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Home My WebLink AboutRepublic Airways - Civil and LandscapePACKAGE REPUBLIC AIRWAYS CORPORATE CAMPUS Carmel, Indiana PROJECT NAMEREPUBLIC AIRWAYS CORPORATE CAMPUSRATIO Architects, Inc. 101 South Pennsylvania Street Indianapolis, Indiana 46204 (317) 633-4040 ARCHITECT Barth Electric Co., Inc. 1934 N. Illinois Street Indianapolis, Indiana 46202 ELECTRICAL DESIGN/BUILDER Republic Airways Holdings 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 OWNER 12195 N. Meridian St. Carmel, Indiana 46032 RATIO PROJECT NO. OWNER PROJECT NO. DATE 21040 12345 PROJECT ADDRESS VOLUME 1 McComas/O'donnell & Naccarato 1717 E. 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 STRUCTURAL ENGINEER DEEM LLC 6831 E 32nd Street Indianapolis, Indiana 46226 MECHANICAL / PLUMBING DESIGN/BUILDER Kimley Horn 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 CIVIL ENGINEER THESE RECORD DOCUMENTS HAVE BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE WE ASSUME THIS INFORMATION TO BE REASONABLY RELIABLE, THE ARCHITECT (ENGINEER)ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS RECORD DOCUMENT OR FOR ANY ERRORS OR OMISSIONS THAT MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT OF INCORRECT INFORMATION PROVIDED TO THE ARCHITECT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY. RECORD DOCUMENTS SEAL | DATE VOLUME1SET NO.DATERATIO PROJECT NO. PACKAGE21040.00012/17/21 12/17/2021 CD SET CD SET12/17/21Kite Realty Group 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 DEVELOPER 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SHEET INDEX, PROJECT LOCATION SHEET DESCRIPTION G-001 SHEET INDEX, PROJECT LOCATION L-001 GENERAL INFORMATION - LANDSCAPE L-011 SCOPE-OF-WORK - OVERALL L-201 SITE FEATURES PLAN - PHASE I L-401 GRADING PLAN - PHASE I L-501 PLANTING PLAN - PHASE I L-511 SOILS PLACEMENT PLAN - PHASE I L-621 PLAN ENLARGEMENTS - SITE FEATURES L-622 PLAN ENLARGEMENTS - SITE FEATURES L-623 PLAN ENLARGEMENTS - SITE FEATURES L-624 PLAN ENLARGEMENTS - SITE FEATURES L-625 PLAN ENLARGEMENTS - SITE FEATURES L-626 PLAN ENLARGEMENTS - SITE FURNISHINGS L-627 PLAN ENLARGEMENTS - SITE FURNISHINGS L-628 PLAN ENLARGEMENTS - SITE FURNISHINGS L-632 PLAN ENLARGEMENTS - SPECIALTY PAVING L-633 PLAN ENLARGEMENTS - SPECIALTY PAVING L-641 PLAN ENLARGEMENTS - GRADING L-642 PLAN ENLARGEMENTS - GRADING L-643 PLAN ENLARGEMENTS - GRADING L-644 PLAN ENLARGEMENTS - GRADING L-645 PLAN ENLARGEMENTS - GRADING L-651 PLAN ENLARGEMENTS - PLANTING L-652 PLAN ENLARGEMENTS - PLANTING L-653 PLAN ENLARGEMENTS - PLANTING L-654 PLAN ENLARGEMENTS - PLANTING L-662 PLAN ENLARGEMENTS - CATENARY LIGHTING L-701 SITE DETAILS - GENERAL SITE DEVELOPMENT L-702 SITE DETAILS - GENERAL SITE DEVELOPMENT L-703 SITE DETAILS - GENERAL SITE DEVELOPMENT L-704 SITE DETAILS - GENERAL SITE DEVELOPMENT L-705 SITE DETAILS - GENERAL SITE DEVELOPMENT L-706 SITE DETAILS - GENERAL SITE DEVELOPMENT L-711 SITE DETAILS - GENERAL SITE DEVELOPMENT L-712 SITE DETAILS - GENERAL SITE DEVELOPMENT L-751 SITE DETAILS - SITE FURNISHINGS L-752 SITE DETAILS - SITE FURNISHINGS L-753 SITE DETAILS - SITE FURNISHINGS L-754 SITE DETAILS - SITE FURNISHINGS L-761 SITE DETAILS - CUSTOM PREFAB FEATURES L-762 SITE DETAILS - GENERAL SITE DEVELOPMENT L-763 SITE DETAILS - GENERAL SITE DEVELOPMENT L-764 SITE DETAILS - GENERAL SITE DEVELOPMENT L-765 SITE DETAILS - ELEVATIONS DRAWING SHEET INDEX REGIONAL MAP PROJECT LOCATION A. THE FOLLOWING GENERAL NOTES APPLY TO THESE CONTRACT DOCUMENTS AND ARE NOT SPECIFIC TO ANY ONE DISCIPLINE. B. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUB-CONTRACTORS, TRADES AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIES ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY. C. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE CONTRACTOR. D. THE CONSTRUCTION DOCUMENTS ESTABLISH DETAILED MINIMUM REQUIREMENTS FOR THE CONSTRUCTION OF THE PROJECT. E. THE GENERAL NOTES, SYMBOLS AND DEFINITIONS APPLICABLE ONLY TO EACH DISCIPLINE CAN BE FOUND AT THE FRONT OF EACH DISCIPLINES PORTION OF THE SET OF DRAWINGS AND IS LISTED AS PART OF THE OVERALL PROJECT INDEX OF DRAWINGS. F. BASIC FIRE PROTECTION AND THE EXITING SCHEME ARE ILLUSTRATED BY THE LIFE SAFETY PLAN(S) AND APPLICABLE FIRE AND BUILDING CODE SUMMARY ON SHEET (G-002). G. THE ARCHITECTURAL DRAWINGS ESTABLISH, COORDINATE, AS WELL AS TAKE PRECEDENCE FOR THE FINISH APPEARANCE OF ALL EXPOSED ELEMENTS OF THE WORK OF ALL TRADES INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF THE OTHER DISCIPLINES. IF THERE IS A DISCREPANCY IN THE NUMBER OF FIXTURES, DEVICES, ETC. SHOWN ON ARCHITECTURAL DOCUMENTS AND THE DOCUMENTS OF OTHER DISCIPLINES CONTRACTOR'S PRICING SHALL ACCOUNT FOR THE GREATER QUANTITY SHOWN. H. THE DRAWING MAY MAKE REFERENCE TO AND/OR ILLUSTRATE ITEMS WHICH ARE NOT PART OF THE WORK OF THE CONTRACT. THESE "NOT IN CONTRACT" ITEMS ARE REFERENCED AND/OR ILLUSTRATED FOR THE CONTRACTORS REFERENCE, INFORMATION AND COORDINATION ONLY. I. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES OF THE PLACE (CITY, COUNTY, DISTRICT AND STATE) WHERE THE PROJECT IS LOCATED - ALTHOUGH SUCH REQUIREMENTS MAY NOT BE REFLECTED BY THESE CONTRACT DOCUMENTS. J. EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND OR VISUAL FIELD SURVEYS. THE CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT THE SITE PRIOR TO SUBMITTING A BID. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. K. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SIMILAR RELEASES REQUIRED FOR THE CONSTRUCTION AND OCCUPANCY OF THE PROJECT. THE CONTRACTOR SHALL FURNISH COPIES OF ALL SUCH ITEMS TO THE OWNER AND ARCHITECT WITHIN 10 DAYS OF RECEIPT OF SUCH ITEMS. IF PERMITS ARE ISSUED SUBJECT TO CERTAIN CONDITIONS OR REVISIONS TO THE WORK OR IF PERMITS ARE DELAYED FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT. L. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN AND PROTECT NEW WORK AS WELL AS EXISTING SYSTEMS AND ELEMENTS WHICH ARE TO REMAIN. ANY DAMAGE TO SUCH SYSTEMS AND ELEMENTS SHALL BE IMMEDIATELY REPAIRED IN A MANNER ACCEPTABLE TO THE ARCHITECT. IF SATISFACTORY REPAIRS CANNOT BE MADE, THE CONTRACTOR SHALL REPLACE SYSTEMS AND ELEMENTS WITH "LIKE NEW" QUALITY ACCEPTABLE TO THE ARCHITECT. ALL REPAIRS AND REPLACEMENT COST SHALL BE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. GENERAL PROJECT NOTES COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE G-001 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 CORPORATECAMPUSPHASE 1©(NOT TO SCALE) LOCATION MAP C0.0 FINAL ENGINEERING PLANS FOR EARTHWORK, UTILITY INFRASTRUCTURE, & FINAL SITE DEVELOPMENT HAMILTON CROSSING PHASE 1 12201 N MERIDIAN ST CARMEL, IN 46032 CONSTRUCTION OF TWO BUILDINGS ON ±14.29 AC. PROJECT IS IN SECTION 35 OF T18N, R3E IN CARMEL, HAMILTON COUNTY, INDIANA HAMILTON COUNTY LEGAL DESCRIPTION TITLE SHEETPROJECT TEAM ROLE COMPANY ADDRESS PHONE NUMBER CONTACT DEVELOPER/OWNER KITE REALTY GROUP 30 S. MERIDIAN ST., STE. 1100 INDIANAPOLIS, IN 46204 (317) 577-5600 DOUG KIRBY, P.E. CIVIL ENGINEER KIMLEY-HORN & ASSOCIATES, INC. 250 E. 96TH ST., STE 580, INDIANAPOLIS, IN 46240 (317) 218-9560 MIKE TIMKO, P.E. LANDSCAPE ARCHITECT RATIO 101 S PENNSYLVANIA ST. INDIANAPOLIS, IN 46204 (317) 275-6974 CAMERON RODMAN LAND SURVEYOR AMERICAN STRUCTUREPOINT, INC. 9025 RIVER ROAD, STE 200 INDIANAPOLIS, IN 46240 (317) 547-5580 TRACY MCGILL, P.S. UTILITY AND GOVERNING AGENCY CONTACTS SERVICE / JURISDICTION COMPANY / DEPT. ADDRESS PHONE NUMBER CONTACT ENGINEERING DEPARTMENT CITY OF CARMEL 1 CIVIC SQUARE, 1ST FLOOR CARMEL, IN 46032 (317) 571-2441 ALEX JORDAN ADA CITY OF CARMEL 1 CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 (317) 571-2417 DAVID LITTLEJOHN FIRE DEPARTMENT CARMEL FIRE DEPARTMENT 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2612 LUKE RAY PLANNING & ZONING CITY OF CARMEL 1 CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 (317) 571-2417 ANGIR CONN BUILDING & CODE SERVICES CITY OF CARMEL 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2444 WILLIAM (BILL) HOLT SANITARY SEWER CITY OF CARMEL UTILITIES 30 WEST MAIN STREET, STE 200 CARMEL, IN 46032 (317) 571-2443 JOHN DUFFY WATER CITY OF CARMEL UTILITIES 30 WEST MAIN STREET, STE 200 CARMEL, IN 46032 (317) 733-2855 STEVE COOK (NOT TO SCALE) HAMILTON COUNTY VICINITY MAP NORTH CARMEL NOTES INDEX OF SHEETS Sheet Number Sheet Title C0.0 TITLE SHEET C1.0 GENERAL SPECIFICATIONS C1.1 CITY OF CARMEL GENERAL NOTES C1.2 ALTA SURVEY (1 OF 3) C1.3 ALTA SURVEY (2 OF 3) C1.4 ALTA SURVEY (3 OF 3) C2.0 EXISTING CONDITIONS AND DEMO PLAN C2.1 EXISTING CONDITIONS AND DEMO PLAN C3.0 OVERALL SITE PLAN C3.1 SITE PLAN C3.2 ROAD PLAN & PROFILE C3.3 ROAD PLAN & PROFILE C4.0 EROSION CONTROL PLAN C4.1 EROSION CONTROL DETAILS C4.2 SWPPP C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING AND DRAINAGE PLAN C6.0 UTILITY PLAN C6.1 STRUCTURE DATA TABLE C7.0 STORM SEWER PLAN & PROFILE C7.1 STORM SEWER PLAN & PROFILE C7.2 STORM SEWER PLAN & PROFILE C7.3 STORM SEWER PLAN & PROFILE C8.0 SANITARY SEWER PLAN & PROFILES C8.1 SANITARY SEWER PLAN & PROFILES C9.0 CONSTRUCTION DETAILS C9.1 CONSTRUCTION DETAILS C9.2 CONSTRUCTION DETAILS C9.3 CONSTRUCTION DETAILS C9.4 CONSTRUCTION DETAILS 02/23/22 CORPORATECAMPUSPHASE 1©GENERAL NOTES SANITARY SEWER NOTES WATERMAIN NOTES STORM SEWER NOTES C1.0 WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. EARTHWORK NOTES SIGNING AND PAVEMENT MARKING NOTES PAVING NOTESDEMOLITION NOTES EROSION CONTROL NOTES GENERALSPECIFICATIONS02/23/22 CORPORATECAMPUSPHASE 1©C1.1CITY OFCARMELGENERALNOTES” 02/23/22 02/23/22 02/23/22 02/23/22 U.S. 31PENNSYLVANIA AVEMATCHLINE - SEE SHEET Cx.1 MATCHLINE - SEE SHEET Cx.0 CORPORATECAMPUSPHASE 1©NORTH C2.0 GENERAL DEMOLITION NOTES DEMOLITION NOTES · · · · DEMOLITION NOTES DEMOLITION LEGEND EXISTINGCONDITIONSAND DEMO PLANSWPPP NOTE BOARD OF PUBLIC WORKS NOTE FIRE DEPARTMENT NOTES 02/23/22 U.S. 31WEST CARMEL DRIVE PENNSYLVANIA AVEMATCHLINE - SEE SHEET Cx.1 MATCHLINE - SEE SHEET Cx.0 CORPORATECAMPUSPHASE 1©NORTH C2.1 GENERAL DEMOLITION NOTES DEMOLITION NOTES · · · · DEMOLITION NOTES DEMOLITION LEGEND EXISTINGCONDITIONSAND DEMO PLANSWPPP NOTE BOARD OF PUBLIC WORKS NOTE FIRE DEPARTMENT NOTES 02/23/22 U.S. 31U.S. 31WEST CARMEL DRIVE PENNSYLVANIA AVEPENNSYLVANIA AVEEXISTING HOTEL ±13,812 SF FFE: 862.39 PROPOSED HOTEL EXPANSION ±15,150 SF FFE: 862.39 PROPOSED BUILDING 1 ± 51,827 SF FFE = 862.40 FUTURE BUILDING ±38,993 SF FFE: 862.40 Generator 10' x 28' x 2' pad PAVING LEGEND BENCHMARKS EXISTING LEGEND CORPORATECAMPUSPHASE 1©NORTH SITE NOTES C3.0OVERALL SITEPLANSITE SUMMARY BOARD OF PUBLIC WORKS NOTE 02/23/22 U.S. 31PENNSYLVANIA AVEEXISTING HOTEL ±13,812 SF FFE: 862.39 PROPOSED HOTEL EXPANSION ±15,150 SF FFE: 862.39 PROPOSED BUILDING 1 ± 51,827 SF FFE = 862.40 FUTURE BUILDING ±38,993 SF FFE: 862.40 Generator 10' x 28' x 2' pad PAVING LEGEND CORPORATECAMPUSPHASE 1©NORTH KEY NOTES SITE NOTES C3.1SITE PLANSITE SUMMARY BOARD OF PUBLIC WORKS NOTE 02/23/22 PENNSYLVANIA AVEEXISTING HOTEL±13,812 SFFFE: 862.39Generator10' x 28' x 2' padSHEET C3.3SHEET C3 .2 INTERIOR DRIVE H: 1"=30 | V: 1"=3857.80859.02859.90859.64859.37859.34859.27MATCHLINE - SEE SHEET C3.3CORPORATECAMPUSPHASE 1©NORTHC3.2ROAD PLAN &PROFILEUTILITY LEGEND PROFILE LEGEND 02/23/22 INTERIOR DRIVE H: 1"=30 | V: 1"=3 859.27860.86860.23859.06MATCHLINE - SEE SHEET C3.2EXISTING HOTEL ±13,812 SF FFE: 862.39 PROPOSED BUILDING 1 ± 51,827 SF FFE = 862.40 SHEET C3.3SHEET C3.2NORTHCORPORATECAMPUSPHASE 1©UTILITY LEGEND C3.3ROAD PLAN &PROFILEPROFILE LEGEND 02/23/22 U.S. 31U.S. 31WEST CARMEL DRIVE PENNSYLVANIA AVEPENNSYLVANIA AVEEXISTING HOTEL ±13,812 SF FFE: 862.39 PROPOSED HOTEL EXPANSION ±15,150 SF FFE: 862.39 PROPOSED BUILDING 1 ± 51,827 SF FFE = 862.40 FUTURE BUILDING ±38,993 SF FFE: 862.40 Generator 10' x 28' x 2' pad CORPORATECAMPUSPHASE 1©NORTH C4.0EROSIONCONTROL PLANEROSION CONTROL LEGEND TEMPORARY EROSION CONTROL NOTES EROSION CONTROL NOTES C4.0EROSIONCONTROL PLAN02/23/22 CONCRETE WASHOUT PLAN VIEW NOT TO SCALE STAPLE DETAIL CONCRETE WASHOUT SIGN DETAIL (OR EQIVALENT) SECTION B-B NOT TO SCALE ** ** D A C E F BB A CORPORATECAMPUSPHASE 1©C4.1EROSIONCONTROL DETAILS02/23/22 CORPORATECAMPUSPHASE 1©C4.2SWPPP– – 02/23/22 U.S. 31PENNSYLVANIA AVEEXISTING HOTEL ±13,812 SF FFE: 862.39 PROPOSED HOTEL EXPANSION ±15,150 SF FFE: 862.39 PROPOSED BUILDING 1 ± 51,827 SF FFE = 862.40 FUTURE BUILDING ±38,993 SF FFE: 862.40 Generator 10' x 28' x 2' pad BENCHMARKS EXISTING LEGEND CORPORATECAMPUSPHASE 1©GRADING NOTES GRADING LEGEND C5.0GRADING ANDDRAINAGE PLANNORTH DRAINAGE SUMMARY MIN FINISH FLOOR ELEV (MFFE) MIN FLOOD PROT GRADE (MFPG) MIN LOWEST ADJ GRADE (MLAG) 02/23/22 U.S. 31PENNSYLVANIA AVECORPORATECAMPUSPHASE 1©GRADING NOTES GRADING LEGEND C5.1GRADING ANDDRAINAGE PLANNORTH EXISTING LEGENDNORTHNORTHNORTH 02/23/22 U.S. 31PENNSYLVANIA AVEEXISTING HOTEL ±13,812 SF FFE: 862.39 PROPOSED HOTEL EXPANSION ±15,150 SF FFE: 862.39 PROPOSED BUILDING 1 ± 51,827 SF FFE = 862.40 FUTURE BUILDING ±38,993 SF FFE: 862.40 Generator 10' x 28' x 2' pad BENCHMARKS CORPORATECAMPUSPHASE 1©NORTH C6.0 GENERAL UTILITY NOTES UTILITY NOTES UTILITY LEGEND UTILITY PLANKEY NOTES EXISTING LEGEND 02/23/22 CORPORATECAMPUSPHASE 1©C6.1STRUCTUREDATA TABLE02/23/22 PR STORM 1 H: 1"=30 | V: 1"=3 U.S. 31 PROPOSED HOTELEXPANSION±15,150 SFFFE: 862.39PROPOSED BUILDING 1± 51,827 SFFFE = 862.40CORPORATECAMPUSPHASE 1©C7.0STORM SEWERPLAN & PROFILENORTH02/23/22 PR STORM 1F H: 1"=30 | V: 1"=3 PR STORM 1G H: 1"=30 | V: 1"=3861.24861.66862.56862.44PR STORM 1B H: 1"=30 | V: 1"=3 EXISTING HOTEL ±13,812 SF FFE: 862.39 PROPOSED HOTEL EXPANSION ±15,150 SF FFE: 862.39 EXISTING HOTEL ±13,812 SF FFE: 862.39 PROPOSED HOTEL EXPANSION ±15,150 SF FFE: 862.39 EXISTING HOTEL ±13,812 SF FFE: 862.39 PROPOSED HOTEL EXPANSION ±15,150 SF FFE: 862.39 Generator 10' x 28' x 2' pad CORPORATECAMPUSPHASE 1©C7.1STORM SEWERPLAN & PROFILENORTH 02/23/22 PR STORM 2 H: 1"=30 | V: 1"=3 PR STORM 3 H: 1"=30 | V: 1"=3859.52859.54860.53859.12858.75858.50FUTURE BUILDING ±38,993 SF FFE: 862.40 CORPORATECAMPUSPHASE 1©C7.2STORM SEWERPLAN & PROFILENORTH 02/23/22 PR STORM 3A H: 1"=30 | V: 1"=3 856.84856.75855.84857.52859.81860.46PR STORM 2A H: 1"=30 | V: 1"=3859.00U.S. 31 PROPOSED BUILDING± 51,827 SFFFE = 862.40FUTURE BUILDING±38,993 SFFFE: 862.40CORPORATECAMPUSPHASE 1©C7.3STORM SEWERPLAN & PROFILENORTHNORTH 02/23/22 PENNSYLVANIA AVEEXISTING HOTEL±13,812 SFFFE: 862.39PROPOSED HOTELEXPANSION±15,150 SFFFE: 862.39PROPOSED BUILDING 1± 51,827 SFFFE = 862.40Generator10' x 28' x 2' padSANITARY 1 H: 1"=40 | V: 1"=4860.65861.15861.29860.12861.13SANITARY 2 H: 1"=40 | V: 1"=4860.89858.98859.22EXISTING HOTEL±13,812 SFFFE: 862.39PROPOSED BUILDING 1± 51,827 SFFFE = 862.40FUTURE BUILDING±38,993 SFFFE: 862.40EXISTING LEGEND CORPORATECAMPUSPHASE 1©GENERAL PLAN NOTES UTILITY LEGEND C8.0SANITARYSEWER PLAN &PROFILESPLAN & PROFILE NOTES PLAN & PROFILE LEGENDNORTHNORTH 02/23/22 PENNSYLVANIA AVEFUTURE BUILDING±38,993 SFFFE: 862.40SANITARY 3 H: 1"=40 | V: 1"=4857.54859.15859.61859.22EXISTING LEGEND CORPORATECAMPUSPHASE 1©GENERAL PLAN NOTES UTILITY LEGEND C8.1SANITARYSEWER PLAN &PROFILESPLAN & PROFILE NOTES PLAN & PROFILE LEGENDNORTH 02/23/22 RESERVED PARKING $250 FINE VAN ACCESSIBLE STOP CORPORATECAMPUSPHASE 1©C9.0CONSTRUCTIONDETAILS 02/23/22 18" 9" 9"12"CONCRETE VALLEY GUTTER N.T.S. VARIBLE HEIGHT CONCRETE CURB DETAIL N.T.S.CORPORATECAMPUSPHASE 1©C9.1CONSTRUCTIONDETAILS 02/23/22 CORPORATECAMPUSPHASE 1©C9.2CONSTRUCTIONDETAILS 02/23/22 WATER MAIN LOWERING DETAIL N.T.S.CORPORATECAMPUSPHASE 1©C9.3CONSTRUCTIONDETAILS 02/23/22 A A CORPORATECAMPUSPHASE 1©C9.4CONSTRUCTIONDETAILS 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. GENERAL INFORMATION - LANDSCAPE GENERAL LANDSCAPE ARCHITECTURAL NOTES: 1. THESE GENERAL NOTES APPLY TO LANDSCAPE ARCHITECTURAL DRAWINGS (L-SERIES). 2. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3. REFER TO LEGENDS ON [L-001] FOR ALL TYPICAL LANDSCAPE ARCHITECTURE-RELATED GRAPHIC SYMBOLS, MATERIALS AND ABBREVIATIONS. GRAPHIC REPRESENTATIONS ARE APPLICABLE UNLESS SPECIALLY LABELED OR REPRESENTED DIFFERENTLY ON THE DRAWINGS. 2. MATCH GRAPHIC REPRESENTATION SHOWN ON THE DRAWINGS UNLESS NOTED/DIMENSIONED OTHERWISE. 3. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 4. ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL REGULATIONS. 5. PARTICIPATE IN ALL INDICATED PRE-INSTALLATION CONFERENCES, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT OF EACH RESPECTIVE SCOPE-OF-WORK. REFER TO THE TECHNICAL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL INFORMATION. 6. SITE WORK SHALL NOT BEGIN UNTIL EROSION CONTROL AND TREE PROTECTION MEASURES AND CONSTRUCTION FENCING HAVE BEEN IMPLEMENTED AND APPROVED BY LANDSCAPE ARCHITECT. PROTECT EXISTING STORM DRAIN INLETS, DRAINAGE SWALES, STREAMS AND WATER IMPOUNDMENTS FROM SEDIMENT AND POLLUTANTS RESULTING FROM CONSTRUCTION OPERATIONS. REFER TO SITE PREPARATION PLANS AND EROSION CONTROL PLANS/STORMWATER POLLUTION PREVENTION PLANS (SWPPP) FOR ADDITIONAL INFORMATION. 7. MAINTENANCE OF TRAFFIC: PROVIDE TEMPORARY TRAFFIC CONTROL, SIGNAGE, BARRICADES, BARRIERS, ETC., TO COMPLY WITH ALL APPLICABLE LOCAL STANDARDS. REFER TO CIVIL DRAWINGS FOR ADDITIONAL MAINTENANCE OF TRAFFIC REQUIREMENTS AND COORDINATE AS REQUIRED. 8. SITE SURVEY AND EXISTING CONDITIONS: 8.1. SITE SURVEY INFORMATION IS PROVIDED BY OWNER FOR REFERENCE ONLY AND WAS NOT PREPARED BY THE LANDSCAPE ARCHITECT. INFORMATION CONTAINED THEREIN IS THE SOLE RESPONSIBILITY OF THE SURVEYOR AND IS THEREFORE EXPRESSLY EXCLUDED FROM CERTIFICATION BY THE LANDSCAPE ARCHITECT. 8.2. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS BASED UPON INFORMATION AVAILABLE AT THE TIME OF SURVEY FIELD WORK. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXACT LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES AND REPAIRING OR REPLACING DAMAGE DONE TO THEM DURING THE COURSE OF EXPLORATION, LOCATION AND CONSTRUCTION. TO HAVE EXISTING UNDERGROUND UTILITIES LOCATED AND IDENTIFIED, CONTACT INDIANA 811 (WWW.INDIANA811.ORG) AT 1-800-382-5544. 8.3. PROTECT EXISTING SURFACES TO REMAIN THAT ARE NOT INCLUDED IN SCOPE-OF-WORK BUT THAT ARE WITHIN AREAS OF CONSTRUCTION ACTIVITY. 8.4. PROTECT VALVES, MANHOLES, UTILITY BOXES AND SIMILAR STRUCTURES NOT DESIGNATED FOR REMOVAL, AND ADJUST TO NEW FINISH ELEVATIONS CONSISTENT WITH PROPOSED GRADING WHETHER OR NOT NEW RIM ELEVATIONS ARE INDICATED. 8.5. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED OR USED BY OWNER OR OTHERS WITHOUT PRIOR APPROVAL FROM OWNER. 8.6. PATCH, REPAIR AND RESTORE EXISTING FINISHES, SURFACES, PAVEMENT, CURBS AND IMPROVEMENTS DAMAGED OR DISTURBED BY CONSTRUCTION TO "AS NEW CONDITION" AFTER WORK IS COMPLETE, AND AS REQUIRED TO MATCH SURROUNDING MATERIALS OR TO PROVIDE APPROPRIATE SUBSTRATE PRIOR TO INSTALLING NEW FINISHES. AREAS NOTED TO BE PATCHED OR REPAIRED ON THE DRAWINGS ARE GIVEN FOR REFERENCE AND SHALL NOT BE INTERPRETED TO LIMIT THE SCOPE OF WORK. 8.7. IF EXISTING ACTIVE FIELD DRAINAGE SYSTEMS ARE ENCOUNTERED DURING CONSTRUCTION, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY. 8.8. REPAIR EXISTING LAWN AND PLANTING AREAS THAT ARE TO REMAIN BUT ARE DISTURBED BY CONSTRUCTION TO ORIGINAL OR BETTER CONDITIONS AFTER WORK IS COMPLETED. PROVIDE ADDITIONAL TOPSOIL TO RESTORE GRADE ELEVATIONS TO EXISTING, AND SEED AS REQUIRED. 8.9. ALL DISTURBED AREAS SHALL BE SEEDED UNLESS OTHERWISE NOTED AS SOD OR PLANTING AREA. 9. SITE PREPARATION: 9.1. CONTRACTOR IS RESPONSIBLE FOR COSTS ASSOCIATED WITH DISCONNECTING, REMOVING OR RELOCATING EXISTING UTILITIES, CONNECTING TO EXISTING UTILITIES AND COORDINATION AND INSTALLATION ASSOCIATED WITH NEW UTILITIES. REFER TO CIVIL AND MEP DRAWINGS FOR ADDITIONAL INFORMATION AND COORDINATE AS REQUIRED. 9.2. REMOVE EXISTING STRUCTURES, IMPROVEMENTS, TREES, PLANTING MATERIAL, FENCING, ETC. WITHIN WORK LIMITS ACCORDING TO THE SITE REMOVALS DOCUMENT(S) AND PROPERLY DISPOSE OF OFF SITE, UNLESS DIRECTED OTHERWISE. BURNING ON SITE IS PROHIBITED. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION AND COORDINATE AS REQUIRED. 9.3. PEDESTRIAN TRAFFIC IS ALLOWED IN/THROUGH TREE PROTECTION ZONES. CONSTRUCTION TRAFFIC, MATERIAL STORAGE AND PARKING ARE EXPRESSLY FORBIDDEN IN TREE PROTECTION ZONES. CONTRACTOR MAY BE LIABLE FOR COSTS ASSOCIATED WITH LOST VALUE OF EXISTING TREES. 10. SITE LAYOUT: 10.1. DO NOT SCALE DRAWINGS FOR FIELD LAYOUT. REFER DIMENSION AND LAYOUT QUESTIONS TO LANDSCAPE ARCHITECT FOR INTERPRETATION. 10.2. THE LANDSCAPE ARCHITECT'S ELECTRONIC DESIGN DATA FILE(S) MAY BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER(S) FOR LAYOUT PURPOSES UPON REQUEST AND RECEIPT OF A SIGNED "WAIVER OF CLAIMS FOR USE OF ELECTRONIC DATA" FORM. 10.3. ALL DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO SURVEY BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. DIMENSIONS GIVEN ARE NOT EXACT AND ARE ONLY TO AID THE CONTRACTOR. 10.4. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND FIELD CONDITIONS PRIOR TO STARTING WORK, AND IS RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY. 10.5. ALL RADII ARE TO EDGE-OF-PAVEMENT OR FACE-OF-CURB UNLESS NOTED OTHERWISE. ALL RADII ARE 5'-0" UNLESS NOTED OTHERWISE. 11. GRADING AND DRAINAGE: PROVIDE POSITIVE SURFACE DRAINAGE ON ALL SURFACES, WITHOUT PONDING, DURING CONSTRUCTION AND FOLLOWING COMPLETION. TEST FOR AND CORRECT ANY PONDING CONDITIONS. PROVIDE SMOOTH TRANSITIONS BETWEEN NEW AREAS AND EXISTING FEATURES. 12. EXCAVATION: 12.1. TAKE PARTICULAR CARE WHEN EXCAVATING NEAR AND AROUND EXISTING UTILITY LINES AND EQUIPMENT SO AS NOT TO CAUSE DAMAGE. VERIFY COVER REQUIREMENTS WITH APPLICABLE UTILITY COMPANY. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, NOTIFY UTILITY COMPANY SO THAT REPRESENTATIVE MAY BE PRESENT TO OBSERVE AND INSTRUCT DURING WORK. 12.2. TAKE PARTICULAR CARE WHEN EXCAVATING AROUND EXISTING TREES AND PLANTING MATERIALS SO AS NOT TO DISTURB OR DAMAGE EXISTING ROOT SYSTEMS. A/C ADA ADAAG ADJ. A/E A.F.F. ALT. ALUM. A.P. ARCH. A.V. A B&B BD. BITUM. B.L. BLDG. B/O B.O.C. B.O.W. BSMT. B C AIR CONDITIONING AMERICANS W/ DISABILITIES ACT AMERICANS W/ DISABILITIES ACCESSIBILITY GUIDELINES ADJUSTABLE ARCHITECT/ENGINEER ABOVE FINISHED FLOOR ALTERNATE ALUMINUM ACCESS PANEL ARCHITECT/ARCHITECTURAL AUDIO/VISUAL BALLED & BURLAPPED BOARD BITUMINOUS BUILDING LINE BUILDING BOTTOM OF BOTTOM OF CURB BOTTOM OF WALL BASEMENT CAB C.B. C.F.C.I. C.F.O.I. C.I.P. C.J. CL. CLR. CLG. CM CMU C.O. COL. CONC. CONST. CONT. CONTR. COOR. C.M.P. C.W. CABINET CHALKBOARD CONTRACTOR FURNISHED - CONTRACTOR INSTALLED CONTRACTOR FURNISHED - OWNER INSTALLED CAST-IN-PLACE CONTROL/CONTRACTION JOINT CENTERLINE CLEAR(ANCE) CEILING CONSTRUCTION MANAGER CONCRETE MASONRY UNIT CLEAN-OUT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR COORDINATE CORRUGATED METAL PIPE COLD WATER DEPT. DET. D.F. DIA. DIM. D.I.P. DN. DS. DWG. D DEPARTMENT DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DUCTILE IRON PIPE DOWN DOWNSPOUT DRAWING EA. E.C. E.J. ELEC. ELEV. ENGR. E.O.P. E.P. EQ. ESMT. EQUIP. EXIST. EXP. EXT. E EACH ELECTRICAL CONTRACTOR EXPANSION JOINT ELECTRIC/ELECTRICAL ELEVATION ENGINEER EDGE OF PAVEMENT ELECTRICAL PANEL EQUAL EASEMENT EQUIPMENT EXISTING EXPOSED EXTERIOR FLR. FLUOR. F/O F.O. F.O.B. F.O.BR. F.O.C. F.O.F. FT. F.V. F (CONTINUED) FLOOR FLUORESCENT FACE/OF FINISH OPENING FACE OF BLOCK FACE OF BRICK FACE OF CONCRETE FACE OF FINISH FEET/FOOT FIELD VERIFY GA. G.C. GEN. GL. G GAUGE GENERAL CONTRACTOR GENERAL GLASS H. H.B. HDPE HDWR. H.M. HORIZ. HT. HVAC H.W. H HEIGHT HOSE BIBB HIGH-DENSITY POLYETHELENE HARDWARE HOLLOW METAL HORIZONTAL HEIGHT HEATING, VENTILATION & AIR CONDITIONING HOT WATER I.D. INFO. IRR. INSUL. INT. I INSIDE DIAMETER INFORMATION IRRIGATION INSULATION INTERIOR JT. J JOINT L LB. L.H. L LENGHT POUND(S) LEFT HAND MAX. M.C. M.E. M.E.G. MECH. M.E.P. MFR. M.H. MIN. MISC. M.O. MTL. M MAXIMUM MECHANICAL CONTRACTOR MEET EXISTING MEET EXISTING GRADE MECHANICAL MECHANICAL/ELECTRICAL/PLUMBING MANUFACTURER/MANUFACTURING MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING METAL N.I.C. NO. N.T.S. N NOT IN CONTRACT NUMBER NOT TO SCALE O.A. O.C. O.D. O.F.C.I. O.F.O.I. O.H. OPG. OPP. O OVERALL ON CENTER OUTSIDE DIAMETER OWNER FURNISHED - CONTRACTOR INSTALLED OWNER FURNISHED - OWNER INSTALLED OPPOSITE HAND OPENING OPPOSITE PTD. PWD. P (CONTINUED) PAINTED PLYWOOD R R.C.P. R.D. REF. REINF. R.H. RIM RM. R.O. R RADIUS REINFORCED CONCRETE PIPE ROOF DRAIN REFERENCE REINFORCED RIGHT HAND TOP OF CASTING ELEVATION ROOM ROUGH OPENING SAN. SCHED. SECT. S.F. SHT. SIM. SPEC. SQ. S.S. STD. STL. STOR. STRUCT. SYM. SWR. S SANITARY SCHEDULE SECTION SQUARE FEET/FOOT SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STRUCTURAL SYMMETRICAL SEWER T. TBD T/B T.C. T.D. TECH. TEL. TEMP. T&G T.M. T/O T.P. T.S. T.W. TYP. T THICKNESS TO BE DETERMINED TOP AND BOTTOM TOP OF CURB TOP OF DECK(ING) TECHNICAL TELEPHONE TEMPORARY TONGUE & GROOVE TOP OF MASONRY TOP OF TOP OF PAVING TOP OF STAIR TOP OF WALL TYPICAL U.N.O. UTIL. U UNLESS NOTED OTHERWISE UTILITY V.C.P. VERT. VEST. V.I.F. V VITRIFIED CLAY PIPE VERTICAL VESTIBULE VERIFY IN FIELD W W/ WD. W/O WT. W.W.F. W WIDE/WIDTH WITH WOOD WITHOUT WEIGHT WELDED WIRE FABRIC & ∠ @ ° Ø # ± SPECIAL CHARACTERS AND ANGLE AT CENTER LINE DEGREES DIAMETER NUMBER PLUS OR MINUS (APPROXIMATE) PROPERTY LINE CL ABBREVIATIONS: PL FAB. F.E. F.F.E. F.F.& E. FIN. F FABRICATE/FABRICATOR FIRE EXTINGUISHER FINISH FLOOR ELEVATION FURNISHINGS, FIXTURES AND EQUIPMENT FINISH(ED) PKG. P.L. PR. PREFAB. P PARKING PROPERTY LINE PAIR PREFABRICATED GRAPHIC SYMBOLS LEGEND: SECTION REFERENCE ELEVATION REFERENCE ENLARGEMENT DETAIL REFERENCE DETAIL REFERENCE SYMBOLS: DETAIL NUMBER SHEET NUMBER VIEW SIDE VIEW SIDE T/WALL 000.00'DATUM REFERENCE DETAIL REFERENCE KEY DESCRIPTION ELEVATION CF CF CF TWL TWL CSA CSA BREAKLINE CENTERLINE DAMPPROOFING MATCHLINE CONSTRUCTION FENCE TEMPORARY WORK LIMITS CONSTRUCTION STAGING AREA CONTOUR - EXISTING (1' INTERVAL) CONTOUR - EXISTING (5' INTERVAL) CONTOUR - PROPOSED (1' INTERVAL) CONTOUR - PROPOSED (5' INTERVAL) EASEMENT LINE SETBACK LINE PROPERTY LINE TREE PROTECTION FENCING 545 544 LINEAR SYMBOLS: DESCRIPTION:SYMBOL: XX-XX-XX REVISION REFERENCE REFERENCE NOTE NORTH ARROW - TRUE NORTH UNLESS NOTED OTHERWISE GENERAL SYMBOLS: 1 NORTHING/EASTING (COORDINATE) POINT POINT OF BEGINNING ALIGN XX POB LAYOUT AND DIMENSIONING SYMBOLS: DIMENSION LINE - ARC LENGTH RADIAL DIMENSION LINE - ANGULAR MASONRY JOINT DIMENSION OFFSET REFERENCE (ALL TO CENTER OF JOINT U.N.O.) DESCRIPTION: SYMBOL: DESCRIPTIONSYMBOL CLDESCRIPTION:SYMBOL: 75.62° R1" X'-X" DIMENSION LINE - LINEAR X'-X" RADIUS CENTER MARK DIMENSION TO LEFT OF JOINT DIMENSION TO RIGHT OF JOINT DIMENSION TO RIGHT OF JOINT A B 1 BUILDING COLUMN GRID REFERENCE BLDG. COLUMN GRIDLINE REFERENCE BLDG. COLUMN GRIDLINE SCHEDULE NUMBER POINT LOCATION SPOT ELEVATION SYMBOLS: X L-000 X L-000 X L-000 X L-000 000.00 TP DESCRIPTIONSYMBOL ELEV. QUALIFIER ABBREVIATION SPOT OF ELEVATION ELEVATION SPOT ELEVATION REFERENCE - EXISTING 000.00 TC 000.00 BC ELEV. QUALIFIER ABBREVIATION SPOT OF ELEVATION ELEVATION SPOT ELEVATION REFERENCE - EXISTING (FOR CURB TOP/BOTTOM) 000.00 TP ELEV. QUALIFIER ABBREVIATION SPOT OF ELEVATION ELEVATION SPOT ELEVATION REFERENCE - PROPOSED 000.00 TC 000.00 BC ELEV. QUALIFIER ABBREVIATION SPOT OF ELEVATION ELEVATION SPOT ELEVATION REFERENCE - PROPOSED (FOR CURB TOP/BOTTOM) MATERIAL LEGEND: EARTHWORK: COMPACTED BACKFILL/SUBGRADE EARTHWORK: COMPACTED CRUSHED STONE BASE COURSE EARTHWORK: UNDISTURBED SUBGRADE EARTHWORK: FREE-DRAINING AGGREGATE HORTICULTURE: STRUCTURAL SOIL HORTICULTURE: STORMWATER FACILITY SOIL MIX HORTICULTURE: TOPSOIL, MNF. SOIL OR PLANTING SOIL MASONRY: CONCRETE MASONRY UNIT CONCRETE: CAST-IN-PLACE STRUCTURAL CONCRETE CONCRETE: ARCH. PRECAST CONCRETE, CAST STONE HORTICULTURE: ORGANIC MULCH OR MULCH AS NOTED MASONRY: FACEBRICK MASONRY: GRANITE DESCRIPTION:SYMBOL: DESCRIPTION:SYMBOL: EARTHWORK: SAND PAVING: ASPHALT, COURSE TYPE AS NOTED PAVING: CONCRETE, TYPE AS NOTED PAVING: BITUMINOUS SETTING BED (FOR UNIT PAVING) PAVING: UNIT PAVER, TYPE AS NOTED WOOD: FINISH WOOD WOOD: WOOD FRAMING/BLOCKING WOOD: PLYWOOD DESCRIPTION:SYMBOL: SURFACING: AGGREGATE SURFACING, TYPE AS NOTED SURFACING: PLAYGROUND SURFACING, TYPE AS NOTED WOOD: WOOD SHIM MASONRY: LIMESTONE METAL: TYPE AS NOTED MASONRY: GROUT, MORTAR PAVING: ASPHALT, SURFACE COURSE COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-001 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 exist curb inlet tr:859.58 inv(w):856.38 inv(e):856.38 /////w twee we e et t ttg e g g gggttttttttt t w tte t t ttttt e eee eeeeeeU.S. 31eeee e 1 story brick address:12513 building height:21.4'eeTe ee1-sty brick strip mall 16,028 SqFt inv:852.22 exist curb inlet tr:856.03 inv(w):852.47 inv(e):852.4724" rcp exist drainage inlet tr:859.31 inv(w):853.28 inv(e):853.30 18" rcp exist drainage inlet tr:858.92 inv(w):853.61inv(n):854.59 inv(se):853.63 18" rcp direction only 10" pvcexist drainage inlet tr:856.45inv(nw):854.31 inv(w):854.47 15 " r cpexist drainage inlet tr:856.46 inv(e):854.58 12" rcp inv:852.54 exist curb inlet tr:856.93 inv(w):854.46 12" rcp inv:852.42 exist curb inlet tr:856.99 inv(w):853.55 12" rcp inv:852.60 exist curb inlettr:857.00 inv(w):855.02 12" rcp inv:852.27 exist curb inlettr:857.14 inv(w):852.53 inv(e):852.57 12" rcp exist drainage inlet tr:858.77 inv(w):853.27 inv(ne):855.82inv(e):853.3212" rcp inv:852.56 exist curb inlettr:858.28 inv(w):853.20 inv(se):853.22 15" rcp exist drainage inlettr:859.66 inv(nw):854.56 inv(s):854.56 15" rcp inv:854.45 exist drainage inlettr:858.54 inv(se):855.86 inv(n):856.12 15" r cp direction only 10" pvcexist clean out tr:863.04 inv(se):856.35 exist sanitary mhtr:859.26 inv(nw):851.09 inv(n):850.53 inv(s):850.62 8" pv c exist sanitary mh tr:860.13 inv(s):849.00 inv(e):848.90 inv(w):849.28 8" pvcdirection only8" pvc exist clean out tr:860.81 6" pvc exist sanitary mhtr:857.88 inv(n):851.47 inv(s):851.53 inv(sw):851.99 8" pvcexist sanitary mhtr:859.31 inv(n):852.51 inv(s):852.61 8" pvcexist sanitary mh tr:862.30 inv(n):853.40 inv(sw):853.508" pvcdirection only 8 " pvc direction only capped exist curb inlet tr:857.61 inv(s):854.59inv(n):854.37 12" rcpexist curb inlet tr:856.80 inv(s):853.88 inv(n):853.70 inv(e):852.8515" rcpexist drainage mh tr:857.96 inv(s):852.11 inv(e):852.11inv(n):852.13 18" rcpexist drainage mh tr:858.39 inv(w):851.88 inv(n):851.87 24" rcp direction only 24" rcpexist curb inlet tr:857.01 inv(s):853.86 inv(n):853.93 inv(e):853.92 12" rcpexist curb inlet tr:859.32 inv(s):856.19inv(e):856.32 12" rcp12" rcp direction only12" rcp direction only12" rcp inv:857.50 inv(n):865.61 18" rcp inv(s):866.11 inv(n):866.16 inv(w):866.39 15" rcpinv:852.40 48" rcp exist drainage mh tr:862.98 inv(w):851.43 inv(e):851.43 inv(n):855.88 42" rcp exist drainage inlet tr:858.35 inv(nw):855.85 1 2" r c p inv:852.60 direction only 12" rcpexist curb inlet tr:873.98 inv(e):867.52 12" rcp exist curb inlet tr:867.21 inv(e):862.21 