERMIT AND RECEIPTS OF DISPOSAL OF MATERIALS TO THE OWNER AND OWNERS REPRESENTATIVE. 3. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICES TO THE BUILDING AND ADJACENT PROPERTIES AT ALL TIMES. UTILITY SERVICES SHALL NOT BE INTERRUPTED WITHOUT APPROVAL FROM THE CONSTRUCTION MANAGER AND COORDINATION WITH THE ADJACENT PROPERTIES AND/OR THE CITY. 4. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 5. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR LOCATIONS OF EXISTING UTILITIES WITHIN ALL AREAS OF PROPOSED WORK. 6. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ANY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PRECEDING WITH THE WORK. 7. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC, AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN ANY ROAD RIGHT-OF-WAY DURING CONSTRUCTION. 8. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC. (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY THE CONSTRUCTION MANAGER. MAINTENANCE OF TRAFFIC CONTROL SHALL BE COORDINATED IN ACCORDANCE WITH CARMEL, HAMILTON COUNTY AND INDOT. 9. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTIES DURING CONSTRUCTION, AND SHALL NOTIFY ALL PROPERTIES IF ACCESS WILL BE INTERRUPTED OR ALTERED AT ANY TIME DURING CONSTRUCTION. 10. CONTRACTOR SHALL LIMIT SAW-CUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 11. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 12. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 13. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM AN AERIAL KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 14. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 15. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 16. CONTRACTOR TO CALL INDIANA 811 UTILITY LOCATE AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 17. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 18. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 20. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 21. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 22. INSTALL A MINIMUM OF 4" AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 23. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 24. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 25. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 26. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 27. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 28. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 29. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 30. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 31. CONTRACTOR TO REMOVE AND REPLACE EXISTING SURFACES TO MATCH EXISTING OR BETTER IN AREAS OF DEMO AND INSTALLATION OF DRIVE-THRU EQUIPMENT. CONSTRUCTION NOTES E 116TH STREETKEYSTONE PKWYDRAWING INDEX SHEET NO. SHEET TITLE C000 COVER SHEET C100 RELOCATION PLAN CD01 CONSTRUCTION DETAILS CD02 CONSTRUCTION DETAILS CD03 CONSTRUCTION DETAILS CD04 CONSTRUCTION DETAILS CD05 CONSTRUCTION DETAILS CD06 CONSTRUCTION DETAILS CD07 CONSTRUCTION DETAILS CD08 CONSTRUCTION DETAILS 11/09/21 0+00 0+20 0+40 0+600+801+00 1+20 1+40 1+59 CL OF EXISTING D/T WINDOW STA:0+00.00 OFF:5.00'R EXISTING ORDER POINT STA:0+79.47 OFF:5.00'R PROPOSED ORDER POINT STA:1+20.00 OFF:5.00'R LOADINGZONEA B C H D I E G ZONE LOADING F F APPROXIMATE DOOR LOCATION. PROPOSED DRIVE-THRU EQUIPMENT SHALL NOT BLOCK EXISTING DOORS, TYP. APPROXIMATE DOOR LOCATION. PROPOSED DRIVE-THRU EQUIPMENT SHALL NOT BLOCK EXISTING DOORS, TYP. REMOVE EXISTING LOADING ZONE MARKING REINSTALL PROPOSED LOADING ZONE MARKING REINSTALL NEW STRIPING MARKINGS AND MATCH EXISTING STRIPING MARKINGS (TYP) LOCATION OF STORM DRAIN LINE PER PRIVATE UTILITY LOCATE LOCATION OF STORM DRAIN LINE PER PRIVATE UTILITY LOCATE LOCATION OF ELECTRICAL PER PRIVATE UTILITY LOCATE LOCATION OF COMMUNICATION LINE PER PRIVATE UTILITY LOCATE LOCATION OF WATER LINE PER PRIVATE UTILITY LOCATE LOCATION OF WATER LINE