inv(se):856.70 12" rcp 1 5" rcp direction only 8" cpp exist drainage inlet tr:858.54 inv(w):854.14inv(e):854.34 12" rcp inv:854.44 w/ces 12" rcp from bldg exist curb inlet tr:858.71 inv(w):855.96inv(e):855.96 10" pvc exist curb inlet tr:858.21 inv(w):855.16 inv(e):855.16 12" rcp inv:854.49 w/ces 12" rcp direction only 12" rcp FFE:861.89 FFE:861.91 FFE:860.66 FFE:860.66 FFE:861.72 FFE:860.63 FFE:860.68 exist curb inlettr:861.81 inv(n):856.11 inv(e):856.1115" rcpexist drainage inlettr:861.06 inv(w):857.36 inv(e):857.36 12" rcp exist curb inlet tr:861.01 inv(w):858.61 12" rcp direction only 42" rcp15" rcp12" rcexist drainage mhtr:864.55 inv(n):859.75 inv(e):859.75 12" rcptr:864.22 inv(w):859.37 inv(n):860.22inv(e):859.37 15" rcp 12" rcp12" r15" rcp 12" r12" rcpexist curb inlet tr:858.99 inv(e):856.39 exist curb inlet tr:858.49 inv(w):854.99 inv(ne):854.99 12" rcp inv:854.33 12" rcp exist drainage inlet tr:860.86 inv(w):857.66 inv:856.83with conc end section 12" rcp exist curb inlettr:860.28 inv(e):856.58 exist curb inlet tr:860.39 inv(w):857.19 inv(e):857.19 12" rcp direction only 12" rcp exist sanitary mh tr:862.81 inv(n):855.41 inv(s):856.01inv(e):855.31 exist grease mh tr:861.30 6" pvcdirection only8" pvcexist sanitary mh tr:863.16 inv(w):854.36 inv(ne):854.26 8" pvc exist sanitary mh tr:862.42 inv(sw):853.92 inv(w):855.72 inv(ne):853.828" pvcexist clean out tr:862.04 8" pvc 8" pvc building height:25.5' 199.9'80.1'200.1'80.2'34.2'1.9'2.2'6.1' 17.1'8.6' 9.7'75.7' 10.3'94.0'10.3'12.1'10.3'8.6'18.1'4.1' 35.4'207.3'building height:25.4' FFE:861.91 19.6'1.8'31.9'7.6'23.3'88.1'3.8'19.2'62.3'55.7'8.7'57.1'inv:859.49 direction only12" rcp1-sty brick strip mall 52,809 SqFt 101.8'1.0'9.5'17.6'10.6'72.4'10.8'17.6'10.6' 116.7'10.9'63.9'10.9'76.7'10.8'17.6'9.6' 101.7'49.1'99.8'162.5'41.2' 78.6'117.4'18.4'61.5'83.7'179.9'83.5'180.2' N90°00'00"E - 284.09' N00°00'00"EN90°00'00"E 27.99'N00°00'00"E - 245.29'N00°03'57"W - 1186.40'N00°03'57"W - 1186.40'N84°51'18"W - 111.36' S89°59'30"W - 389.21' 55.27'N24°19'08"WN11°28'38"W - 76.49'S00°10'07"E58.76'S00°07'31"E - 695.72'S00°07'31"E - 695.72'46.53'S88°46'31"W - 226.41'U.S. 31WEST CARMEL DRIVE KRG Hamilton Crossing, LLC Inst. No. 2004-59877 KRG Hamilton Crossing, LLC Inst. No. 2004-59877 North Meridian Carmel Hotel, L.P. Inst. No. 2004-27998 KRG Hamilton Crossing, LLC Inst. No. 2004-59877 KRG Hamilton Crossing, LLC Inst. No. 2004-59877 Utility EasementBk 269, Pg 267Utility Easement Inst. No. 99-29602 Utility Easement Inst. No. 99-72494 Lease AccessRoad EasementInst. No. 2001-5902Drainage EasementInst. No. 2001-5902 Parking Easement Area "A"Inst. No. 2001-5902Parking Easement Area "B"Inst. No. 2001-5902Drainage Easement Inst. No. 2001-5902 Drainage Easement Inst. No. 2001-5902 Utility Easement Inst. No. 99-72494 Utility EasementInst. No. 99-72494 & Inst. No.99-29602Drainage Easement Inst. No. 2001-5902 Utility Easement Inst. No. 99-72494 & Inst. No. 99-29602 Drainage Easement Inst. No. 2001-5902 Drainage Easement Inst. No. 2001-5902 Access DriveInst. No. 2001-5902Inst. No. 2004-2799745' Half R/W 14.8' NE Corner, NW 14Sec. 35, T18N, R3E,2nd PM Harrison Monument Found State of Indiana Inst. No. 2015026462 Perpetual Drainage Easement Inst. No. 2015026462 110.6' 87.3'Utility EasementBk 270, Pg 181 & Bk279 Pg 396Water Line EasementBk 270, Pg 328Inst. No. 85-359Southern Boundary of 110 Acre Parcel described in the Real Estate Covenant recorded in Misc. Rec. 166, Page 545 Access Drive Inst. No. 2001-5902 Inst. No. 2004-27997 Access DriveInst. No. 2001-5902Inst. No. 2004-27997Utility EasementBk 271, Pg 383Drainage EasementInst. No. 2007070119Sign subject to "Consent to Encroach" Inst. No. 2014-49087 St at e of I ndiana I ns t. No . 2019 017865Utility Easement Bk. 244, Pg 141 PENNSYLVANIA AVEPENNSYLVANIA AVEwwA A B B C C D D E E F F G G 1 1 2 2 3 3 A.2 A.2 4 4 5 5 6 6 1.2 1.2 B.1 B.1 B.8 B.8 7 7 8 8 F.5F.5 F.7F.7 1.1 1.1 B.2 B.2 B.3 B.3B.4 B.4 B.7 B.7 B.9 B.9 E.2 E.2 F.2 F.2 2.6 2.6 1.6 1.6 2.7 2.7 2.8 2.8 2.9 2.9 7.2 7.2 9 9 8.6 8.6 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 30' 60' 120' A1 L-011 SCOPE OF WORK - OVERALL SCOPE OF WORK - OVERALL MATCHLINE - FUTURE PHASES PHASE 1 MATCHLINE - SEE PHASE 1/L-201 FUTURE PARKING GARAGE (REF:ARCHITECTURAL DWGS.) PROPOSED HOTEL EXPANSION (REF: ARCHITECTURAL DWGS.) EXISTING HOTEL PENNSYLVANIA STREETPENNSYLVANIA STREETU.S. 31U.S. 31PROPOSED TRAINING CENTER (REF: ARCHITECTURAL DWGS.) TRAINING CENTER COURTYARD HOTEL COURTYARD HOTEL STREET FUTURE HEADQUARTERS BUILDING (REF: ARCHITECTURAL DWGS.) WEST CARMEL DRIVE NOTE: 1. THIS DOCUMENT ILLUSTRATES THE LONG TERM PLANNED DEVELOPMENT OF THE OVERALL PARCEL. REFER TO L-201 FOR DELINEATION OF THE REPUBLIC PHASE ONE FACILITIES. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-011 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 ////////////// w weetwe e e ww ee e e e eeeg t t t t tttttteg g g e e e gg g g g g ggggggttttttttttttttttttt t t tww w et tttte e e e t t t t t ttttttte/ t ttt teee e e eeeee eefo/1-sty brick strip mall 16,028 SqFt t inv:852.60 exist curb inlet tr:857.00 inv(w):855.02 12" rcp inv:852.27 exist curb inlet tr:857.14 inv(w):852.53 inv(e):852.57 12" rcp exist drainage inlet tr:858.77 inv(w):853.27 inv(ne):855.82 inv(e):853.3212" rcp inv:852.56 exist curb inlet tr:858.28 inv(w):853.20 inv(se):853.22 15" rcp exist drainage inlet tr:859.66 inv(nw):854.56 inv(s):854.56 15 " rc p inv:854.45 exist drainage inlet tr:858.54 inv(se):855.86 inv(n):856.12 15" rc p direction only 10" pvcexist sanitary mh tr:857.88 inv(n):851.47 inv(s):851.53 inv(sw):851.998" pvcexist sanitary mh tr:859.31 inv(n):852.51 inv(s):852.61 8" pvcexist sanitary mh tr:862.30 inv(n):853.40 inv(sw):853.508" pvcdirection only 8" p vc direction only capped exist curb inlet tr:857.61 inv(s):854.59 inv(n):854.37 12" rcpexist curb inlet tr:856.80 inv(s):853.88 inv(n):853.70 inv(e):852.85 15" rcpdirection only12" rcp direction only 8" cppexist drainage inlet tr:858.54 inv(w):854.14 inv(e):854.34 12" rcp inv:854.44 w/ces 12" rcp from bldg exist curb inlet tr:858.71 inv(w):855.96 inv(e):855.96 10" pvc exist curb inlet tr:858.21 inv(w):855.16 inv(e):855.16 12" rcp inv:854.49 w/ces 12" rcp FFE:861.89 FFE:861.91 FFE:860.66 FFE:860.66 FFE:861.72 exist curb inlet tr:861.81 inv(n):856.11 inv(e):856.1115" rcpexist drainage inlet tr:861.06 inv(w):857.36 inv(e):857.36 12" rcp exist curb inlet tr:861.01 inv(w):858.61 12" rcp exist curb inlet tr:858.99 inv(e):856.39 exist curb inlet tr:858.49 inv(w):854.99 inv(ne):854.99 12" rcp inv:854.33 12" r cp exist drainage inlet tr:860.86 inv(w):857.66 inv:856.83 with conc end section 12" rcp exist curb inlet tr:860.28 inv(e):856.58 exist curb inlet tr:860.39 inv(w):857.19 inv(e):857.19 12" rcp 12" rcp exist sanitary mh tr:862.81 inv(n):855.41 exist grease mh tr:861.30 6" pvcdirection only8" pvcexist sanitary mh tr:863.16 inv(w):854.36 inv(ne):854.26 8" pvc exist sanitary mh tr:862.42 inv(sw):853.92 inv(w):855.72 inv(ne):853.828" pvcexist clean out tr:862.04 8" pv c 8 " pvc building height:25.5' 199.9'80.1'200.1'80.2'34.2'1.9'2.2'6.1'17.1'8.6' 9.7'75.7' 10.3'94.0'10.3'12.1'10.3'8.6'18.1'4.1' 35.4'207.3'building height:25.4' FFE:861.91 19.6'1.8'31.9'7.6'23.3'88.1'3.8' 19.2'62.3'55.7'8.7'57.1'inv:859.49 12" rcp10.8'17.6'9.6'101.7'49.1'N90°00'00"E - 284.09' N00°00'00"EN90°00'00"E 27.99' N00°00'00"E - 245.29'N00°03'57"W - 1186.40'S00°07'31"E - 695.72'46.53'S88°46'31"W - 226.41' KRG Hamilton Crossing, LLC Inst. No. 2004-59877 KRG Hamilton Crossing, LLC Inst. No. 2004-59877 North Meridian Carmel Hotel, L.P. Inst. No. 2004-27998 Utility EasementBk 269, Pg 267Utility Easement Inst. No. 99-29602 Utility Easement Inst. No. 99-72494 Lease AccessRoad EasementInst. No. 2001-5902Drainage Easement Inst. No. 2001-5902 Parking Easement Area "A"Inst. No. 2001-5902Parking Easement Area "B"Inst. No. 2001-5902Drainage Easement Inst. No. 2001-5902 Drainage Easement Inst. No. 2001-5902 Utility Easement Inst. No. 99-72494 Utility EasementInst. No. 99-72494 & Inst. No.99-29602Drainage Easement Inst. No. 2001-5902 45' Half R/W 14.8'110.6'87.3' Southern Boundary of 110 Acre Parcel described in the Real Estate Covenant recorded in Misc. Rec. 166, Page 545 Access Drive Inst. No. 2001-5902 Inst. No. 2004-27997 Access DriveInst. No. 2001-5902Inst. No. 2004-27997Utility EasementBk 271, Pg 383Drainage EasementInst. No. 2007070119Sign subject to "Consent to Encroach" Inst. No. 2014-49087 PENNSYLVANIA AVEwwwwwA A B B C C D D E E F F G G 1 1 2 2 3 3 A.2 A.2 4 4 5 5 6 6 1.2 1.2 B.1 B.1 B.8 B.8 7 7 8 8 F.5F.5 F.7F.7 1.1 1.1 B.2 B.2 B.3 B.3B.4 B.4 B.7 B.7 B.9 B.9 E.2 E.2 F.2 F.2 2.6 2.6 1.6 1.6 2.7 2.7 2.8 2.8 2.9 2.9 7.2 7.2 9 9 8.6 8.6 CAST-IN-PLACE CONCRETE CODE DESCRIPTION DETAIL 03-30-WL WALL AS REQUIRED TO RETAIN GRADE FOR EMERGENCY FLOOD ROUTE, CAST-IN-PLACE CONCRETE OR SEGMENTAL BLOCK, LENGTH AS SHOWN. `DESIGN ASSIST` BY CONTRACTOR. SIGNAGE CODE DESCRIPTION DETAIL 10-24-AA ARCHITECTURAL SCREEN WALL (REF ARCH. DWGS) FLEXIBLE PAVING CODE DESCRIPTION DETAIL 32-12-AB ASPHALT PAVING, MULTI-USE PATH, BY OTHERS RIGID PAVING CODE DESCRIPTION DETAIL 32-13-AF CONCRETE CURB, RIBBON, 6" WIDTH D2/L-762 PLANTS CODE DESCRIPTION DETAIL 32-93-CA MINERAL MULCH D2/L-762 WATER UTILITY DISTRIBUTION PIPING CODE DESCRIPTION DETAIL 33-11-PI WATER UTILITY, P.I.V. (REF: CIVIL DWGS.) 33-11-VA WATER UTILITY, VALVE, (REF: CIVIL DWGS.) SANITARY UTILITY SEWERAGE PIPING CODE DESCRIPTION DETAIL 33-31-BA SANITARY SEWER, MANHOLE, (REF: CIVIL DWGS.) STORM UTILITY WATER DRAINS CODE DESCRIPTION DETAIL 33-44-AD STORM WATER DRAINS, AREA DRAIN, (REF: CIVIL DWGS.) RIGID PAVING SYMBOL DESCRIPTION DETAIL CONCRETE PAVING, STANDARD, LIGHT DUTY A6/L-702 CONCRETE PAVING, STANDARD, HEAVY DUTY D6/L-702 REFERENCE NOTES SCHEDULE | SITE FEATURES Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 15' 30' 60' A1 L-201 SITE FEATURES PLAN - PHASE I SITE FEATURES PLAN - PHASE I 1. DO NOT SCALE DRAWINGS FOR FIELD LAYOUT. 2. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 3. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY ALL IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR PROPOSED SITE LIGHTING AND POWER DISTRIBUTION EQUIPMENT. REFER TO CIVIL DRAWINGS FOR ALL OTHER PROPOSED UTILITIES. 4. REFERENCE NOTES SCHEDULE MAY APPEAR ON MULTIPLE SHEETS. NOT ALL REFERENCE NOTES APPEAR ON EACH SHEET. 5. REFER TO FOR CONCRETE PAVING JOINT DETAILS. 5.1. 'IJ' DENOTES ISOLATION JOINT. 5.2. 'CJ-A' DENOTES CONTRACTION JOINT 'A'. 5.3. 'CJ-B' DENOTES CONTRACTION JOINT 'B'. 5.4. 'CJ-C' DENOTES CONTRACTION JOINT 'C'. 6. ALL CONCRETE PAVING JOINTS SHALL BE CONTRACTION JOINT 'A' UNLESS INDICATED OTHERWISE. 7. REFER TO CIVIL DRAWINGS FOR ALL PAVING IN THE PUBLIC RIGHT-OF-WAY UNLESS OTHERWISE INDICATED IN THE LANDSCAPE DRAWINGS. 8. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ) 9. THE LANDSCAPE ARCHITECT'S ELECTRONIC DESIGN DATA FILE(S) MAY BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER(S) FOR LAYOUT PURPOSES UPON REQUEST AND RECEIPT OF A SIGNED "WAIVER OF CLAIMS FOR USE OF ELECTRONIC DATA" FORM. GENERAL NOTES | SITE FEATURES PLANS: A1 L-702 A1 L-621 MATCHLINE - FUTURE PHASES EXISTING HOTEL F.F.E. = 862.40 FUTURE PARKING GARAGE NOT INCLUDED IN PHASE I F.F.E. = 862.00 PROPOSED TRAINING CENTER F.F.E. = 862.40 PROPOSED HEADQUARTERS BUILDING NOT INCLUDED IN PHASE I F.F.E. = TBD PROPOSED HOTEL EXPANSION F.F.E. = 862.40 A1 L-623 A1 L-622 A1 L-624 A1 L-628 A1 L-629 A1 L-626 A1 L-62703-30-WL 32-13-AF 32-13-AF 32-13-AF 32-93-CA 32-93-CA 32-93-CA FUTURE STREETSCAPE (WALKS, TREES, STREETLIGHTS, ETC.) A1 L-625 A1 L-632 A1 L-662 A1 L-633 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-201 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 32-13-AF 10-24-AA 32-12-AB 32-12-AB 33-44-AD 33-11-PI 33-11-VA 33-31-BA33-44-AD33-44-AD 33-44-AD 33-44-AD 33-44-AD 33-44-AD 33-44-AD 33-73-PB 33-73-PB 3 3 GROUND MOUNTED SIGN, EXACT LOCATION TO BE DETERMINED 3 02/23/22 ////////////// w weetwee e ww ee e e e eeeg t t t t tttttteg g g e e e gg g g g g ggggggttttttttttttttttttt t t tww w et tttte e e e t t t t t ttttttte/ t ttt teee e e eeeee eefo/1-sty brick strip mall 16,028 SqFt t inv:852.60 exist curb inlet tr:857.00 inv(w):855.02 12" rcp inv:852.27 exist curb inlet tr:857.14 inv(w):852.53 inv(e):852.57 12" rcp exist drainage inlet tr:858.77 inv(w):853.27 inv(ne):855.82 inv(e):853.3212" rcp inv:852.56 exist curb inlet tr:858.28 inv(w):853.20 inv(se):853.22 15" rcp exist drainage inlet tr:859.66 inv(nw):854.56 inv(s):854.56 15 " rc p inv:854.45 exist drainage inlet tr:858.54 inv(se):855.86 inv(n):856.12 15" rc p direction only 10" pvcexist sanitary mh tr:857.88 inv(n):851.47 inv(s):851.53 inv(sw):851.998" pvcexist sanitary mh tr:859.31 inv(n):852.51 inv(s):852.61 8" pvcexist sanitary mh tr:862.30 inv(n):853.40 inv(sw):853.508" pvcdirection only 8" p vc direction only capped exist curb inlet tr:857.61 inv(s):854.59 inv(n):854.37 12" rcpexist curb inlet tr:856.80 inv(s):853.88 inv(n):853.70 inv(e):852.85 15" rcpdirection only12" rcp direction only 8" cppexist drainage inlet tr:858.54 inv(w):854.14 inv(e):854.34 12" rcp inv:854.44 w/ces 12" rcp from bldg exist curb inlet tr:858.71 inv(w):855.96 inv(e):855.96 10" pvc exist curb inlet tr:858.21 inv(w):855.16 inv(e):855.16 12" rcp inv:854.49 w/ces 12" rcp FFE:861.89 FFE:861.91 FFE:860.66 FFE:860.66 FFE:861.72 exist curb inlet tr:861.81 inv(n):856.11 inv(e):856.1115" rcpexist drainage inlet tr:861.06 inv(w):857.36 inv(e):857.36 12" rcp exist curb inlet tr:861.01 inv(w):858.61 12" rcp exist curb inlet tr:858.99 inv(e):856.39 exist curb inlet tr:858.49 inv(w):854.99 inv(ne):854.99 12" rcp inv:854.33 12" r cp exist drainage inlet tr:860.86 inv(w):857.66 inv:856.83 with conc end section 12" rcp exist curb inlet tr:860.28 inv(e):856.58 exist curb inlet tr:860.39 inv(w):857.19 inv(e):857.19 12" rcp 12" rcp exist sanitary mh tr:862.81 inv(n):855.41 exist grease mh tr:861.30 6" pvcdirection only8" pvcexist sanitary mh tr:863.16 inv(w):854.36 inv(ne):854.26 8" pvc exist sanitary mh tr:862.42 inv(sw):853.92 inv(w):855.72 inv(ne):853.828" pvcexist clean out tr:862.04 8" pv c 8 " pvc building height:25.5' 199.9'80.1'200.1'80.2'34.2'1.9'2.2'6.1'17.1'8.6' 9.7'75.7' 10.3'94.0'10.3'12.1'10.3'8.6'18.1'4.1' 35.4'207.3'building height:25.4' FFE:861.91 19.6'1.8'31.9'7.6'23.3' 88.1'3.8' 19.2'62.3'55.7'8.7'57.1'inv:859.49 12" rcp10.8'17.6'9.6'101.7'49.1'N90°00'00"E - 284.09' N00°00'00"EN90°00'00"E 27.99'N00°00'00"E - 245.29'N00°03'57"W - 1186.40'S00°07'31"E - 695.72'46.53'S88°46'31"W - 226.41' KRG Hamilton Crossing, LLC Inst. No. 2004-59877 KRG Hamilton Crossing, LLC Inst. No. 2004-59877 North Meridian Carmel Hotel, L.P. Inst. No. 2004-27998 Utility EasementBk 269, Pg 267Utility Easement Inst. No. 99-29602 Utility Easement Inst. No. 99-72494 Lease AccessRoad EasementInst. No. 2001-5902Drainage Easement Inst. No. 2001-5902 Parking Easement Area "A"Inst. No. 2001-5902Parking Easement Area "B"Inst. No. 2001-5902Drainage Easement Inst. No. 2001-5902 Drainage Easement Inst. No. 2001-5902 Utility Easement Inst. No. 99-72494 Utility EasementInst. No. 99-72494 & Inst. No.99-29602Drainage Easement Inst. No. 2001-5902 45' Half R/W 14.8'110.6'87.3' Southern Boundary of 110 Acre Parcel described in the Real Estate Covenant recorded in Misc. Rec. 166, Page 545 Access Drive Inst. No. 2001-5902 Inst. No. 2004-27997 Access DriveInst. No. 2001-5902Inst. No. 2004-27997Utility EasementBk 271, Pg 383Drainage EasementInst. No. 2007070119Sign subject to "Consent to Encroach" Inst. No. 2014-49087 PENNSYLVANIA AVEwwwwwOwner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 15' 30'60' A1 L-401 GRADING PLAN - PHASE I GRADING PLAN - PHASE I GENERAL NOTES | SITE GRADING PLANS: 1. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 2. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND FIELD CONDITIONS PRIOR TO STARTING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF CONTRACTOR FINDS ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY. 4. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE GRADING AND DRAINAGE SCOPE OF THE WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 5. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY ALL IN THE FIELD. REFER TO AND COORDINATE WITH DRAWINGS PREPARED BY OTHER DESIGN DISCIPLINES FOR ALL PROPOSED UTILITIES. 6. TYPICAL MAXIMUM SIDEWALK CROSS SLOPES ARE 2% (1/4" PER 1'-0"). TYPICAL MAXIMUM SIDEWALK RUNNING SLOPES ARE 5% (1'-0" PER 20'-0"). 7. WHERE NEW PAVED SURFACES ADJOIN EXISTING PAVED SURFACES, MEET EXISTING GRADE. 8. DRAINAGE DESIGN SHOWN IS CONCEPTUAL. PLEASE SEE CIVIL DRAWINGS FOR MORE COMPLETE AND DETAILED STORMWATER DRAINAGE DESIGN. 9. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 10. SPOT ELEVATIONS ARE DENOTED AS FOLLOWS: SPOT ELEVATION - EXISTING: SPOT ELEVATION - PROPOSED: 11. SPOT ELEVATION ABBREVIATIONS ARE DEFINED AS FOLLOWS: BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL FG = FINISH GRADE RIM = TOP OF CASTING TC = TOP OF CURB TEP = TOP OF EQUIPMENT PAD TP = TOP OF PAVING TR = TOP OF RAMP TS = TOP OF STAIR TSC = TOP OF STONE CURB TW = TOP OF WALL 000.00 TP 000.00 TP MATCHLINE - FUTURE PHASES EXISTING HOTEL F.F.E. = 862.40 FUTURE PARKING GARAGE NOT INCLUDED IN PHASE I F.F.E. = 862.00 PROPOSED TRAINING CENTER F.F.E. = 862.40 PROPOSED HEADQUARTERS BUILDING NOT INCLUDED IN PHASE I F.F.E. = TBD PROPOSED HOTEL EXPANSION F.F.E. = 862.40 A1 L-641 A1 L-643 A1 L-642 A1 L-644 FUTURE STREETSCAPE (WALKS, TREES, STREETLIGHTS, ETC.) A1 L-645 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-401 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 ////////////// w weetwee e ww ee e e e eeeg t t t t tttttteg g g e e e gg g g g g ggggggttttttttttttttttttt t t tww w et tttte e e e t t t t t ttttttte/ t ttt teee e e eeeee eefo/1-sty brick strip mall 16,028 SqFt t inv:852.60 exist curb inlet tr:857.00 inv(w):855.02 12" rcp inv:852.27 exist curb inlet tr:857.14 inv(w):852.53 inv(e):852.57 12" rcp exist drainage inlet tr:858.77 inv(w):853.27 inv(ne):855.82 inv(e):853.3212" rcp inv:852.56 exist curb inlet tr:858.28 inv(w):853.20 inv(se):853.22 15" rcp exist drainage inlet tr:859.66 inv(nw):854.56 inv(s):854.56 15 " rc p inv:854.45 exist drainage inlet tr:858.54 inv(se):855.86 inv(n):856.12 15" rc p direction only 10" pvcexist sanitary mh tr:857.88 inv(n):851.47 inv(s):851.53 inv(sw):851.998" pvcexist sanitary mh tr:859.31 inv(n):852.51 inv(s):852.61 8" pvcexist sanitary mh tr:862.30 inv(n):853.40 inv(sw):853.508" pvcdirection only 8" p vc direction only capped exist curb inlet tr:857.61 inv(s):854.59 inv(n):854.37 12" rcpexist curb inlet tr:856.80 inv(s):853.88 inv(n):853.70 inv(e):852.85 15" rcpdirection only12" rcp direction only 8" cppexist drainage inlet tr:858.54 inv(w):854.14 inv(e):854.34 12" rcp inv:854.44 w/ces 12" rcp from bldg exist curb inlet tr:858.71 inv(w):855.96 inv(e):855.96 10" pvc exist curb inlet tr:858.21 inv(w):855.16 inv(e):855.16 12" rcp inv:854.49 w/ces12" rcp FFE:861.89 FFE:861.91 FFE:860.66 FFE:860.66 FFE:861.72 exist curb inlet tr:861.81 inv(n):856.11 inv(e):856.1115" rcpexist drainage inlet tr:861.06 inv(w):857.36 inv(e):857.36 12" rcp exist curb inlet tr:861.01 inv(w):858.61 12" rcp exist curb inlet tr:858.99 inv(e):856.39 exist curb inlet tr:858.49 inv(w):854.99 inv(ne):854.99 12" rcp inv:854.33 12" r cp exist drainage inlet tr:860.86 inv(w):857.66 inv:856.83 with conc end section 12" rcp exist curb inlet tr:860.28 inv(e):856.58 exist curb inlet tr:860.39 inv(w):857.19 inv(e):857.19 12" rcp 12" rcp exist sanitary mh tr:862.81 inv(n):855.41 exist grease mh tr:861.30 6" pvcdirection only8" pvcexist sanitary mh tr:863.16 inv(w):854.36 inv(ne):854.26 8" pvc exist sanitary mh tr:862.42 inv(sw):853.92 inv(w):855.72 inv(ne):853.828" pvcexist clean out tr:862.04 8" pv c 8 " pvc building height:25.5' 199.9'80.1'200.1'80.2'34.2'1.9'2.2'6.1'17.1'8.6' 9.7'75.7' 10.3'94.0' 10.3'12.1'10.3'8.6'18.1'4.1' 35.4'207.3'building height:25.4' FFE:861.91 19.6'1.8'31.9'7.6'23.3' 88.1'3.8' 19.2'62.3'55.7'8.7'57.1'inv:859.49 12" rcp10.8'17.6'9.6' 101.7'49.1'N90°00'00"E - 284.09' N00°00'00"EN90°00'00"E 27.99'N00°00'00"E - 245.29'N00°03'57"W - 1186.40'S00°07'31"E - 695.72'46.53'S88°46'31"W - 226.41' KRG Hamilton Crossing, LLC Inst. No. 2004-59877 KRG Hamilton Crossing, LLC Inst. No. 2004-59877 North Meridian Carmel Hotel, L.P. Inst. No. 2004-27998 Utility EasementBk 269, Pg 267Utility Easement Inst. No. 99-29602 Utility Easement Inst. No. 99-72494 Lease AccessRoad EasementInst. No. 2001-5902Drainage Easement Inst. No. 2001-5902 Parking Easement Area "A"Inst. No. 2001-5902Parking Easement Area "B"Inst. No. 2001-5902Drainage Easement Inst. No. 2001-5902 Drainage Easement Inst. No. 2001-5902 Utility Easement Inst. No. 99-72494 Utility EasementInst. No. 99-72494 & Inst. No.99-29602Drainage Easement Inst. No. 2001-5902 45' Half R/W 14.8'110.6'87.3' Southern Boundary of 110 Acre Parcel described in the Real Estate Covenant recorded in Misc. Rec. 166, Page 545 Access Drive Inst. No. 2001-5902 Inst. No. 2004-27997 Access DriveInst. No. 2001-5902Inst. No. 2004-27997Utility EasementBk 271, Pg 383Drainage EasementInst. No. 2007070119Sign subject to "Consent to Encroach" Inst. No. 2014-49087 PENNSYLVANIA AVEwwwwwUtility Easement Inst. No. 99-72494 Utility EasementBk 269, Pg 267stoneANTICIPATED LIMIT OF PHASE 1 PLANTING UTILITY EASEMENT UTILITY EASEMENT UTILITY EASEMENT DECIDUOUS CANOPY TREE - COURTYARD 3 LOWEST LIMB @ 6` Nyssa sylvatica / Tupelo 5" Cal. UNDERSTORY TREE - COURTYARD 10 INSTALL AMELANCHIER (SINGLE STEM) IN HOTEL COURTYARD - THESE ARE SPECIMENS; ALL OTHER INSTALLATIONS ARE CORNUS AT A RATE OF 1:2 WHITE:PINK. Amelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry See Plans Cornus florida `White` / White Flowering Dogwood 2.5" Cal. Cornus florida rubra / Pink Flowering Dogwood 2.5" Cal. DECIDUOUS CANOPY TREE - STREETSCAPE 10 INSTALL MIN. TW0 (2) OF EACH SPECIES; 50% OF ALL TREES @ 3" CAL. AND 50% @ 4" CAL. ARRANGE SO NO MORE THAN TWO (2) OF THE SAME SIZE OR SPECIES ARE PLANTED ADJACENT. Liquidambar styraciflua / Sweet Gum Refer to Remarks Nyssa sylvatica / Tupelo Refer to Remarks Quercus coccinea / Scarlet Oak Refer to Remarks Quercus muehlenbergii / Chinkapin Oak Refer to Remarks UNDERSTORY TREE - STREETSCAPE 15 INSTALL CRATAEGUS ALONG WEST FACADE OF TRAINING CENTER; MIX CRATAEGUS AND CERCIS AT 1:1 AT SOUTH PROPERTY LINE AND EAST END OF HOTEL COMPLEX. Cercis canadensis / Eastern Redbud 2" Cal. Crataegus viridis 'Winter King' / Winter King Hawthorn 2" Cal. EVERGREEN TREE 7 Pinus banksiana / Jack Pine 10` UNDERSTORY SPECIMEN TREE - COURTYARD 2 Carpinus caroliniana / American Hornbeam See Plans SPECIMENS SMALL DECIDUOUS SHRUB - SHADE 62 INSTALL ONE (1) `JIM DANDY` TO EVERY NINE (9) `NANA` FOR POLLINATION. Ilex verticillata 'Jim Dandy' / Jim Dandy Winterberry #3 Ilex verticillata 'Nana' / Red Sprite Winterberry #3 STRUCTURAL PERENNIAL 217 Echinacea pallida / Pale Purple Coneflower QUART INSTALL BETWEEN GROUNDCOVER PLANTS. LARGE DECIDUOUS SHRUB 29 Viburnum dentatum / Viburnum #5 CULTIVAR TBD SMALL DECIDUOUS SHRUB 8 Viburnum dentatum 'Christom' TM / Blue Muffin Arrowwood Viburnum #3 CLUMP FORB 30 Sporobolus heterolepis / Prairie Dropseed 1 Gal. STRUCTURAL PERENNIAL 2 19 Liatris spicata / Blazing Star QUART SMALL DECIDUOUS SHRUB / PERENNIAL 30 DWARF VARIETY, TBD Hydrangea arborescens / Smooth Hydrangea #3 GROUND PLANTING - PART SHADE / SHADE 900 sf 1-3 VARIETIES FOAMFLOWER (TBD). INSTALL TULIP BULBS (VARIETIES TBD) BETWEEN PLANTS IN IRREGULAR DRIFTS - 5 PER 4 SF - @ 4"-8" O.C. Tiarella cordifolia / Foamflower 936 Quart 12" oc Tulipa spp / Tulip Bulb TURF - SEEDED 11,092 sf 90% Turftype Tall Fescue 10% KY Bluegrass Blend Seed GROUND PLANTING - SHADE 546 sf 70% WILD GINGER, 30% ALLEGHENY SPURGE. GROUP SPURGE IN ODD-NUMBERED DRIFTS. STAGGERED PATTERN. Asarum canadense / Wild Ginger 568 Quart 12" oc Pachysandra procumbens / Allegheny Spurge 568 Quart 12" oc TURF - SOD 1,083 sf SCATTER (500) SCILLA SIBERICA BULBS IN IRREGULAR DRIFTS ON PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. 90% Turftype Tall Fescue 10% KY Bluegrass Blend N/A Scilla siberica / Siberian Squill bulb PENNSYLVANIA SEDGE - GRID PATTERN 1,984 sf #SP3 PLUGS @ 9" O.C., GRID PATTERN. INSTALL BULBS BETWEEN CAREX ACCORDINGLY: TULIP - IRREGULAR DRIFTS OF 7-12 @ 4"-12" O.C. AT A RATE OF 12 PER 100 SF; NARCISSUS - IRREGULAR DRIFTS OF 7-12 @ 6" O.C. AT A RATE OF 12 PER 100 SF; ALLIUM - IRREGULAR DRIFTS OF 7 @ MIN. 12" O.C. AT A RATE OF 7 PER 100 SF. OBSERVE APPROPRIATE PLANTING DEPTHS. Allium caeruleum / Blue Globe Allium bulb Carex pensylvanica / Pennsylvania Sedge 3,666 Plug 9" oc Narcissus bulbocodium / Petticoat Daffodil bulb Tulipa humilis 'Alba Coerulea Oculata' / Blue Eye White Tulip bulb ORNAMENTAL GRASS 928 sf Panicum virgatum 'Shenandoah' / Shenandoah Switch Grass 429 #1 18" oc NO-MOW TURF - SEED 7,492 sf Fine fescue blend, to include in equal percentages: Shoreline creeping red fescue, Class One creeping red fescue, SR3150 hard fescue, Quatro sheep fescue, Carson chewings fescue. INSTALL 150 CROCUS BULBS (varieties TBD) IN AREAS IDENTIFIED. - NATIVE MEADOW 3,316 sf PER 100 SF: 8 EA. GRASSES + CLOVER (40 TOTAL), 35 CAREX PENSYLVANICA, 7 RATIBIDA PINNATA, 3 LIATRIS SPICATA; PER SPACING, STAGGERED PATTERN, IRREGULAR DISTRIBUTION. Carex pensylvanica / Pennsylvania Sedge 6,126 Plug 9" oc Dalea purpurea / Purple Prairie Clover 1,532 Pint 18" oc Liatris spicata / Blazing Star 3,446 Quart 12" oc Panicum virgatum 'Shenandoah' / Shenandoah Switch Grass 1,532 #1 18" oc Ratibida columnifera / Yellow Prairie Coneflower 13,784 Pint 6" oc Schizachyrium scoparium / Little Bluestem 1,532 Plug 18" oc Sorghastrum nutans / Indian Grass 1,532 Plug 18" oc Sporobolus heterolepis / Prairie Dropseed 1,532 Plug 18" oc PLANT SCHEDULE - PHASE 1 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 15' 30' 60' A1 L-501 PLANTING PLAN - PHASE I PLANTING PLAN - PHASE I GENERAL NOTES | SITE PLANTING PLANS: 1. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. 3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO SITE ELECTRICAL AND SITE UTILITY PLANS FOR PROPOSED UTILITY AND EQUIPMENT LOCATIONS. 4. NOTE PLANT MATERIAL SHOWN IN UTILITY EASEMENTS. FIELD LOCATE UTILITIES PRIOR TO ACQUIRING WOODY PLANT MATERIAL, ADJUST PLANT LOCATIONS IN COLLABORATION WITH LANDSCAPE ARCHITECT AS NEEDED; HAND-DIG PLANT PITS. PLANTINGS WITHIN UTILITY EASEMENTS ARE SUBJECT TO REMOVAL BY UTILITY COMPANIES HAVING FACILITIES THEREIN. 5. COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 6. INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. IF DISTURBED AREA WAS PREVIOUSLY A PLANTED AREA, RESTORE BY FINISH GRADING AND INSTALLING 2" DEPTH ORGANIC MULCH. 7. PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS NOT SEEDED. 8. INSTALL PROPOSED PLANTINGS PER DETAILS ON SHEETS L-706 AND L-711, UNLESS OTHERWISE INDICATED ON PLANS. 9. PROVIDE AUTOMATIC IRRIGATION; IRRIGATE ALL PLANTING AND TURFGRASS. MATCHLINE - FUTURE PHASES EXISTING HOTEL F.F.E. = 862.40 FUTURE PARKING GARAGE NOT INCLUDED IN PHASE I F.F.E. = 862.00 PROPOSED TRAINING CENTER F.F.E. = 862.40 PROPOSED HEADQUARTERS BUILDING NOT INCLUDED IN PHASE I F.F.E. = TBD PROPOSED HOTEL EXPANSION F.F.E. = 862.40 A1 L-651 A1 L-653 A1 L-652 A1 L-654 FUTURE STREETSCAPE (WALKS, TREES, STREETLIGHTS, ETC.) COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-501 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 02/23/22 ////////////// w weetwee e ww ee e e e eeeg t t t t tttttteg g g e e e gg g g g g ggggggttttttttttttttttttt t t tww w et tttte e e e t t t t t ttttttte/ t ttt teee e e eeeee eefo/1-sty brick strip mall 16,028 SqFt t inv:852.60 exist curb inlet tr:857.00 inv(w):855.02 12" rcp inv:852.27 exist curb inlet tr:857.14 inv(w):852.53 inv(e):852.57 12" rcp exist drainage inlet tr:858.77 inv(w):853.27 inv(ne):855.82 inv(e):853.3212" rcp inv:852.56 exist curb inlet tr:858.28 inv(w):853.20 inv(se):853.22 15" rcp exist drainage inlet tr:859.66 inv(nw):854.56 inv(s):854.56 15 " rc p inv:854.45 exist drainage inlet tr:858.54 inv(se):855.86 inv(n):856.12 15" rc p direction only 10" pvcexist sanitary mh tr:857.88 inv(n):851.47 inv(s):851.53 inv(sw):851.998" pvcexist sanitary mh tr:859.31 inv(n):852.51 inv(s):852.61 8" pvcexist sanitary mh tr:862.30 inv(n):853.40 inv(sw):853.508" pvcdirection only 8" p vc direction only capped exist curb inlet tr:857.61 inv(s):854.59 inv(n):854.37 12" rcpexist curb inlet tr:856.80 inv(s):853.88 inv(n):853.70 inv(e):852.85 15" rcpdirection only12" rcp direction only 8" cppexist drainage inlet tr:858.54 inv(w):854.14 inv(e):854.34 12" rcp inv:854.44 w/ces 12" rcp from bldg exist curb inlet tr:858.71 inv(w):855.96 inv(e):855.96 10" pvc exist curb inlet tr:858.21 inv(w):855.16 inv(e):855.16 12" rcp inv:854.49 w/ces 12" rcp FFE:861.89 FFE:861.91 FFE:860.66 FFE:860.66 FFE:861.72 exist curb inlet tr:861.81 inv(n):856.11 inv(e):856.1115" rcpexist drainage inlet tr:861.06 inv(w):857.36 inv(e):857.36 12" rcp exist curb inlet tr:861.01 inv(w):858.61 12" rcp exist curb inlet tr:858.99 inv(e):856.39 exist curb inlet tr:858.49 inv(w):854.99 inv(ne):854.99 12" rcp inv:854.33 12" r cp exist drainage inlet tr:860.86 inv(w):857.66 inv:856.83 with conc end section 12" rcp exist curb inlet tr:860.28 inv(e):856.58 exist curb inlet tr:860.39 inv(w):857.19 inv(e):857.19 12" rcp 12" rcp exist sanitary mh tr:862.81 inv(n):855.41 exist grease mh tr:861.30 6" pvcdirection only8" pvcexist sanitary mh tr:863.16 inv(w):854.36 inv(ne):854.26 8" pvc exist sanitary mh tr:862.42 inv(sw):853.92 inv(w):855.72 inv(ne):853.828" pvcexist clean out tr:862.04 8" pv c 8 " pvc building height:25.5' 199.9'80.1'200.1'80.2'34.2'1.9'2.2'6.1'17.1'8.6' 9.7'75.7' 10.3'94.0'10.3'12.1'10.3'8.6'18.1'4.1' 35.4'207.3'building height:25.4' FFE:861.91 19.6'1.8'31.9'7.6'23.3' 88.1'3.8' 19.2'62.3'55.7'8.7'57.1'inv:859.49 12" rcp10.8'17.6'9.6'101.7'49.1'N90°00'00"E - 284.09' N00°00'00"EN90°00'00"E 27.99'N00°00'00"E - 245.29'N00°03'57"W - 1186.40'S00°07'31"E - 695.72'46.53'S88°46'31"W - 226.41' KRG Hamilton Crossing, LLC Inst. No. 2004-59877 KRG Hamilton Crossing, LLC Inst. No. 2004-59877 North Meridian Carmel Hotel, L.P. Inst. No. 2004-27998 Utility EasementBk 269, Pg 267Utility Easement Inst. No. 99-29602 Utility Easement Inst. No. 99-72494 Lease AccessRoad EasementInst. No. 2001-5902Drainage Easement Inst. No. 2001-5902 Parking Easement Area "A"Inst. No. 2001-5902Parking Easement Area "B"Inst. No. 2001-5902Drainage Easement Inst. No. 2001-5902 Drainage Easement Inst. No. 2001-5902 Utility Easement Inst. No. 99-72494 Utility EasementInst. No. 99-72494 & Inst. No.99-29602Drainage Easement Inst. No. 2001-5902 45' Half R/W 14.8'110.6'87.3' Southern Boundary of 110 Acre Parcel described in the Real Estate Covenant recorded in Misc. Rec. 166, Page 545 Access Drive Inst. No. 2001-5902 Inst. No. 2004-27997 Access DriveInst. No. 2001-5902Inst. No. 2004-27997Utility EasementBk 271, Pg 383Drainage EasementInst. No. 2007070119Sign subject to "Consent to Encroach" Inst. No. 2014-49087 PENNSYLVANIA AVEwwwwwUtility Easement Inst. No. 99-72494 Utility EasementBk 269, Pg 267TOPSOIL FOR SEEDED LAWN 17,694 sf 6" DEPTH - TOPSOIL FOR SHRUB, PERENNIAL, AND BEDDING PLANT BEDS 6,422 sf 14" DEPTH - BIORETENTION SOIL MIX 221 sf 24" DEPTH - STRUCTURAL SOIL 3,202 sf 36" DEPTH - HORTICULTURAL SOILS SCHEDULE Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 15' 30' 60' A1 L-511 SOILS PLACEMENT PLAN - PHASE I SOILS PLACEMENT PLAN - PHASE I MATCHLINE - FUTURE PHASES EXISTING HOTEL F.F.E. = 862.40 FUTURE PARKING GARAGE NOT INCLUDED IN PHASE I F.F.E. = 862.00 PROPOSED TRAINING CENTER F.F.E. = 862.40 PROPOSED HEADQUARTERS BUILDING NOT INCLUDED IN PHASE I F.F.E. = TBD PROPOSED HOTEL EXPANSION F.F.E. = 862.40 1. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 2. COORDINATE WORK WITH OTHER DESIGN DISCIPLINES. 3. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 4. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY ALL IN THE FIELD. REFER TO AND COORDINATE WITH DRAWINGS PREPARED BY OTHER DESIGN DISCIPLINES FOR PROPOSED ALL PROPOSED UTILITIES. 5. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED OR DIMENSIONED OTHERWISE. 6. COMMENCEMENT OF SOILS PLACEMENT SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED SUBGRADE CONDITIONS HAVE BEEN ACHIEVED PRIOR TO PLACEMENT OF SOILS, INCLUDING POSITIVE DRAINAGE AND INFILTRATION OF PRECIPITATION. 7. PROVIDE MINIMUM SOIL DEPTHS AS SHOWN IN LEGEND. PLACE SOIL IN 6" MAXIMUM LIFTS AND COMPACT LIGHTLY (SEE SPECIFICATION SECTION 329119 FOR COMPACTION RATES). PERFORM PERCOLATION TESTS AT EACH LIFT TO ENSURE ADEQUATE DRAINAGE. 8. INSTALL SOIL TO AN ELEVATION THAT ASSUMES A MINIMUM OF 2" ORGANIC MULCH WILL BE PROVIDED IN ALL PLANTING BEDS (NON-LAWN AREAS). 9. STRUCTURAL SOIL AREAS ARE FURTHER IDENTIFIED AND DEFINED ON THE SITE FEATURE PLANS AND DETAILS. 10. REFER TO SPECIFICATION SECTION 329119 - LANDSCAPE GRADING FOR ADDITIONAL INFORMATION. GENERAL NOTES | SITE SOILS PLANS: COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-511 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 2 2 2 02/23/22 PRECAST ARCHITECTURAL CONCRETE CODE DESCRIPTION DETAIL 03-45-CA PRECAST ARCHITECTURAL CONCRETE, CURB, FIRE FEATURE APPLICATION A1/L-752 03-45-CC PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, CONCRETE APPLICATION D4/L-703 03-45-CD PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, UNIT PAVING APPLICATION C6/L-763 03-45-CE PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, CONCRETE APPLICATION B6/L-763 03-45-CF PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, FLUSH, UNIT PAVING APPLICATION D3/L-763 03-45-CG PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, UNIT PAVING APPLICATION B1/L-762 03-45-ST PRECAST ARCHITECTURAL CONCRETE, STAIR TREAD 03-45-WA PRECAST ARCHITECTURAL CONCRETE, WALL SCREEN WALL, 5`-2" HT. C1/L-764 03-45-WB PRECAST ARCHITECTURAL CONCRETE, WALL, SCREEN WALL, 7`-6" HT. A1/L-764 03-45-WK PRECAST ARCHITECTURAL CONCRETE, WALL, `KNEE WALL` 03-45-WM ARCHITECTURAL CONCRETE, WALL, MONUMENT SIGN METAL RAILINGS CODE DESCRIPTION DETAIL 05-52-BA METAL RAILING, SINGER RISER HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL A1/L-704 05-52-BB METAL RAILING, MULTI-RISER HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL A6/L-704 05-52-BC METAL RAILING, ACCESSIBLE RAMP HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL E4/L-704 SIGNAGE CODE DESCRIPTION DETAIL 10-24-AA ARCHITECTURAL SCREEN WALL (REF ARCH. DWGS) 10-24-BA ARCHITECTURAL SCREEN WALL, SWING GATE, SINGLE (ARCH. DWGS.) 10-24-BB ARCHICTURAL SCREEN WALL, SWING GATE, DOUBLE (REF ARCH. DWGS.) SITE FURNISHINGS CODE DESCRIPTION DETAIL 12-93-AA SITE FURNISHING, BIKE RACK, CONCRETE PAVING APPLICATION C3/L-761 12-93-AB SITE FURNISHING, BIKE RACK, UNIT PAVING APPLICATION C6/L-761 12-93-FA SITE FURNISHING, FIRE FEATURE, TRAINING CENTER COURTYARD A1/L-752 12-93-FB SITE FURNISHING, FIRE FEATURE, HOTEL COURTYARD A1/L-752 EXTERIOR LIGHTING CODE DESCRIPTION DETAIL 26-56-BL EXTERIOR LIGHTING, `GUIDE` BOLLARD WITH LED, FIXED @ UNIT PAVING, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE. INCLUDE CONCRETE FOUNDATION. A1/L-712 26-56-BT EXTERIOR LIGHTING, `GUIDE` BOLLARD WITH LED, FIXED @ TURF, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE. INCLUDE CONCRETE FOUNDATION. C6/L-712 RIGID PAVING CODE DESCRIPTION DETAIL 32-13-AD CONCRETE CURB, VERTICAL E2/L-703 32-13-AE CONCRETE CURB, RIBBON, 4" WIDTH F1/L-762 32-13-AF CONCRETE CURB, RIBBON, 6" WIDTH D2/L-762 32-13-AG CONCRETE CURB, RIBBON, 6" WIDTH B2/L-762 32-13-IA CONCRETE STAIR, (6) 6" RISERS W/ 12" TREADS. COORDINATE W/ GRADING PLAN A4/L-703 SITE EQUIPMENT AND STRUCTURES CODE DESCRIPTION DETAIL 32-28-AB SITE EQUIPMENT, RELIANCE FOUNDRY BOLLARD MODEL R-8464, REMOVABLE, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE E6/L-712 PLANTING ACCESSORIES CODE DESCRIPTION DETAIL 32-94-PG PLANTING ACCESSORIES, PAVER GRATE A1/L-711 WATER UTILITY DISTRIBUTION PIPING CODE DESCRIPTION DETAIL 33-11-FD WATER UTILITY, F.D.C. (REF: CIVIL DWGS) 33-11-FH WATER UTILITY, FIRE HYDRANT, ( REF: CIVIL DWGS.) 33-11-HB WATER UTILITY, HOSE BIB, ( REF: CIVIL DWGS.) 33-11-PI WATER UTILITY, P.I.V. (REF: CIVIL DWGS.) 33-11-VA WATER UTILITY, VALVE, (REF: CIVIL DWGS.) SANITARY UTILITY SEWERAGE PIPING CODE DESCRIPTION DETAIL 33-31-BA SANITARY SEWER, MANHOLE, (REF: CIVIL DWGS.) STORM UTILITY DRAINAGE PIPING CODE DESCRIPTION DETAIL 33-41-AA STORM STRUCTURE, (REF: CIVIL DWGS.) 33-41-BA STORM DRAINAGE, CATCH BASIN, (REF: CIVIL DWGS.) 33-41-MA STORM DRAINAGE, MANHOLE, (REF: CIVIL DWGS.) STORM UTILITY WATER DRAINS CODE DESCRIPTION DETAIL 33-44-AD STORM WATER DRAINS, AREA DRAIN, (REF: CIVIL DWGS.) 33-44-BA STORM WATER DRAINS, SLOT DRAIN A3/L-712 UTILITY TRANSFORMERS CODE DESCRIPTION DETAIL 33-73-JB ELECTRICAL UTILITY, WALL MOUNTED JUNCTION BOX, 4`,4`X18", (REF: ELECTRICAL DWGS.) 33-73-PB ELECTRICAL UTILITY, GROUND MOUNTED PULL BOX, (REF: ELECTRICAL DWGS.) RIGID PAVING SYMBOL DESCRIPTION DETAIL CONCRETE PAVING, STANDARD, LIGHT DUTY A6/L-702 CONCRETE PAVING, STANDARD, MEDIUM DUTY B6/L-702 CONCRETE PAVING, STANDARD, HEAVY DUTY D6/L-702 UNIT PAVING SYMBOL DESCRIPTION DETAIL UNIT PAVING, MEDIUM DUTY A6/L-701 UNIT PAVING, HEAVY DUTY A4/L-701 UNIT PAVING, MEDIUM DUTY, STRUCTURAL SOIL APPLICATION B2/L-701 REFERENCE NOTES SCHEDULE | PLAN ENLARGEMENTS - SITE FEATURES Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-621 PLAN ENLARGEMENTS - SITE FEATURES PLAN ENLARGEMENTS - SITE FEATURES 1. DO NOT SCALE DRAWINGS FOR FIELD LAYOUT. 2. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 3. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY ALL IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR PROPOSED SITE LIGHTING AND POWER DISTRIBUTION EQUIPMENT. REFER TO CIVIL DRAWINGS FOR ALL OTHER PROPOSED UTILITIES. 4. REFERENCE NOTES SCHEDULE MAY APPEAR ON MULTIPLE SHEETS. NOT ALL REFERENCE NOTES APPEAR ON EACH SHEET. 5. REFER TO FOR CONCRETE PAVING JOINT DETAILS. 5.1. 'IJ' DENOTES ISOLATION JOINT. 5.2. 'CJ-A' DENOTES CONTRACTION JOINT 'A'. 5.3. 'CJ-B' DENOTES CONTRACTION JOINT 'B'. 5.4. 'CJ-C' DENOTES CONTRACTION JOINT 'C'. 6. ALL CONCRETE PAVING JOINTS SHALL BE CONTRACTION JOINT 'A' UNLESS INDICATED OTHERWISE. 7. REFER TO CIVIL DRAWINGS FOR ALL PAVING IN THE PUBLIC RIGHT-OF-WAY UNLESS OTHERWISE INDICATED IN THE LANDSCAPE DRAWINGS. 8. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 9. THE LANDSCAPE ARCHITECT'S ELECTRONIC DESIGN DATA FILE(S) MAY BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER(S) FOR LAYOUT PURPOSES UPON REQUEST AND RECEIPT OF A SIGNED "WAIVER OF CLAIMS FOR USE OF ELECTRONIC DATA" FORM. GENERAL NOTES | SITE FEATURES PLAN ENLARGEMENTS: A1 L-702 32-13-AE (3) TOTAL THIS AREA 12-93-FB 03-45-WB METAL/WOOD TRELLIS STRUCTURE WITH DOWN LIGHTS. DESIGN ASSIST FABRICATION BY SITE FURNISHINGS SUPPLIER CUSTOM LARGE FORMAT WOOD BENCH SEAT AND BACK. OPTIONS INCLUDE: ·DESIGN ASSIST FABRICATION BY SITE FURNISHINGS SUPPLIER ·GLULAM CONSTRUCTION 03-45-CA ELEC. EQUIPMENT LAYOUT TO BE PROVIDED BY OTHERS PLANTING AREA 10-24-AA 32-13-AE PLANTING AREA PLANTING AREA IJ IJIJ IJ IJ IJ IJIJIJIJ33-44-AD PLANTING AREA 10-24-BA 10-24-AA 32-13-AF "SCREEN WALL AND GATE": STRUCTURAL STEEL ASSEMBLY OF HOT DİPPED GALVANİZED STEEL WİTH HİGH PERFORMANCE COATİNG AND ROUGH SAWN THERMALLY MODİFİED ASH SLATS. DESİGN ASSİST BY CONTRACTOR. ASH SLATS ARE TO BE COMBİNATİON OF 5/8" X 4" AND 5/8" X 6" MATERİAL FASTENED WİTH STAİNLESS STEEL FASTENERS. SET ASH SLATS HORİZONTALLY WİTH A MAXİMUM GAP BETWEEN BOARDS OF 1/4". ASH SLATS ARE TO BE APPLİED TO BOTH SİDES OF THE STEEL FRAME. HEİGHT TO MATCH HEİGHT OF ADJACENT PRECAST SCREENWALL. GATE TO BE SİZED TO ALLOW AN 8' CLEAR OPENİNG FOR BACKHOE ACCESS. GATE HARDWARE TO İNCLUDE HEAVY DUTY STAİNLESS STEEL HİNGES RATED FOR THE DESİGNED LOAD AND RİM EXİT DEVİCE. "SCREEN WALL": STRUCTURAL STEEL ASSEMBLY OF HOT DİPPED GALVANİZED STEEL WİTH HİGH PERFORMANCE COATİNG AND ROUGH SAWN THERMALLY MODİFİED ASH SLATS. DESİGN ASSİST BY CONTRACTOR. ASH SLATS ARE TO BE COMBİNATİON OF 5/8" X 4" AND 5/8" X 6" MATERİAL FASTENED WİTH STAİNLESS STEEL FASTENERS. SET ASH SLATS HORİZONTALLY WİTH A MAXİMUM GAP BETWEEN BOARDS OF 1/4". ASH SLATS ARE TO BE APPLİED TO BOTH SİDES OF THE STEEL FRAME. HEİGHT TO MATCH HEİGHT OF ADJACENT PRECAST SCREENWALL. 26-56-BT TURF/SOD AREA PLANTING AREA 2 2 33-41-BA EX. CONDENSATE DISCHARGE MANHOLE TO REMAIN EX. CONDENSATE DISCHARGE CLEANOUT TO REMAIN 2 33-11-FH 33-44-AD EX. STORM/SEWER COVER TO REMAIN 2 2 COPYRIGHT NOTICE: THIS ARCHITECTURALAND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-621 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 33-44-AD 33-44-AD 2 2 3 3 33-44-AD EXISTING FDC TO BE RELOCATED (REFER: CIVIL DWGS) 3 02/23/22 PRECAST ARCHITECTURAL CONCRETE CODE DESCRIPTION DETAIL 03-45-CA PRECAST ARCHITECTURAL CONCRETE, CURB, FIRE FEATURE APPLICATION A1/L-752 03-45-CC PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, CONCRETE APPLICATION D4/L-703 03-45-CD PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, UNIT PAVING APPLICATION C6/L-763 03-45-CE PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, CONCRETE APPLICATION B6/L-763 03-45-CF PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, FLUSH, UNIT PAVING APPLICATION D3/L-763 03-45-CG PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, UNIT PAVING APPLICATION B1/L-762 03-45-ST PRECAST ARCHITECTURAL CONCRETE, STAIR TREAD 03-45-WA PRECAST ARCHITECTURAL CONCRETE, WALL SCREEN WALL, 5`-2" HT.C1/L-764 03-45-WB PRECAST ARCHITECTURAL CONCRETE, WALL, SCREEN WALL, 7`-6" HT.A1/L-764 03-45-WK PRECAST ARCHITECTURAL CONCRETE, WALL, `KNEE WALL` 03-45-WM ARCHITECTURAL CONCRETE, WALL, MONUMENT SIGN METAL RAILINGS CODE DESCRIPTION DETAIL 05-52-BA METAL RAILING, SINGER RISER HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL A1/L-704 05-52-BB METAL RAILING, MULTI-RISER HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL A6/L-704 05-52-BC METAL RAILING, ACCESSIBLE RAMP HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL E4/L-704 SIGNAGE CODE DESCRIPTION DETAIL 10-24-AA ARCHITECTURAL SCREEN WALL (REF ARCH. DWGS) 10-24-BA ARCHITECTURAL SCREEN WALL, SWING GATE, SINGLE (ARCH. DWGS.) 10-24-BB ARCHICTURAL SCREEN WALL, SWING GATE, DOUBLE (REF ARCH. DWGS.) SITE FURNISHINGS CODE DESCRIPTION DETAIL 12-93-AA SITE FURNISHING, BIKE RACK, CONCRETE PAVING APPLICATION C3/L-761 12-93-AB SITE FURNISHING, BIKE RACK, UNIT PAVING APPLICATION C6/L-761 12-93-FA SITE FURNISHING, FIRE FEATURE, TRAINING CENTER COURTYARD A1/L-752 12-93-FB SITE FURNISHING, FIRE FEATURE, HOTEL COURTYARD A1/L-752 EXTERIOR LIGHTING CODE DESCRIPTION DETAIL 26-56-BL EXTERIOR LIGHTING, `GUIDE` BOLLARD WITH LED, FIXED @ UNIT PAVING, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE. INCLUDE CONCRETE FOUNDATION. A1/L-712 26-56-BT EXTERIOR LIGHTING, `GUIDE` BOLLARD WITH LED, FIXED @ TURF, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE. INCLUDE CONCRETE FOUNDATION. C6/L-712 RIGID PAVING CODE DESCRIPTION DETAIL 32-13-AD CONCRETE CURB, VERTICAL E2/L-703 32-13-AE CONCRETE CURB, RIBBON, 4" WIDTH F1/L-762 32-13-AF CONCRETE CURB, RIBBON, 6" WIDTH D2/L-762 32-13-AG CONCRETE CURB, RIBBON, 6" WIDTH B2/L-762 32-13-IA CONCRETE STAIR, (6) 6" RISERS W/ 12" TREADS. COORDINATE W/ GRADING PLAN A4/L-703 SITE EQUIPMENT AND STRUCTURES CODE DESCRIPTION DETAIL 32-28-AB SITE EQUIPMENT, RELIANCE FOUNDRY BOLLARD MODEL R-8464, REMOVABLE, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE E6/L-712 PLANTING ACCESSORIES CODE DESCRIPTION DETAIL 32-94-PG PLANTING ACCESSORIES, PAVER GRATE A1/L-711 WATER UTILITY DISTRIBUTION PIPING CODE DESCRIPTION DETAIL 33-11-FD WATER UTILITY, F.D.C. (REF: CIVIL DWGS) 33-11-FH WATER UTILITY, FIRE HYDRANT, ( REF: CIVIL DWGS.) 33-11-HB WATER UTILITY, HOSE BIB, ( REF: CIVIL DWGS.) 33-11-PI WATER UTILITY, P.I.V. (REF: CIVIL DWGS.) 33-11-VA WATER UTILITY, VALVE, (REF: CIVIL DWGS.) SANITARY UTILITY SEWERAGE PIPING CODE DESCRIPTION DETAIL 33-31-BA SANITARY SEWER, MANHOLE, (REF: CIVIL DWGS.) STORM UTILITY DRAINAGE PIPING CODE DESCRIPTION DETAIL 33-41-AA STORM STRUCTURE, (REF: CIVIL DWGS.) 33-41-BA STORM DRAINAGE, CATCH BASIN, (REF: CIVIL DWGS.) 33-41-MA STORM DRAINAGE, MANHOLE, (REF: CIVIL DWGS.) STORM UTILITY WATER DRAINS CODE DESCRIPTION DETAIL 33-44-AD STORM WATER DRAINS, AREA DRAIN, (REF: CIVIL DWGS.) 33-44-BA STORM WATER DRAINS, SLOT DRAIN A3/L-712 UTILITY TRANSFORMERS CODE DESCRIPTION DETAIL 33-73-JB ELECTRICAL UTILITY, WALL MOUNTED JUNCTION BOX, 4`,4`X18", (REF: ELECTRICAL DWGS.) 33-73-PB ELECTRICAL UTILITY, GROUND MOUNTED PULL BOX, (REF: ELECTRICAL DWGS.) RIGID PAVING SYMBOL DESCRIPTION DETAIL CONCRETE PAVING, STANDARD, LIGHT DUTY A6/L-702 CONCRETE PAVING, STANDARD, MEDIUM DUTY B6/L-702 CONCRETE PAVING, STANDARD, HEAVY DUTY D6/L-702 UNIT PAVING SYMBOL DESCRIPTION DETAIL UNIT PAVING, MEDIUM DUTY A6/L-701 UNIT PAVING, HEAVY DUTY A4/L-701 UNIT PAVING, MEDIUM DUTY, STRUCTURAL SOIL APPLICATION B2/L-701 REFERENCE NOTES SCHEDULE | PLAN ENLARGEMENTS - SITE FEATURES Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-622 PLAN ENLARGEMENTS - SITE FEATURES PLAN ENLARGEMENTS - SITE FEATURES 1. DO NOT SCALE DRAWINGS FOR FIELD LAYOUT. 2. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 3. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY ALL IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR PROPOSED SITE LIGHTING AND POWER DISTRIBUTION EQUIPMENT. REFER TO CIVIL DRAWINGS FOR ALL OTHER PROPOSED UTILITIES. 4. REFERENCE NOTES SCHEDULE MAY APPEAR ON MULTIPLE SHEETS. NOT ALL REFERENCE NOTES APPEAR ON EACH SHEET. 5. REFER TO FOR CONCRETE PAVING JOINT DETAILS. 5.1. 'IJ' DENOTES ISOLATION JOINT. 5.2. 'CJ-A' DENOTES CONTRACTION JOINT 'A'. 5.3. 'CJ-B' DENOTES CONTRACTION JOINT 'B'. 5.4. 'CJ-C' DENOTES CONTRACTION JOINT 'C'. 6. ALL CONCRETE PAVING JOINTS SHALL BE CONTRACTION JOINT 'A' UNLESS INDICATED OTHERWISE. 7. REFER TO CIVIL DRAWINGS FOR ALL PAVING IN THE PUBLIC RIGHT-OF-WAY UNLESS OTHERWISE INDICATED IN THE LANDSCAPE DRAWINGS. 8. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 9. THE LANDSCAPE ARCHITECT'S ELECTRONIC DESIGN DATA FILE(S) MAY BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER(S) FOR LAYOUT PURPOSES UPON REQUEST AND RECEIPT OF A SIGNED "WAIVER OF CLAIMS FOR USE OF ELECTRONIC DATA" FORM. GENERAL NOTES | SITE FEATURES PLAN ENLARGEMENTS: A1 L-702 33-44-BA 33-44-BA 32-94-PG 32-94-PG 32-94-PG 03-45-WK 03-45-WK 05-52-BA CUSTOM METAL/WOOD BAR TOP TABLE W/ POSTS AND SLATS. SEE DETAIL CUSTOM LARGE FORMAT WOOD BENCH SEAT AND BACK. OPTIONS INCLUDE: ·DESIGN ASSIST FABRICATION BY SITE FURNISHINGS SUPPLIER ·GLULAM CONSTRUCTION 12-93-FA 03-45-CA 03-45-WA 03-45-WK 03-45-WK "SCREEN WALL AND GATES": STRUCTURAL STEEL ASSEMBLY W/ HIGH PERFORMANCE COATING AND ROUGH SAWN THERMALLY MODIFIED ASH SLATS. 