PER PRIVATE UTILITY LOCATE LOCATION OF GAS LINE PER PRIVATE UTILITY LOCATE LOCATION OF STORM DRAIN LINE PER PRIVATE UTILITY LOCATE LOCATION OF ELECTRIC LINE PER PRIVATE UTILITY LOCATE LOCATION OF COMMUNICATION LINE PER PRIVATE UTILITY LOCATE LOCATION OF COMMUNICATION LINE PER PRIVATE UTILITY LOCATE ONEWAYTIDEDROPOFFLANE9'DEDICATED TIDE PICK UP/DROP OFF ZONE ONE WAY SBUX DRIVE THRU LANE ONE WAY ONE WAY NO LEFT TURN EXISTING SITE PLAN IMPROVEMENTS (TIDE CLEANERS)This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2020 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Starbucks\_Drive Thru Extension Program\FY20 Priority Sites\8920 CARMEL, IN - 2810 E 116TH STREET\3 Design\8920 CARMEL_IN.dwg March 09, 2021 - 11:57am©BYREVISIONS No. DATESCOPE OF WORK REMOVE, SALVAGE, AND REINSTALL 5 PANEL MENU BOARD REMOVE, SALVAGE, AND REINSTALL EXISTING DRIVE THRU SPEAKER POST DISCONNECT AND ABANDON EXISTING DETECTOR LOOP IN PLACE REINSTALL SALVAGED 5 PANEL MENU BOARD - SEE DETAIL 4, 24 REINSTALL SALVAGED DRIVE THRU SPEAKER POST - SEE DETAIL 1, 21 INSTALL NEW BOLLARD, SEE DETAIL THIS SHEET INSTALL NEW DETECTOR LOOP - SEE DETAIL 27 REMOVE AND SALVAGE EXISTING CLEARANCE BAR REINSTALL SALVAGED CLEARANCE BAR A B C D E F G H I 1. EXISTING MENU BOARD, ORDER POINT, AND PRE-MENU BOARD TO BE REUSED, UNLESS NOTED OTHERWISE 2. REFERENCE DRIVE-THRU STATIONING (OFFSET 5' FROM FACE OF CURB) 3. REFERENCE DETAIL 29 FOR LOW VOLTAGE WIRING DIAGRAM. FOR PLACEMENT OF NEW ELECTRIC OR COMMUNICATION LINES, CONTRACTOR TO REPLACE EXISTING SURFACES OF DISTURBED AREAS IN KIND. 4. FOUNDATIONS DESIGNED FOR MODERATE SOIL CONDITIONS, CONTACT KIMLEY-HORN IF FIELD CONDITIONS VARY. LEGEND EXISTING CURB TO REMAIN RED = EXISTING DRIVE-THRU EQUIPMENT GENERAL NOTES BLACK = PROPOSED DRIVE-THRU EQUIPMENT Know what'sbelow. before you dig.Call R STEEL PIPE BOLLARD DETAIL PREPARED FORDRIVE-THROUGHEQUIPMENTRELOCATION PLANC100STORE 89202810 E 116TH STREETSTARBUCKSCARMEL INDIANADATECHECKED BY SCALE DESIGNED BY DRAWN BY KHA PROJECT16092401503/09/2021AS SHOWNMSMSJMMPRIVATE UTILITY LOCATE IDENTIFIES APPROXIMATE LOCATIONS, UTILITIES TO BE CONFIRMED IN FIELD 11/09/21 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 ©N.T.S DIGITAL ORDER SCREEN AND CONTROL BOX W/CANOPY2 February 25, 2020 CD01SPEAKER POST/ORDER SCREEN N.T.S DRIVE THRU SPEAKER POST1 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpo se and client for which it was prepared. Reuse of and improper reliance on this document with out written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. K:\TWC_LDEV\Starbucks\_Drive Thru Extension Program\Q2\6857 - Edmond, OK - 1001 E 2nd St\3 Design\CAD\PlanSheets\DETAILS.dwg March 25, 2020 - 2:53pm 11/09/21 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 ©N.T.S 5-PANEL MENU BOARD & DOS W/CANOPY6 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS February 25, 2020 CD02 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © MENU BOARDS AND PRE-MENU BOARD N.T.S DTE - MENU 5 PANEL FREESTANDING 4N.T.S DTE - PRE-MENU FREESTANDING3 N.T.S 5 PANEL 20 DEG DT MENU BOARD W/ SPEAKER POST5 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpo se and client for which it was prepared. Reuse of and improper reliance on this document with out written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. K:\TWC_LDEV\Starbucks\_Drive Thru Extension Program\Q2\6857 - Edmond, OK - 1001 E 2nd St\3 Design\CAD\PlanSheets\DETAILS.dwg March 25, 2020 - 2:53pm 11/09/21 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © N.T.S DOS CONTROL BOX WIRING 9 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS February 25, 2020 CD03 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © DOS DETAILS N.T.S DOS CONTROL BOX AT CANOPY - SECTION14 N.T.S DOS CONTROL BOX CONDUIT STUB-UPS AT CANOPY13 N.T.S DOS CONTROL BOX CONDUIT STUB-UPS AT POST10 N.T.S DOS CONTROL BOX - FREESTANDING7 N.T.S DOS CONTROL BOX ON