03-45-WK 03-45-WK BRIDGE ABOVE (REF: ARCH. DWGS.) BRIDGE ABOVE (REF: ARCH. DWGS.) 03-45-ST NOTE: REFER TO A1/L-623 FOR CONTINUATION. (2) TREADS THIS LOCATION A1 L-711 TYP. E1/L-761 E6 L-762 D4 L-762 A6 L-762 A4 L-762 B6 L-762 A1 L-762 E1 L-711 B1 L-762 C1 L-711 E4 L-764 A2 L-764 E6 L-764 C4 L-764C3 L-763 C3 L-711 E3 L-711 A3 L-763 B6 L-701 C1 L-764 C6 L-764 A6 L-763 A6 L-764 SIM. A6 L-764 SIM. (4) TOTAL THIS AREA B6 L-701 B4 L-701 B2 L-762 C6 L-762 B4 L-762 E1 L-764 03-45-WK 03-45-ST 03-45-CD 03-45-CE33-44-BA 33-44-AD 03-45-CF A6 L-764 03-45-CE 03-45-CE 03-45-WK 03-45-CF 03-45-CE 03-45-CD 03-45-CF CUSTOM METAL/WOOD BAR TOP TABLE W/ POSTS AND SLATS. SEE DETAIL E1/L-761 03-45-CF 03-45-ST 03-45-WK 03-45-CG 03-45-WK 03-45-ST (2) TREADS THIS LOCATION 'TRAINING CENTER' BUILDING (SHOWN W/ FIRST FLOOR) 'HOTEL' BUILDING (SHOWN W/ FIRST FLOOR)CJ-B CJ-B CJ-B CJ-B CJ-B CJ-B CJ-B CJ-B CJ-B CJ-B CJ-B 33-31-BA 32-13-AF 32-13-AF 33-11-FH 33-11-VA 33-41-MA 33-41-MA 33-41-MA 12-93-AB 33-41-MA 05-52-BB 05-52-BB 05-52-BB 05-52-BB 05-52-BC05-52-BB 05-52-BB 05-52-BB 05-52-BB 33-41-MA 33-41-MA 33-31-BA 33-41-BA COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-622 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 SIM. SIM. 3 3 NOTE: DO NOT LIME-TREAT THE SUBSOIL UNDER THE PLANTING BEDS NOTE: DO NOT LIME-TREAT THE SUBSOIL UNDER THE PLANTING BEDS OR STRUCTURAL SOIL AREAS NOTE: DO NOT LIME-TREAT THE SUBSOIL UNDER THE PLANTING BEDS 03-45-WK NOTE: DO NOT LIME-TREAT THE SUBSOIL UNDER THE PLANTING BEDS NOTE: DO NOT LIME-TREAT THE SUBSOIL UNDER THE PLANTING BEDS OR STRUCTURAL SOIL AREAS NOTE: DO NOT LIME-TREAT THE SUBSOIL UNDER THE PLANTING BEDS NOTE: DO NOT LIME-TREAT THE SUBSOIL UNDER THE PLANTING BEDS 3 3 3 3 3 3 3 3 02/23/22 PRECAST ARCHITECTURAL CONCRETE CODE DESCRIPTION DETAIL 03-45-CA PRECAST ARCHITECTURAL CONCRETE, CURB, FIRE FEATURE APPLICATION A1/L-752 03-45-CC PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, CONCRETE APPLICATION D4/L-703 03-45-CD PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, UNIT PAVING APPLICATION C6/L-763 03-45-CE PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, CONCRETE APPLICATION B6/L-763 03-45-CF PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, FLUSH, UNIT PAVING APPLICATION D3/L-763 03-45-CG PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, UNIT PAVING APPLICATION B1/L-762 03-45-ST PRECAST ARCHITECTURAL CONCRETE, STAIR TREAD 03-45-WA PRECAST ARCHITECTURAL CONCRETE, WALL SCREEN WALL, 5`-2" HT.C1/L-764 03-45-WB PRECAST ARCHITECTURAL CONCRETE, WALL, SCREEN WALL, 7`-6" HT.A1/L-764 03-45-WK PRECAST ARCHITECTURAL CONCRETE, WALL, `KNEE WALL` 03-45-WM ARCHITECTURAL CONCRETE, WALL, MONUMENT SIGN METAL RAILINGS CODE DESCRIPTION DETAIL 05-52-BA METAL RAILING, SINGER RISER HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL A1/L-704 05-52-BB METAL RAILING, MULTI-RISER HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL A6/L-704 05-52-BC METAL RAILING, ACCESSIBLE RAMP HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL E4/L-704 SIGNAGE CODE DESCRIPTION DETAIL 10-24-AA ARCHITECTURAL SCREEN WALL (REF ARCH. DWGS) 10-24-BA ARCHITECTURAL SCREEN WALL, SWING GATE, SINGLE (ARCH. DWGS.) 10-24-BB ARCHICTURAL SCREEN WALL, SWING GATE, DOUBLE (REF ARCH. DWGS.) SITE FURNISHINGS CODE DESCRIPTION DETAIL 12-93-AA SITE FURNISHING, BIKE RACK, CONCRETE PAVING APPLICATION C3/L-761 12-93-AB SITE FURNISHING, BIKE RACK, UNIT PAVING APPLICATION C6/L-761 12-93-FA SITE FURNISHING, FIRE FEATURE, TRAINING CENTER COURTYARD A1/L-752 12-93-FB SITE FURNISHING, FIRE FEATURE, HOTEL COURTYARD A1/L-752 EXTERIOR LIGHTING CODE DESCRIPTION DETAIL 26-56-BL EXTERIOR LIGHTING, `GUIDE` BOLLARD WITH LED, FIXED @ UNIT PAVING, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE. INCLUDE CONCRETE FOUNDATION. A1/L-712 26-56-BT EXTERIOR LIGHTING, `GUIDE` BOLLARD WITH LED, FIXED @ TURF, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE. INCLUDE CONCRETE FOUNDATION. C6/L-712 RIGID PAVING CODE DESCRIPTION DETAIL 32-13-AD CONCRETE CURB, VERTICAL E2/L-703 32-13-AE CONCRETE CURB, RIBBON, 4" WIDTH F1/L-762 32-13-AF CONCRETE CURB, RIBBON, 6" WIDTH D2/L-762 32-13-AG CONCRETE CURB, RIBBON, 6" WIDTH B2/L-762 32-13-IA CONCRETE STAIR, (6) 6" RISERS W/ 12" TREADS. COORDINATE W/ GRADING PLAN A4/L-703 SITE EQUIPMENT AND STRUCTURES CODE DESCRIPTION DETAIL 32-28-AB SITE EQUIPMENT, RELIANCE FOUNDRY BOLLARD MODEL R-8464, REMOVABLE, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE E6/L-712 PLANTING ACCESSORIES CODE DESCRIPTION DETAIL 32-94-PG PLANTING ACCESSORIES, PAVER GRATE A1/L-711 WATER UTILITY DISTRIBUTION PIPING CODE DESCRIPTION DETAIL 33-11-FD WATER UTILITY, F.D.C. (REF: CIVIL DWGS) 33-11-FH WATER UTILITY, FIRE HYDRANT, ( REF: CIVIL DWGS.) 33-11-HB WATER UTILITY, HOSE BIB, ( REF: CIVIL DWGS.) 33-11-PI WATER UTILITY, P.I.V. (REF: CIVIL DWGS.) 33-11-VA WATER UTILITY, VALVE, (REF: CIVIL DWGS.) SANITARY UTILITY SEWERAGE PIPING CODE DESCRIPTION DETAIL 33-31-BA SANITARY SEWER, MANHOLE, (REF: CIVIL DWGS.) STORM UTILITY DRAINAGE PIPING CODE DESCRIPTION DETAIL 33-41-AA STORM STRUCTURE, (REF: CIVIL DWGS.) 33-41-BA STORM DRAINAGE, CATCH BASIN, (REF: CIVIL DWGS.) 33-41-MA STORM DRAINAGE, MANHOLE, (REF: CIVIL DWGS.) STORM UTILITY WATER DRAINS CODE DESCRIPTION DETAIL 33-44-AD STORM WATER DRAINS, AREA DRAIN, (REF: CIVIL DWGS.) 33-44-BA STORM WATER DRAINS, SLOT DRAIN A3/L-712 UTILITY TRANSFORMERS CODE DESCRIPTION DETAIL 33-73-JB ELECTRICAL UTILITY, WALL MOUNTED JUNCTION BOX, 4`,4`X18", (REF: ELECTRICAL DWGS.) 33-73-PB ELECTRICAL UTILITY, GROUND MOUNTED PULL BOX, (REF: ELECTRICAL DWGS.) RIGID PAVING SYMBOL DESCRIPTION DETAIL CONCRETE PAVING, STANDARD, LIGHT DUTY A6/L-702 CONCRETE PAVING, STANDARD, MEDIUM DUTY B6/L-702 CONCRETE PAVING, STANDARD, HEAVY DUTY D6/L-702 UNIT PAVING SYMBOL DESCRIPTION DETAIL UNIT PAVING, MEDIUM DUTY A6/L-701 UNIT PAVING, HEAVY DUTY A4/L-701 UNIT PAVING, MEDIUM DUTY, STRUCTURAL SOIL APPLICATION B2/L-701 REFERENCE NOTES SCHEDULE | PLAN ENLARGEMENTS - SITE FEATURES Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-623 PLAN ENLARGEMENTS - SITE FEATURES PLAN ENLARGEMENTS - SITE FEATURES 1. DO NOT SCALE DRAWINGS FOR FIELD LAYOUT. 2. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 3. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY ALL IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR PROPOSED SITE LIGHTING AND POWER DISTRIBUTION EQUIPMENT. REFER TO CIVIL DRAWINGS FOR ALL OTHER PROPOSED UTILITIES. 4. REFERENCE NOTES SCHEDULE MAY APPEAR ON MULTIPLE SHEETS. NOT ALL REFERENCE NOTES APPEAR ON EACH SHEET. 5. REFER TO FOR CONCRETE PAVING JOINT DETAILS. 5.1. 'IJ' DENOTES ISOLATION JOINT. 5.2. 'CJ-A' DENOTES CONTRACTION JOINT 'A'. 5.3. 'CJ-B' DENOTES CONTRACTION JOINT 'B'. 5.4. 'CJ-C' DENOTES CONTRACTION JOINT 'C'. 6. ALL CONCRETE PAVING JOINTS SHALL BE CONTRACTION JOINT 'A' UNLESS INDICATED OTHERWISE. 7. REFER TO CIVIL DRAWINGS FOR ALL PAVING IN THE PUBLIC RIGHT-OF-WAY UNLESS OTHERWISE INDICATED IN THE LANDSCAPE DRAWINGS. 8. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 9. THE LANDSCAPE ARCHITECT'S ELECTRONIC DESIGN DATA FILE(S) MAY BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER(S) FOR LAYOUT PURPOSES UPON REQUEST AND RECEIPT OF A SIGNED "WAIVER OF CLAIMS FOR USE OF ELECTRONIC DATA" FORM. GENERAL NOTES | SITE FEATURES PLAN ENLARGEMENTS: A1 L-702 NOTE: REFER TO A1/L-622 FOR CONTINUATION. NOTE: REFER TO A1/L-624 FOR CONTINUATION. BRIDGE ABOVE (REF: ARCH. DWGS.) 03-45-CC 03-45-WK 03-45-WM 33-41-BA 03-45-WK (4) TOTAL THIS LOCATION 32-28-AB (3) TOTAL THIS LOCATION 33-31-BA RAMP TRANSITION TO CURBLESS B6 L-701 B6 L-701 B4 L-701 SLOPE TRANSITION 12-93-AA (13) TOTAL THIS LOCATION (4) TOTAL THIS LOCATION B6 L-701 B6 L-701B6 L-701 B6 L-701 B6 L-701 B6 L-701 A4 L-765 D1 L-762 D4 L-762 B6 L-701 A2 L-762 D4 L-762 B6 L-701 IJ IJIJ IJ CJ-B CJ-B 26-56-BL CJ-B TEMPORARY IJ CJ-B CJ-B TEMPORARY IJSLOPE TRANSITION DOOR OPERATOR 26-56-BL 26-56-BL(2) TOTAL THIS LOCATION CJ-B CJ-B CANOPY A B O V E (REF: ARCH. DWGS.) NOTE: REFER TO A1/L-625 FOR TRAINING CENTER SERVICE YARD. 33-41-AA 33-41-BA E6 L-763 E2 L-712 33-11-VA E4 L-712 33-41-BA 33-11-VA COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-623 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 32-13-AG 32-13-AG 32-13-AG VERTICAL CURB W/ VERTICAL FACE AND 1 4" RADIUS TO BE TAPERED INTO RIBBON CURB (REF: GRADING PLANS) VERTICAL CURB W/ VERTICAL FACE AND 1 4" RADIUS TO BE TAPERED INTO FLUSH PAVING (REF: GRADING PLANS) VERTICAL CURB W/ VERTICAL FACE W/ 1 4" RADIUS TO BE TAPERED INTO FLUSH PAVING (REF: GRADING PLANS) VERTICAL CURB (REF: CIVIL DWGS) VERTICAL CURB (REF: CIVIL DWGS) VERTICAL CURB (REF: CIVIL DWGS) 3 3 3 PHASE 1 LIMITS 3 33-73-PB SIM. 3 02/23/22 PRECAST ARCHITECTURAL CONCRETE CODE DESCRIPTION DETAIL 03-45-CA PRECAST ARCHITECTURAL CONCRETE, CURB, FIRE FEATURE APPLICATION A1/L-752 03-45-CC PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, CONCRETE APPLICATION D4/L-703 03-45-CD PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, UNIT PAVING APPLICATION C6/L-763 03-45-CE PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, CONCRETE APPLICATION B6/L-763 03-45-CF PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, FLUSH, UNIT PAVING APPLICATION D3/L-763 03-45-CG PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, UNIT PAVING APPLICATION B1/L-762 03-45-ST PRECAST ARCHITECTURAL CONCRETE, STAIR TREAD 03-45-WA PRECAST ARCHITECTURAL CONCRETE, WALL SCREEN WALL, 5`-2" HT.C1/L-764 03-45-WB PRECAST ARCHITECTURAL CONCRETE, WALL, SCREEN WALL, 7`-6" HT.A1/L-764 03-45-WK PRECAST ARCHITECTURAL CONCRETE, WALL, `KNEE WALL` 03-45-WM ARCHITECTURAL CONCRETE, WALL, MONUMENT SIGN METAL RAILINGS CODE DESCRIPTION DETAIL 05-52-BA METAL RAILING, SINGER RISER HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL A1/L-704 05-52-BB METAL RAILING, MULTI-RISER HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL A6/L-704 05-52-BC METAL RAILING, ACCESSIBLE RAMP HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL E4/L-704 SIGNAGE CODE DESCRIPTION DETAIL 10-24-AA ARCHITECTURAL SCREEN WALL (REF ARCH. DWGS) 10-24-BA ARCHITECTURAL SCREEN WALL, SWING GATE, SINGLE (ARCH. DWGS.) 10-24-BB ARCHICTURAL SCREEN WALL, SWING GATE, DOUBLE (REF ARCH. DWGS.) SITE FURNISHINGS CODE DESCRIPTION DETAIL 12-93-AA SITE FURNISHING, BIKE RACK, CONCRETE PAVING APPLICATION C3/L-761 12-93-AB SITE FURNISHING, BIKE RACK, UNIT PAVING APPLICATION C6/L-761 12-93-FA SITE FURNISHING, FIRE FEATURE, TRAINING CENTER COURTYARD A1/L-752 12-93-FB SITE FURNISHING, FIRE FEATURE, HOTEL COURTYARD A1/L-752 EXTERIOR LIGHTING CODE DESCRIPTION DETAIL 26-56-BL EXTERIOR LIGHTING, `GUIDE` BOLLARD WITH LED, FIXED @ UNIT PAVING, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE. INCLUDE CONCRETE FOUNDATION. A1/L-712 26-56-BT EXTERIOR LIGHTING, `GUIDE` BOLLARD WITH LED, FIXED @ TURF, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE. INCLUDE CONCRETE FOUNDATION. C6/L-712 RIGID PAVING CODE DESCRIPTION DETAIL 32-13-AD CONCRETE CURB, VERTICAL E2/L-703 32-13-AE CONCRETE CURB, RIBBON, 4" WIDTH F1/L-762 32-13-AF CONCRETE CURB, RIBBON, 6" WIDTH D2/L-762 32-13-AG CONCRETE CURB, RIBBON, 6" WIDTH B2/L-762 32-13-IA CONCRETE STAIR, (6) 6" RISERS W/ 12" TREADS. COORDINATE W/ GRADING PLAN A4/L-703 SITE EQUIPMENT AND STRUCTURES CODE DESCRIPTION DETAIL 32-28-AB SITE EQUIPMENT, RELIANCE FOUNDRY BOLLARD MODEL R-8464, REMOVABLE, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE E6/L-712 PLANTING ACCESSORIES CODE DESCRIPTION DETAIL 32-94-PG PLANTING ACCESSORIES, PAVER GRATE A1/L-711 WATER UTILITY DISTRIBUTION PIPING CODE DESCRIPTION DETAIL 33-11-FD WATER UTILITY, F.D.C. (REF: CIVIL DWGS) 33-11-FH WATER UTILITY, FIRE HYDRANT, ( REF: CIVIL DWGS.) 33-11-HB WATER UTILITY, HOSE BIB, ( REF: CIVIL DWGS.) 33-11-PI WATER UTILITY, P.I.V. (REF: CIVIL DWGS.) 33-11-VA WATER UTILITY, VALVE, (REF: CIVIL DWGS.) SANITARY UTILITY SEWERAGE PIPING CODE DESCRIPTION DETAIL 33-31-BA SANITARY SEWER, MANHOLE, (REF: CIVIL DWGS.) STORM UTILITY DRAINAGE PIPING CODE DESCRIPTION DETAIL 33-41-AA STORM STRUCTURE, (REF: CIVIL DWGS.) 33-41-BA STORM DRAINAGE, CATCH BASIN, (REF: CIVIL DWGS.) 33-41-MA STORM DRAINAGE, MANHOLE, (REF: CIVIL DWGS.) STORM UTILITY WATER DRAINS CODE DESCRIPTION DETAIL 33-44-AD STORM WATER DRAINS, AREA DRAIN, (REF: CIVIL DWGS.) 33-44-BA STORM WATER DRAINS, SLOT DRAIN A3/L-712 UTILITY TRANSFORMERS CODE DESCRIPTION DETAIL 33-73-JB ELECTRICAL UTILITY, WALL MOUNTED JUNCTION BOX, 4`,4`X18", (REF: ELECTRICAL DWGS.) 33-73-PB ELECTRICAL UTILITY, GROUND MOUNTED PULL BOX, (REF: ELECTRICAL DWGS.) RIGID PAVING SYMBOL DESCRIPTION DETAIL CONCRETE PAVING, STANDARD, LIGHT DUTY A6/L-702 CONCRETE PAVING, STANDARD, MEDIUM DUTY B6/L-702 CONCRETE PAVING, STANDARD, HEAVY DUTY D6/L-702 UNIT PAVING SYMBOL DESCRIPTION DETAIL UNIT PAVING, MEDIUM DUTY A6/L-701 UNIT PAVING, HEAVY DUTY A4/L-701 UNIT PAVING, MEDIUM DUTY, STRUCTURAL SOIL APPLICATION B2/L-701 REFERENCE NOTES SCHEDULE | PLAN ENLARGEMENTS - SITE FEATURES Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-624 PLAN ENLARGEMENTS - SITE FEATURES PLAN ENLARGEMENTS - SITE FEATURES 1. DO NOT SCALE DRAWINGS FOR FIELD LAYOUT. 2. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 3. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY ALL IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR PROPOSED SITE LIGHTING AND POWER DISTRIBUTION EQUIPMENT. REFER TO CIVIL DRAWINGS FOR ALL OTHER PROPOSED UTILITIES. 4. REFERENCE NOTES SCHEDULE MAY APPEAR ON MULTIPLE SHEETS. NOT ALL REFERENCE NOTES APPEAR ON EACH SHEET. 5. REFER TO FOR CONCRETE PAVING JOINT DETAILS. 5.1. 'IJ' DENOTES ISOLATION JOINT. 5.2. 'CJ-A' DENOTES CONTRACTION JOINT 'A'. 5.3. 'CJ-B' DENOTES CONTRACTION JOINT 'B'. 5.4. 'CJ-C' DENOTES CONTRACTION JOINT 'C'. 6. ALL CONCRETE PAVING JOINTS SHALL BE CONTRACTION JOINT 'A' UNLESS INDICATED OTHERWISE. 7. REFER TO CIVIL DRAWINGS FOR ALL PAVING IN THE PUBLIC RIGHT-OF-WAY UNLESS OTHERWISE INDICATED IN THE LANDSCAPE DRAWINGS. 8. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 9. THE LANDSCAPE ARCHITECT'S ELECTRONIC DESIGN DATA FILE(S) MAY BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER(S) FOR LAYOUT PURPOSES UPON REQUEST AND RECEIPT OF A SIGNED "WAIVER OF CLAIMS FOR USE OF ELECTRONIC DATA" FORM. GENERAL NOTES | SITE FEATURES PLAN ENLARGEMENTS: A1 L-702 NOTE: REFER TO A1/L-623 FOR CONTINUATION. 