DOS POST11 N.T.S DOS CONTROL BOX - WALL MOUNT 8 N.T.S DOS CONTROL BOX ON DOS POST - SECTION12 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpo se and client for which it was prepared. Reuse of and improper reliance on this document with out written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. K:\TWC_LDEV\Starbucks\_Drive Thru Extension Program\Q2\6857 - Edmond, OK - 1001 E 2nd St\3 Design\CAD\PlanSheets\DETAILS.dwg March 25, 2020 - 2:54pm 11/09/21 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS February 25, 2020 CD04 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 ©20 MOBILE ORDER PARKING SIGN ELEVATION20N.T.S MOBILE ORDER PARKING SIGN FOOTING19 N.T.S DTE - NON-ILLUMINATED PROTECTIVE BOLLARD 18 N.T.S CLEARANCE BAR15 N.T.S DIRECTIONAL ARROW W/LOGO, ILLUMINATED17 N.T.S THANK YOU/EXIT ONLY SIGN, ILLUMINATED 16 MISC. SIGNS AND BOLLARDS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpo se and client for which it was prepared. Reuse of and improper reliance on this document with out written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. K:\TWC_LDEV\Starbucks\_Drive Thru Extension Program\Q2\6857 - Edmond, OK - 1001 E 2nd St\3 Design\CAD\PlanSheets\DETAILS.dwg March 25, 2020 - 2:54pm 11/09/21 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS February 25, 2020 CD05 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © N.T.S DTE - CLEARANCE BAR FOOTING 22 N.T.S DTE - DIRECTIONAL SIGN FOOTING 21 N.T.S DTE - DOS CANOPY FOOTING25 N.T.S DTE - MENU BOARD FOOTING 24N.T.S DTE - PRE-MENU BOARD FOOTING23 FOOTINGS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpo se and client for which it was prepared. Reuse of and improper reliance on this document with out written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. K:\TWC_LDEV\Starbucks\_Drive Thru Extension Program\Q2\6857 - Edmond, OK - 1001 E 2nd St\3 Design\CAD\PlanSheets\DETAILS.dwg March 25, 2020 - 2:54pm 11/09/21 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © N.T.S VEHICLE DETECTOR LOOP - SAW-CUT27 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS February 25, 2020 CD06 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © N.T.S VEHICLE DETECTOR LOOP - POUR IN PLACE26 DETECTOR LOOPS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpo se and client for which it was prepared. Reuse of and improper reliance on this document with out written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. K:\TWC_LDEV\Starbucks\_Drive Thru Extension Program\Q2\6857 - Edmond, OK - 1001 E 2nd St\3 Design\CAD\PlanSheets\DETAILS.dwg March 25, 2020 - 2:54pm 11/09/21 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © N.T.S LOW VOLTAGE SITE DIAGRAM - DOS28 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS February 25, 2020 CD07 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © LOW VOLTAGE SITE DIAGRAMS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpo se and client for which it was prepared. Reuse of and improper reliance on this document with out written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. K:\TWC_LDEV\Starbucks\_Drive Thru Extension Program\Q2\6857 - Edmond, OK - 1001 E 2nd St\3 Design\CAD\PlanSheets\DETAILS.dwg March 25, 2020 - 2:54pm 11/09/21 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © N.T.S LOW VOLTAGE SITE DIAGRAM - SPEAKER POST29 DRIVE-THROUGH EQUIPMENT RELOCATION DETAILS February 25, 2020 CD08 2020 KIMLEY-HORN AND ASSOCIATES, INC. 767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114 © LOW VOLTAGE SITE DIAGRAMS This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpo se and client for which it was prepared. Reuse of and improper reliance on this document with out written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. K:\TWC_LDEV\Starbucks\_Drive Thru Extension Program\Q2\6857 - Edmond, OK - 1001 E 2nd St\3 Design\CAD\PlanSheets\DETAILS.dwg March 25, 2020 - 2:54pm 11/09/21