03-45-CC CURB RAMP (REF:CIVIL DWGS) CURB RAMP (REF:CIVIL DWGS) CURB RAMP (REF: CIVIL DWGS) CURB RAMP CURB RAMP (REF: CIVIL DWGS) 32-13-AD 10-24-AA IJ IJIJ IJ IJIJ IJIJSLOPE TRANSITION CURB INLET (REF: CIVIL DWGS) 32-13-AD CURB INLET (REF: CIVIL DWGS) CURB INLET (REF: CIVIL DWGS) PIPE BOLLARDS W/ HPC (3 IN GROUP) 32-13-AD PIPE BOLLARD W/ HPC CURB RAMP (REF: CIVIL DWGS) EXISTING TELEPHONE BOX TO REMAIN 33-73-PB 33-73-JB COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-624 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 VERTICAL CURB (REF: CIVIL DWGS) VERTICAL CURB (REF: CIVIL DWGS) VERTICAL CURB (REF: CIVIL DWGS) VERTICAL CURB (REF: CIVIL DWGS) 3 PHASE 1 LIMITS PHASE 1 LIMITS 33-11-FH 33-11-VA 3 3 3 3 YARD DRAIN (REF: CIVIL DWGS) 3 SANITARY MANHOLE (REF: CIVIL DWGS) 33-73-PB 3 02/23/22 PRECAST ARCHITECTURAL CONCRETE CODE DESCRIPTION DETAIL 03-45-CA PRECAST ARCHITECTURAL CONCRETE, CURB, FIRE FEATURE APPLICATION A1/L-752 03-45-CC PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, CONCRETE APPLICATION D4/L-703 03-45-CD PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, UNIT PAVING APPLICATION C6/L-763 03-45-CE PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, CONCRETE APPLICATION B6/L-763 03-45-CF PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, FLUSH, UNIT PAVING APPLICATION D3/L-763 03-45-CG PRECAST ARCHITECTURAL CONCRETE, CURB, PLANTER CURB, UNIT PAVING APPLICATION B1/L-762 03-45-ST PRECAST ARCHITECTURAL CONCRETE, STAIR TREAD 03-45-WA PRECAST ARCHITECTURAL CONCRETE, WALL SCREEN WALL, 5`-2" HT.C1/L-764 03-45-WB PRECAST ARCHITECTURAL CONCRETE, WALL, SCREEN WALL, 7`-6" HT.A1/L-764 03-45-WK PRECAST ARCHITECTURAL CONCRETE, WALL, `KNEE WALL` 03-45-WM ARCHITECTURAL CONCRETE, WALL, MONUMENT SIGN METAL RAILINGS CODE DESCRIPTION DETAIL 05-52-BA METAL RAILING, SINGER RISER HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL A1/L-704 05-52-BB METAL RAILING, MULTI-RISER HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL A6/L-704 05-52-BC METAL RAILING, ACCESSIBLE RAMP HANDRAIL, GROUND-MOUNT, TYPE 316 STAINLESS STEEL E4/L-704 SIGNAGE CODE DESCRIPTION DETAIL 10-24-AA ARCHITECTURAL SCREEN WALL (REF ARCH. DWGS) 10-24-BA ARCHITECTURAL SCREEN WALL, SWING GATE, SINGLE (ARCH. DWGS.) 10-24-BB ARCHICTURAL SCREEN WALL, SWING GATE, DOUBLE (REF ARCH. DWGS.) SITE FURNISHINGS CODE DESCRIPTION DETAIL 12-93-AA SITE FURNISHING, BIKE RACK, CONCRETE PAVING APPLICATION C3/L-761 12-93-AB SITE FURNISHING, BIKE RACK, UNIT PAVING APPLICATION C6/L-761 12-93-FA SITE FURNISHING, FIRE FEATURE, TRAINING CENTER COURTYARD A1/L-752 12-93-FB SITE FURNISHING, FIRE FEATURE, HOTEL COURTYARD A1/L-752 EXTERIOR LIGHTING CODE DESCRIPTION DETAIL 26-56-BL EXTERIOR LIGHTING, `GUIDE` BOLLARD WITH LED, FIXED @ UNIT PAVING, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE. INCLUDE CONCRETE FOUNDATION. A1/L-712 26-56-BT EXTERIOR LIGHTING, `GUIDE` BOLLARD WITH LED, FIXED @ TURF, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE. INCLUDE CONCRETE FOUNDATION. C6/L-712 RIGID PAVING CODE DESCRIPTION DETAIL 32-13-AD CONCRETE CURB, VERTICAL E2/L-703 32-13-AE CONCRETE CURB, RIBBON, 4" WIDTH F1/L-762 32-13-AF CONCRETE CURB, RIBBON, 6" WIDTH D2/L-762 32-13-AG CONCRETE CURB, RIBBON, 6" WIDTH B2/L-762 32-13-IA CONCRETE STAIR, (6) 6" RISERS W/ 12" TREADS. COORDINATE W/ GRADING PLAN A4/L-703 SITE EQUIPMENT AND STRUCTURES CODE DESCRIPTION DETAIL 32-28-AB SITE EQUIPMENT, RELIANCE FOUNDRY BOLLARD MODEL R-8464, REMOVABLE, COLOR AND FINISH AS SELECTED BY L.A. FROM MANUFACTURERS FULL RANGE E6/L-712 PLANTING ACCESSORIES CODE DESCRIPTION DETAIL 32-94-PG PLANTING ACCESSORIES, PAVER GRATE A1/L-711 WATER UTILITY DISTRIBUTION PIPING CODE DESCRIPTION DETAIL 33-11-FD WATER UTILITY, F.D.C. (REF: CIVIL DWGS) 33-11-FH WATER UTILITY, FIRE HYDRANT, ( REF: CIVIL DWGS.) 33-11-HB WATER UTILITY, HOSE BIB, ( REF: CIVIL DWGS.) 33-11-PI WATER UTILITY, P.I.V. (REF: CIVIL DWGS.) 33-11-VA WATER UTILITY, VALVE, (REF: CIVIL DWGS.) SANITARY UTILITY SEWERAGE PIPING CODE DESCRIPTION DETAIL 33-31-BA SANITARY SEWER, MANHOLE, (REF: CIVIL DWGS.) STORM UTILITY DRAINAGE PIPING CODE DESCRIPTION DETAIL 33-41-AA STORM STRUCTURE, (REF: CIVIL DWGS.) 33-41-BA STORM DRAINAGE, CATCH BASIN, (REF: CIVIL DWGS.) 33-41-MA STORM DRAINAGE, MANHOLE, (REF: CIVIL DWGS.) STORM UTILITY WATER DRAINS CODE DESCRIPTION DETAIL 33-44-AD STORM WATER DRAINS, AREA DRAIN, (REF: CIVIL DWGS.) 33-44-BA STORM WATER DRAINS, SLOT DRAIN A3/L-712 UTILITY TRANSFORMERS CODE DESCRIPTION DETAIL 33-73-JB ELECTRICAL UTILITY, WALL MOUNTED JUNCTION BOX, 4`,4`X18", (REF: ELECTRICAL DWGS.) 33-73-PB ELECTRICAL UTILITY, GROUND MOUNTED PULL BOX, (REF: ELECTRICAL DWGS.) RIGID PAVING SYMBOL DESCRIPTION DETAIL CONCRETE PAVING, STANDARD, LIGHT DUTY A6/L-702 CONCRETE PAVING, STANDARD, MEDIUM DUTY B6/L-702 CONCRETE PAVING, STANDARD, HEAVY DUTY D6/L-702 UNIT PAVING SYMBOL DESCRIPTION DETAIL UNIT PAVING, MEDIUM DUTY A6/L-701 UNIT PAVING, HEAVY DUTY A4/L-701 UNIT PAVING, MEDIUM DUTY, STRUCTURAL SOIL APPLICATION B2/L-701 REFERENCE NOTES SCHEDULE | PLAN ENLARGEMENTS - SITE FEATURES Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-625 PLAN ENLARGEMENTS - SITE FEATURES PLAN ENLARGEMENTS - SITE FEATURES 1. DO NOT SCALE DRAWINGS FOR FIELD LAYOUT. 2. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 3. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY ALL IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR PROPOSED SITE LIGHTING AND POWER DISTRIBUTION EQUIPMENT. REFER TO CIVIL DRAWINGS FOR ALL OTHER PROPOSED UTILITIES. 4. REFERENCE NOTES SCHEDULE MAY APPEAR ON MULTIPLE SHEETS. NOT ALL REFERENCE NOTES APPEAR ON EACH SHEET. 5. REFER TO FOR CONCRETE PAVING JOINT DETAILS. 5.1. 'IJ' DENOTES ISOLATION JOINT. 5.2. 'CJ-A' DENOTES CONTRACTION JOINT 'A'. 5.3. 'CJ-B' DENOTES CONTRACTION JOINT 'B'. 5.4. 'CJ-C' DENOTES CONTRACTION JOINT 'C'. 6. ALL CONCRETE PAVING JOINTS SHALL BE CONTRACTION JOINT 'A' UNLESS INDICATED OTHERWISE. 7. REFER TO CIVIL DRAWINGS FOR ALL PAVING IN THE PUBLIC RIGHT-OF-WAY UNLESS OTHERWISE INDICATED IN THE LANDSCAPE DRAWINGS. 8. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 9. THE LANDSCAPE ARCHITECT'S ELECTRONIC DESIGN DATA FILE(S) MAY BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER(S) FOR LAYOUT PURPOSES UPON REQUEST AND RECEIPT OF A SIGNED "WAIVER OF CLAIMS FOR USE OF ELECTRONIC DATA" FORM. GENERAL NOTES | SITE FEATURES PLAN ENLARGEMENTS: A1 L-702 10-24-BB 10-24-AA 32-13-AD EXISTING ASPHALT TO REMAIN 10-24-AA 33-11-VA SHEET SIGNAGE (REF: CIVIL DWGS.) 32-13-IA 10-24-AA IJIJIJIJ 32-13-AD 33-11-FH 05-52-BB 05-52-BC 33-11-PI 33-11-FD 33-11-VA 33-11-VA COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-625 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 32-13-AD 3 02/23/22 ATHLETIC EQUIPMENT CODE DESCRIPTION DETAIL 11-66-AA SITE EQUIPMENT, KAYPARK CONCRETE CORNHOLE BOARDS (2 BOARDS IN SET),D1/L-754 11-66-AB SITE EQUIPMENT, MODLOFT BLACK AMSTERDAM OUTDOOR PING PONG TABLE, GRAY CONCRETE SITE FURNISHINGS CODE DESCRIPTION DETAIL 12-93-BA SITE FURNISHING, HARPO TABLE, 69" LENGTH, SURFACE MOUNT A5/L-753 12-93-BC SITE FURNISHING, PARC CENTRE TABLE, 24" ROUND, FREESTANDING B3/L-751 12-93-BD SITE FURNISHING, PARC CENTRE TABLE, 30" ROUND, FREESTANDING D3/L-751 12-93-BE SITE FURNISHING, PARC LOUNGE CHAIR W/ ARMS, FREESTANDING A2/L-754 12-93-BF SITE FURNISHING, CHIPMAN BAR STOOL, FREESTANDING B6/L-751 12-93-BG SITE FURNISHING, HARPO BACKLESS BENCH, 24" LENGTH, FREESTANDING A4/L-752 12-93-BH SITE FURNISHING, HARPO BACKLESS BENCH, 69" LENGTH, FREESTANDING C1/L-752 12-93-BJ SITE FURNISHING, AMERICANA LOUNGE CHAIR, FREESTANDING C1/L-753 12-93-BL SITE FURNISHING, BENCH - ESCOFET (MODEL: FLOR - SMALL)D5/L-754 12-93-BM SITE FURNISHING, BENCH - ESCOFET (MODEL: FLOR - LARGE)A5/L-754 12-93-CA SITE FURNISHING, PARC VUE LITTER RECEPTACLE, SURFACE MOUNT D3/L-754 12-93-CC SITE FURNISHING, PLANTER, SORELLA, 15"X15"X30" and 15"X30"X30", FREESTANDING A1/L-753 12-93-JA SITE EQUIPMENT, WAUSAU TILE PRECAST CONCRETE BOLLARD, SURFACE MOUNT A2/L-753 REFERENCE NOTES SCHEDULE | PLAN ENLARGEMENTS - SITE FURNISHINGS Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-626 PLAN ENLARGEMENTS - SITE FURNISHINGS PLAN ENLARGEMENTS - SITE FURNISHINGS 1. DO NOT SCALE DRAWINGS FOR FIELD LAYOUT. 2. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 3. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 4. REFERENCE NOTES SCHEDULE MAY APPEAR ON MULTIPLE SHEETS. NOT ALL REFERENCE NOTES APPEAR ON EACH SHEET. 5. THE LANDSCAPE ARCHITECT'S ELECTRONIC DESIGN DATA FILE(S) MAY BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER(S) FOR LAYOUT PURPOSES UPON REQUEST AND RECEIPT OF A SIGNED "WAIVER OF CLAIMS FOR USE OF ELECTRONIC DATA" FORM. 6. ALL FINISHES AND COLORS TO BE SELECTED BY LANDSCAPE ARCHITECT FROM MANUFACTURERS FULL RANGE. 7. INSTALL SITE FURNISHINGS SITE FURNISHINGS IN ACCORDANCE W/ MANUFACTURERS INSTRUCTIONS. GENERAL NOTES | SITE FURNISHINGS PLANS: 12-93-BC 12-93-BE 12-93-BE (4 IN GROUP) (4 IN GROUP) 12-93-BJ (4 IN GROUP) 11-66-AA (2 SETS IN GROUP) 12-93-CC (3 IN GROUP, VARYING SIZES) 12-93-CC (3 IN GROUP, VARYING SIZES) 12-93-BC LOUNGE FURNISHINGS TO BE DETERMINED LOUNGE FURNISHINGS TO BE DETERMINED COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-626 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 12-93-CA 12-93-CA 12-93-BE(4 IN GROUP) 12-93-BC 02/23/22 ATHLETIC EQUIPMENT CODE DESCRIPTION DETAIL 11-66-AA SITE EQUIPMENT, KAYPARK CONCRETE CORNHOLE BOARDS (2 BOARDS IN SET),D1/L-754 11-66-AB SITE EQUIPMENT, MODLOFT BLACK AMSTERDAM OUTDOOR PING PONG TABLE, GRAY CONCRETE SITE FURNISHINGS CODE DESCRIPTION DETAIL 12-93-BA SITE FURNISHING, HARPO TABLE, 69" LENGTH, SURFACE MOUNT A5/L-753 12-93-BC SITE FURNISHING, PARC CENTRE TABLE, 24" ROUND, FREESTANDING B3/L-751 12-93-BD SITE FURNISHING, PARC CENTRE TABLE, 30" ROUND, FREESTANDING D3/L-751 12-93-BE SITE FURNISHING, PARC LOUNGE CHAIR W/ ARMS, FREESTANDING A2/L-754 12-93-BF SITE FURNISHING, CHIPMAN BAR STOOL, FREESTANDING B6/L-751 12-93-BG SITE FURNISHING, HARPO BACKLESS BENCH, 24" LENGTH, FREESTANDING A4/L-752 12-93-BH SITE FURNISHING, HARPO BACKLESS BENCH, 69" LENGTH, FREESTANDING C1/L-752 12-93-BJ SITE FURNISHING, AMERICANA LOUNGE CHAIR, FREESTANDING C1/L-753 12-93-BL SITE FURNISHING, BENCH - ESCOFET (MODEL: FLOR - SMALL)D5/L-754 12-93-BM SITE FURNISHING, BENCH - ESCOFET (MODEL: FLOR - LARGE)A5/L-754 12-93-CA SITE FURNISHING, PARC VUE LITTER RECEPTACLE, SURFACE MOUNT D3/L-754 12-93-CC SITE FURNISHING, PLANTER, SORELLA, 15"X15"X30" and 15"X30"X30", FREESTANDING A1/L-753 12-93-JA SITE EQUIPMENT, WAUSAU TILE PRECAST CONCRETE BOLLARD, SURFACE MOUNT A2/L-753 REFERENCE NOTES SCHEDULE | PLAN ENLARGEMENTS - SITE FURNISHINGS Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-627 PLAN ENLARGEMENTS - SITE FURNISHINGS PLAN ENLARGEMENTS - SITE FURNISHINGS 12-93-BM 12-93-BL 12-93-BJ (4 IN GROUP) 12-93-BG 12-93-BG 12-93-BF (13 IN GROUP) (4 IN GROUP) (4 IN GROUP) 12-93-BH 12-93-BH 12-93-BA 12-93-BA 12-93-BJ (6 IN GROUP) 12-93-BF(5 IN GROUP) 12-93-BD 12-93-BE(2 IN GROUP) 11-66-AB 12-93-BD 12-93-BE(2 IN GROUP) 1. DO NOT SCALE DRAWINGS FOR FIELD LAYOUT. 2. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 3. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 4. REFERENCE NOTES SCHEDULE MAY APPEAR ON MULTIPLE SHEETS. NOT ALL REFERENCE NOTES APPEAR ON EACH SHEET. 5. THE LANDSCAPE ARCHITECT'S ELECTRONIC DESIGN DATA FILE(S) MAY BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER(S) FOR LAYOUT PURPOSES UPON REQUEST AND RECEIPT OF A SIGNED "WAIVER OF CLAIMS FOR USE OF ELECTRONIC DATA" FORM. 6. ALL FINISHES AND COLORS TO BE SELECTED BY LANDSCAPE ARCHITECT FROM MANUFACTURERS FULL RANGE. 7. INSTALL SITE FURNISHINGS SITE FURNISHINGS IN ACCORDANCE W/ MANUFACTURERS INSTRUCTIONS. GENERAL NOTES | SITE FURNISHINGS PLANS: 12-93-CC 12-93-CC (3 IN GROUP, VARYING SIZES) (3 IN GROUP, VARYING SIZES) 12-93-CC 12-93-CC 'TRAINING CENTER' BUILDING (SHOWN W/ FIRST FLOOR) 'HOTEL' BUILDING (SHOWN W/ FIRST FLOOR) (3 IN GROUP, VARYING SIZES) 12-93-CA (2 IN GROUP, VARYING SIZES)LOUNGE FURNISHINGS TO BE DETERMINED 12-93-BJ (4 IN GROUP) 12-93-CA 12-93-CC LOUNGE FURNISHINGS TO BE DETERMINED 12-93-CA LOUNGE FURNISHINGS TO BE DETERMINED LOUNGE FURNISHINGS TO BE DETERMINED LOUNGE FURNISHINGS TO BE DETERMINED LOUNGE FURNISHINGS TO BE DETERMINED COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-627 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 ATHLETIC EQUIPMENT CODE DESCRIPTION DETAIL 11-66-AA SITE EQUIPMENT, KAYPARK CONCRETE CORNHOLE BOARDS (2 BOARDS IN SET),D1/L-754 11-66-AB SITE EQUIPMENT, MODLOFT BLACK AMSTERDAM OUTDOOR PING PONG TABLE, GRAY CONCRETE SITE FURNISHINGS CODE DESCRIPTION DETAIL 12-93-BA SITE FURNISHING, HARPO TABLE, 69" LENGTH, SURFACE MOUNT A5/L-753 12-93-BC SITE FURNISHING, PARC CENTRE TABLE, 24" ROUND, FREESTANDING B3/L-751 12-93-BD SITE FURNISHING, PARC CENTRE TABLE, 30" ROUND, FREESTANDING D3/L-751 12-93-BE SITE FURNISHING, PARC LOUNGE CHAIR W/ ARMS, FREESTANDING A2/L-754 12-93-BF SITE FURNISHING, CHIPMAN BAR STOOL, FREESTANDING B6/L-751 12-93-BG SITE FURNISHING, HARPO BACKLESS BENCH, 24" LENGTH, FREESTANDING A4/L-752 12-93-BH SITE FURNISHING, HARPO BACKLESS BENCH, 69" LENGTH, FREESTANDING C1/L-752 12-93-BJ SITE FURNISHING, AMERICANA LOUNGE CHAIR, FREESTANDING C1/L-753 12-93-BL SITE FURNISHING, BENCH - ESCOFET (MODEL: FLOR - SMALL)D5/L-754 12-93-BM SITE FURNISHING, BENCH - ESCOFET (MODEL: FLOR - LARGE)A5/L-754 12-93-CA SITE FURNISHING, PARC VUE LITTER RECEPTACLE, SURFACE MOUNT D3/L-754 12-93-CC SITE FURNISHING, PLANTER, SORELLA, 15"X15"X30" and 15"X30"X30", FREESTANDING A1/L-753 12-93-JA SITE EQUIPMENT, WAUSAU TILE PRECAST CONCRETE BOLLARD, SURFACE MOUNT A2/L-753 REFERENCE NOTES SCHEDULE | PLAN ENLARGEMENTS - SITE FURNISHINGS Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-628 PLAN ENLARGEMENTS - SITE FURNISHINGS PLAN ENLARGEMENTS - SITE FURNISHINGS 12-93-JA 1. DO NOT SCALE DRAWINGS FOR FIELD LAYOUT. 2. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID. 3. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 4. REFERENCE NOTES SCHEDULE MAY APPEAR ON MULTIPLE SHEETS. NOT ALL REFERENCE NOTES APPEAR ON EACH SHEET. 5. THE LANDSCAPE ARCHITECT'S ELECTRONIC DESIGN DATA FILE(S) MAY BE MADE AVAILABLE TO THE SUCCESSFUL BIDDER(S) FOR LAYOUT PURPOSES UPON REQUEST AND RECEIPT OF A SIGNED "WAIVER OF CLAIMS FOR USE OF ELECTRONIC DATA" FORM. 6. ALL FINISHES AND COLORS TO BE SELECTED BY LANDSCAPE ARCHITECT FROM MANUFACTURERS FULL RANGE. 7. INSTALL SITE FURNISHINGS SITE FURNISHINGS IN ACCORDANCE W/ MANUFACTURERS INSTRUCTIONS. GENERAL NOTES | SITE FURNISHINGS PLANS: 12-93-CC 12-93-CA 12-93-CC (2 IN GROUP, VARYING SIZES) 12-93-JA 12-93-JA LOUNGE FURNISHINGS TO BE DETERMINED PHASE I LIMITS 12-93-JA COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-628 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 2 2 02/23/22 UNIT PAVING CODE DESCRIPTION DETAIL 32-14-HB UNIT PAVING, CONCRETE PAVER, HERRINGBONE 32-14-PL UNIT PAVING, CONCRETE PAVER, PARALLELOGRAM A & B 32-14-RB UNIT PAVING, CONCRETE PAVER, RUNNING BOND 32-14-SB UNIT PAVING, CONCRETE PAVER, STACKED BOND 32-14-UT1 UNIT PAVING, UTILITY ACCESS COVER TRAY, STORMWATER & SANITARY SEWER MANHOLE APPLICATION A1/L-705 32-14-UT2 UNIT PAVING, UTILITY ACCESS COVER TRAY, WATER VALVE BOX APPLICATION A3/L-705 32-14-UT3 UNIT PAVING, TREATMENT AT UTILITY CASTING C2/L-712 UNIT PAVING SYMBOL DESCRIPTION DETAIL UNIT PAVING, HANOVER TRADITIONAL PREST BRICK NOMINAL 4"X8" PAVER, 3" THICK, HEAVY DUTY, BITUMINOUS SETTING BED, COLOR BLEND: 2/3 MATRIX #115 W/ NATURAL FINISH, 1/3 CHARCOAL W/ TUDOR FINISH, PATTERN AS INDICATED A4/L-701 UNIT PAVING, HANOVER TRADITIONAL PREST BRICK NOMINAL 4"X4" PAVER, 3" THICK, 50% GAUGED AND 50% UNGAUGED, HEAVY DUTY, BITUMINOUS SETTING BED, COLOR: SUPERBLACK W/ TUDOR FINISH, PATTERN AS INDICATED A4/L-701 UNIT PAVING, HANOVER TRADITIONAL PREST BRICK NOMINAL 4"X8" PAVER, 3" THICK, HEAVY DUTY, BITUMINOUS SETTING BED, COLOR: CHARCOAL W/ TUDOR FINISH, PATTERN AS INDICATED A4/L-701 UNIT PAVING, HANOVER TRADITIONAL PREST BRICK NOMINAL 4"X8" PAVER, 3" THICK, MEDIUM DUTY, BITUMINOUS SETTING BED, COLOR BLEND: 2/3 MATRIX #115 W/ NATURAL FINISH, 1/3 CHARCOAL W/ TUDOR FINISH, PATTERN AS INDICATED A6/L-701 UNIT PAVING, HANOVER TRADITIONAL PREST BRICK NOMINAL 4"X8" PAVER, 3" THICK, MEDIUM DUTY, PAVER GRATE APPLICATION, COLOR BLEND: 2/3 MATRIX #115 W/ NATURAL FINISH, 1/3 CHARCOAL W/ TUDOR FINISH, PATTERN AS INDICATED A1/L-711 UNIT PAVING, HANOVER PREST BRICK 6" PARALLELOGRAM A & B PAVER, 3" THICK, MEDIUM DUTY. BITUMINOUS SETTING BED, COLOR: CHARCOAL W/ TUDOR FINISH, PATTERN AS INDICATED A6/L-701 UNIT PAVING, HANOVER DETECTABLE WARNING TRUNCATED DOME PAVER NOMINAL 12"X12", 3" THICK, HEAVY DUTY, BITUMINOUS SETTING BED, COLOR: MATRIX #115, PATTERN AS INDICATED A6/L-701 REFERENCE NOTES SCHEDULE | PLAN ENLARGEMENTS - SPECIALTY PAVING Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-632 PLAN ENLARGEMENTS - SPECIALTY PAVING PLAN ENLARGEMENTS - SPECIALTY PAVING 32-14-PL 32-14-PL 32-14-SB 32-14-SB 32-14-SB 32-14-SB 32-14-RB 32-14-SB 32-14-SB 1. UNIT PAVERS TO BE SET PARALLEL / PERPENDICULAR WITH STREET CURB UNLESS OTHERWISE NOTED. 2. UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN ACCORDANCE WITH THE SPECIFICATIONS. UNIT PAVERS SHALL BE INSTALLED TO ALIGN JOINTS WITH ADJACENT UNIT PAVER JOINTS, FACE OF LIMESTONE PLANTER CURB, INTEGRAL CONCRETE CURB, BACK OF STREET CURB, AND ALL CONCRETE UNLESS OTHERWISE NOTED. 3. ALL FIELD CUTS SHALL BE PERFORMED TO MAINTAIN A MINIMUM 1/3 UNIT PAVER WIDTH, UNLESS NOTED OTHERWISE. 4. ALL CUTS ON BEVELED UNIT PAVERS ARE TO BE FROM MIDDLE OF UNIT PAVER AS REQUIRED TO ENSURE NO UNIT PAVERS HAVE A CUT EDGE ABUTTING A BEVELED EDGE. 5. FOR ALL RADIAL APPLICATIONS IDENTIFIED, CUT UNIT PAVERS INTO WEDGES TO MAINTAIN MAXIMUM UNIT PAVER WIDTH, UNLESS NOTED OTHERWISE. 6. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 7. DEFINITIONS: 7.1. POINT OF BEGINNING: AS STARTING UNIT PAVER LAYOUT TO FIT SPECIFIC DESIGN CONDITION IN ORDER TO HAVE ZERO CUTS. 7.2. CUT LINE: DESIGNATED LOCATION TO CUT UNIT PAVERS TO MATCH UP ADJOINING UNIT PAVING FIELD. ADJOINING UNIT PAVING FIELDS SHOULD MATCH IN OVERALL UNIT PAVER MODULE (OR PATTERN) SO THE MODULE (OR PATTERN) APPEARS TO BE CONSISTENT ACROSS FIELDS. 7.3. UNIT PAVING FIELD: MASS OF UNIT PAVERS RELYING ON A SINGLE POINT OF BEGINNING. ORIENTATION OF UNIT PAVER PATTERN POINT OF BEGINNING FOR LAYOUT OF UNIT PAVING FIELD P.O.B. ALIGN WITH ADJACENT FEATURE R RADIAL EDGE TO FOLLOW ADJACENT CURVE GEOMETRY EXPANSION JOINT IN CONCRETE PAVINGIJ TOP OF RAMP OR CURB RAMPTR BOTTOM OF RAMP OR CURB RAMPBR SPECIALTY PAVING PLAN GENERAL NOTES: SPECIALTY PAVING PLAN LEGEND: / 32-14-SB 32-14-SB 32-14-SB 32-14-SB 32-14-SB 32-14-UT1 32-14-UT2 32-14-UT3 2 2 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-632 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 UNIT PAVING CODE DESCRIPTION DETAIL 32-14-HB UNIT PAVING, CONCRETE PAVER, HERRINGBONE 32-14-PL UNIT PAVING, CONCRETE PAVER, PARALLELOGRAM A & B 32-14-RB UNIT PAVING, CONCRETE PAVER, RUNNING BOND 32-14-SB UNIT PAVING, CONCRETE PAVER, STACKED BOND 32-14-UT1 UNIT PAVING, UTILITY ACCESS COVER TRAY, STORMWATER & SANITARY SEWER MANHOLE APPLICATION A1/L-705 32-14-UT2 UNIT PAVING, UTILITY ACCESS COVER TRAY, WATER VALVE BOX APPLICATION A3/L-705 32-14-UT3 UNIT PAVING, TREATMENT AT UTILITY CASTING C2/L-712 32-14-UT4 UNIT PAVING, UTILITY ACCESS COVER TRAY, PULL BOX APPLICATION A1/L-705 UNIT PAVING SYMBOL DESCRIPTION DETAIL UNIT PAVING, HANOVER TRADITIONAL PREST BRICK NOMINAL 4"X8" PAVER, 3" THICK, HEAVY DUTY, BITUMINOUS SETTING BED, COLOR BLEND: 2/3 MATRIX #115 W/ NATURAL FINISH, 1/3 CHARCOAL W/ TUDOR FINISH, PATTERN AS INDICATED A4/L-701 UNIT PAVING, HANOVER TRADITIONAL PREST BRICK NOMINAL 4"X4" PAVER, 3" THICK, 50% GAUGED AND 50% UNGAUGED, HEAVY DUTY, BITUMINOUS SETTING BED, COLOR: SUPERBLACK W/ TUDOR FINISH, PATTERN AS INDICATED A4/L-701 UNIT PAVING, HANOVER TRADITIONAL PREST BRICK NOMINAL 4"X8" PAVER, 3" THICK, HEAVY DUTY, BITUMINOUS SETTING BED, COLOR: CHARCOAL W/ TUDOR FINISH, PATTERN AS INDICATED A4/L-701 UNIT PAVING, HANOVER TRADITIONAL PREST BRICK NOMINAL 4"X8" PAVER, 3" THICK, MEDIUM DUTY, BITUMINOUS SETTING BED, COLOR BLEND: 2/3 MATRIX #115 W/ NATURAL FINISH, 1/3 CHARCOAL W/ TUDOR FINISH, PATTERN AS INDICATED A6/L-701 UNIT PAVING, HANOVER TRADITIONAL PREST BRICK NOMINAL 4"X8" PAVER, 3" THICK, MEDIUM DUTY, PAVER GRATE APPLICATION, COLOR BLEND: 2/3 MATRIX #115 W/ NATURAL FINISH, 1/3 CHARCOAL W/ TUDOR FINISH, PATTERN AS INDICATED A1/L-711 UNIT PAVING, HANOVER PREST BRICK 6" PARALLELOGRAM A & B PAVER, 3" THICK, MEDIUM DUTY. BITUMINOUS SETTING BED, COLOR: CHARCOAL W/ TUDOR FINISH, PATTERN AS INDICATED A6/L-701 UNIT PAVING, HANOVER DETECTABLE WARNING TRUNCATED DOME PAVER NOMINAL 12"X12", 3" THICK, HEAVY DUTY, BITUMINOUS SETTING BED, COLOR: MATRIX #115, PATTERN AS INDICATED A6/L-701 REFERENCE NOTES SCHEDULE | PLAN ENLARGEMENTS - SPECIALTY PAVING Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-633 PLAN ENLARGEMENTS - SPECIALTY PAVING PLAN ENLARGEMENTS - SPECIALTY PAVING 32-14-HB 32-14-HB 32-14-HB 32-14-RB 32-14-SB 32-14-SB 32-14-SB 32-14-SB 32-14-SB 32-14-SB 32-14-SB 32-14-SB 1. UNIT PAVERS TO BE SET PARALLEL / PERPENDICULAR WITH STREET CURB UNLESS OTHERWISE NOTED. 2. UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN ACCORDANCE WITH THE SPECIFICATIONS. UNIT PAVERS SHALL BE INSTALLED TO ALIGN JOINTS WITH ADJACENT UNIT PAVER JOINTS, FACE OF LIMESTONE PLANTER CURB, INTEGRAL CONCRETE CURB, BACK OF STREET CURB, AND ALL CONCRETE UNLESS OTHERWISE NOTED. 3. ALL FIELD CUTS SHALL BE PERFORMED TO MAINTAIN A MINIMUM 1/3 UNIT PAVER WIDTH, UNLESS NOTED OTHERWISE. 4. ALL CUTS ON BEVELED UNIT PAVERS ARE TO BE FROM MIDDLE OF UNIT PAVER AS REQUIRED TO ENSURE NO UNIT PAVERS HAVE A CUT EDGE ABUTTING A BEVELED EDGE. 5. FOR ALL RADIAL APPLICATIONS IDENTIFIED, CUT UNIT PAVERS INTO WEDGES TO MAINTAIN MAXIMUM UNIT PAVER WIDTH, UNLESS NOTED OTHERWISE. 6. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 7. DEFINITIONS: 7.1. POINT OF BEGINNING: AS STARTING UNIT PAVER LAYOUT TO FIT SPECIFIC DESIGN CONDITION IN ORDER TO HAVE ZERO CUTS. 7.2. CUT LINE: DESIGNATED LOCATION TO CUT UNIT PAVERS TO MATCH UP ADJOINING UNIT PAVING FIELD. ADJOINING UNIT PAVING FIELDS SHOULD MATCH IN OVERALL UNIT PAVER MODULE (OR PATTERN) SO THE MODULE (OR PATTERN) APPEARS TO BE CONSISTENT ACROSS FIELDS. 7.3. UNIT PAVING FIELD: MASS OF UNIT PAVERS RELYING ON A SINGLE POINT OF BEGINNING. ORIENTATION OF UNIT PAVER PATTERN POINT OF BEGINNING FOR LAYOUT OF UNIT PAVING FIELD P.O.B. ALIGN WITH ADJACENT FEATURE R RADIAL EDGE TO FOLLOW ADJACENT CURVE GEOMETRY EXPANSION JOINT IN CONCRETE PAVINGIJ TOP OF RAMP OR CURB RAMPTR BOTTOM OF RAMP OR CURB RAMPBR SPECIALTY PAVING PLAN GENERAL NOTES: SPECIALTY PAVING PLAN LEGEND: / 32-14-SB 32-14-SB PHASE I LIMITS E2 L-712 DEDICATED CROSSWALK DEDICATED CROSSWALK DEDICATED CROSSWALK 32-14-UT132-14-UT2 E4 L-712 2 2 2 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-633 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 32-14-UT4 3 SIM. 3 02/23/22 /////////w w w w w e e e e e eew w www w w e e e e e e eee ee eeet t t t ttttttttttttttttg g g g g g gggg g g gggtttttttttttttttttt t t t t t tttttttexist drainage inlet tr:861.06 inv(w):857.36 inv(e):857.36 exist curb inlet tr:861.01 inv(w):858.61 12" rcp 8" pvc exist sanitary mh tr:862.42 inv(sw):853.92 inv(w):855.72 inv(ne):853.82 exist clean out tr:862.04 Inst. No. 2004-27998 Utility Easement Inst. No. 99-72494 14. 8 'wwFFE = 862.40 FFE = 862.40 FFE = 862.40 FFE = 862.40 862.38 TP 862.38 TP 862.38 TP 862.38 TP 862.38 TP 862.32 TP 862.38 TP 1.03%862.38 TC 862.38 TP 862.35 TP 862.25 TP FFE = 862.40 FFE = 862.40 FFE = 862.40 FFE = 862.40 862.35 TP 862.03 TP 862.19 TP 862.14 TP 0. 9 7%0.96% 862.38 TP 862.38 TP 862.05 TC 861.88 BC 1.83%1.00%862.28 TP 862.26 TP 862.38 TP 862.38 TP 862.38 TP 862.28 TP 1.90%FFE = 862.40 861.73 RIM 1.50%862.28 TP 1.8 8 % 1.86% 0.56%3.18%862.06 RIM 862.27 TP 0.99%1.03%1.00%862.25 TP 1.04%0.39%1.04%1.1 8 %1.18% 0.61% 0.75%1.03%862.26 TP1.04%862.38 TP 1.04%862.38 TP 862.38 TP 862.17 RIM 1.13%1.04%1.20%1.02%1.62%862.17 RIM 1.20%1.12% 862.40 TP 862.17 RIM 862.12 TC 861.92 TC 862.21 TP 862.42 RIM 862.59 TC 862.68 TC 862.68 TC 862.42 TC 862.23 TC 862.16 TC 862.69 TP 862.78 TP 862.78 TP 862.52 TP 862.33 TP 862.36 TP 862.38 TP 862.20 TP 862.38 FG 861.60 RIM 862.00 RIM 862.35 TP862.21 TP 862.28 TP 861.70 RIM 861.80 RIM 862.14 TP 862.26 TP 861.99 TP 862.05 TP 862.62 TC 862.72 TP 862.03 TP 862.09 TP 862.05 TC 861.85 BC 862.05 TC 861.77 BC 862.38 FG 1.97% 862.28 TP 861.91 TP 1.29%3. 8 7% 0.39% 862.38 TC 862.32 TP 862.32 TP 862.33 FG 862.10 FG 862.13 FG 862.30 RIM 862.27 TP 862.36 RIM Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-641 PLAN ENLARGEMENTS - GRADING PLAN ENLARGEMENTS - GRADING GENERAL NOTES | SITE GRADING PLAN ENLARGEMENTS: 1. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 2. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND FIELD CONDITIONS PRIOR TO STARTING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF CONTRACTOR FINDS ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY. 3. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE GRADING AND DRAINAGE SCOPE OF THE WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 4. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR THE PROPOSED LIGHTING AND OUTLETS. 5. TYPICAL MAXIMUM SIDEWALK CROSS SLOPES ARE 2% (1/4" PER 1'-0"). TYPICAL MAXIMUM SIDEWALK LONGITUDINAL SLOPES ARE 5% (1'-0" PER 20'-0"). 6. WHERE NEW PAVED SURFACES ADJOIN EXISTING PAVED SURFACES, MEET EXISTING GRADE. 7. DRAINAGE DESIGN SHOWN IS CONCEPTUAL. PLEASE SEE CIVIL DRAWINGS FOR MORE COMPLETE AND DETAILED STORMWATER DRAINAGE DESIGN. 8. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 9. SPOT ELEVATIONS ARE DENOTED AS FOLLOWS: SPOT ELEVATION - EXISTING: SPOT ELEVATION - PROPOSED: 10. SPOT ELEVATION ABBREVIATIONS ARE DEFINED AS FOLLOWS: BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL FG = FINISH GRADE RIM = TOP OF CASTING TC = TOP OF CURB TEP = TOP OF EQUIPMENT PAD TP = TOP OF PAVING TR = TOP OF RAMP TS = TOP OF STAIR TSC = TOP OF STONE CURB TW = TOP OF WALL 000.00 TP 000.00 TP COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-641 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 GRADING MATCHLINE: REFER TO CIVIL DRAWINGS FOR ALL GRADING OUTSIDE OF MATCHLINE. GRADING MATCHLINE: REFER TO CIVIL DRAWINGS FOR ALL GRADING OUTSIDE OF MATCHLINE. 2 2 2 2 2 3 3 3 3 02/23/22 ////w w t t t t t // / / FFE = 862.40 FFE = 862.40 FFE = 862.40 862.36 TP FFE = 862.40 862.15 TS 862.38 TP 861.40 BS 861.40 BS 861.40 TP 4.80% 4.80% 862.38 TP 862.23 TP 861.62 TP 861.40 TP 862.08 TP 3.87%1.53% 861.85 TP 861.40 TP 861.74 TP 862.08 TP 861.83 TP861.53 BS 861.40 TP 861.61 TP 1.00%1.83%861.70 TP 861.72 TP 862.38 FG 861.58 TP 1.93%1.90% 861.87 TP 861.81 TP 1.64%0.76% 1.21% 1.92% 862.36 TP 1.39% 862.36 TP 861.94 TP 1.88% 861.69 TP 1.88% 862.27 TP 862.11 TP 1.37% 862.30 TP 862.28 TP 4.46% FFE = 862.40 1.60%1.54%4.80% 862.36 TP 861.40 TP 861.40 TP 861.42 BR 862.18 TR 8.15% 1.93% 862.18 TR 862.30 TP 862.20 TS 862.30 TP 862.20 TS 2.00% 2.00% 861.53 BS 1.39% 1.97% 1.39% 861.53 TP 1.88% 1.31% 861.43 TP 1.88% 861.85 TP 861.92 TP 1.88% 862.08 FG 862.33 FG 861.72 TP 1.88% 862.14 TP 861.73 TP 861.67 TP 1.91% 861.67 TP 1.91% 861.40 TP 861.53 TP 1.39% 861.73 TP 861.86 TP 861.89 TP 861.83 TP 0.72%1.02%1.02%1.86% 1.34% 862.38 TP 862.30 TP 861.76 TP 862.18 TP 1.28% 861.40 TP 861.80 TP 862.23 TP 1.88% 862.38 TP 1.02% 1.89% 861.40 TP 861.53 TP 1.93% 1.93% 1.93% 862.38 TP 861.53 TP 862.38 TP 862.38 TP 862.15 TS 1.25% 862.21 TP 1.02%1.02%0.87% 1.33% 1.33% 862.28 TP 861.40 TP 861.91 TP 861.43 TP 1.88% 862.16 FG 862.24 TP 862.28 TP 1.75%1.13%861.53 TP 861.58 TP 861.71 TP 3.82%1.80% 1.01% 1.15%862.33 TP 862.38 TP 1.33% 1.68% 862.08 TP 861.94 TP 1.88% 1.88%1.01%1.01%862.30 TP 862.20 TS 1.13% 861.82 TP 1.88% Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-642 PLAN ENLARGEMENTS - GRADING PLAN ENLARGEMENTS - GRADING GENERAL NOTES | SITE GRADING PLAN ENLARGEMENTS: 1. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 2. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND FIELD CONDITIONS PRIOR TO STARTING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF CONTRACTOR FINDS ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY. 3. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE GRADING AND DRAINAGE SCOPE OF THE WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 4. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR THE PROPOSED LIGHTING AND OUTLETS. 5. TYPICAL MAXIMUM SIDEWALK CROSS SLOPES ARE 2% (1/4" PER 1'-0"). TYPICAL MAXIMUM SIDEWALK LONGITUDINAL SLOPES ARE 5% (1'-0" PER 20'-0"). 6. WHERE NEW PAVED SURFACES ADJOIN EXISTING PAVED SURFACES, MEET EXISTING GRADE. 7. DRAINAGE DESIGN SHOWN IS CONCEPTUAL. PLEASE SEE CIVIL DRAWINGS FOR MORE COMPLETE AND DETAILED STORMWATER DRAINAGE DESIGN. 8. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 9. SPOT ELEVATIONS ARE DENOTED AS FOLLOWS: SPOT ELEVATION - EXISTING: SPOT ELEVATION - PROPOSED: 10. SPOT ELEVATION ABBREVIATIONS ARE DEFINED AS FOLLOWS: BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL FG = FINISH GRADE RIM = TOP OF CASTING TC = TOP OF CURB TEP = TOP OF EQUIPMENT PAD TP = TOP OF PAVING TR = TOP OF RAMP TS = TOP OF STAIR TSC = TOP OF STONE CURB TW = TOP OF WALL 000.00 TP 000.00 TP COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-642 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 GRADING MATCHLINE: REFER TO CIVIL DRAWINGS FOR ALL GRADING OUTSIDE OF MATCHLINE. GRADING MATCHLINE: REFER TO CIVIL DRAWINGS FOR ALL GRADING OUTSIDE OF MATCHLINE. 2 2 3 COORDINATE RIM ELEVATION WITH FIRE PIT INSTALLER 3 02/23/22 gt 12" rcp FFE = 862.40 FFE = 862.40 FFE = 862.40 862.15 TS 862.38 TP 861.40 BS 862.38 TP 862.33 TP 861.62 TP 861.40 TP 862.08 TP 3.87%1.53% 862.48 TC 861.98 BC 861.72 TP 861.72 TP 862.20 TP 862.20 TP 861.87 TP 0.76% 861.40 TC 861.40 BC 861.00 RIM 861.34 TP 1.21% 1.60% 1.50% FFE = 862.00 861.63 TC 861.13 BC 861.73 TC 861.73 BC 2.42%2.42%1.52%1.55%862.06 TP862.06 TP 1.54%862.12 TC 862.12 BC 862.30 TC 861.97 BC 2.10%862.38 TP 862.12 TC 861.62 BC 1.95% 4" CURB FACE 862.29 TC 861.79 BC 6" CURB FACE 862.05 TC 861.55 BC 6" CURB FACE FFE = 862.00 1.47% 862.38 TP 1.25% 862.21 TP 862.28 TP 862.40 FG 862.40 FG 1. 9 9%1.75%1.13%861.53 TP1.92%861.58 TP 861.71 TP 3.82%1.80% 861.71 TP 1.01% 861.29 TP 861.96 TC 861.46 BC 1.50%2.06%2.06%861.90 TP 1.93% 1.15%1.55%1.54%1.15%862.33 TP 862.38 TP 1.73%1.63%1.54%862.25 TP 1.68%862.38 TP 1.73%1.65%1.19% 862.38 TP 862.28 TP 0.67%1.06% 1.00% 1.02%1.99% 861.17 TP 861.33 TP 861.49 TP 861.66 TP 1.33% 1.92% 861.57 TP 861.50 TP 1.55% 861.48 TP 861.73 TP 862.55 TP 861.64 TP 1.42%1.97% 861.77 TP 861.47 TP 861.32 TP 1.89% 861.50 TP 2.00% 862.40 FG 861.73 TC 861.23 BC 1.10%861.38 TP 1.94%1.81%1.42% 861.76 TP 861.63 TP 861.89 TP861.89 TP 0.56% 0.99% 1.68% 1.66% 1.61% 862.08 TP 861.94 TP 1.88% 1.88%2.00%862.11 TP 2.06%1.93%3.24% 860.50 TC 862.00 BC 2% MAX CROSS SLOPE 861.65 RIM Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-643 PLAN ENLARGEMENTS - GRADING PLAN ENLARGEMENTS - GRADING GENERAL NOTES | SITE GRADING PLAN ENLARGEMENTS: 1. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 2. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND FIELD CONDITIONS PRIOR TO STARTING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF CONTRACTOR FINDS ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY. 3. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE GRADING AND DRAINAGE SCOPE OF THE WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 4. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR THE PROPOSED LIGHTING AND OUTLETS. 5. TYPICAL MAXIMUM SIDEWALK CROSS SLOPES ARE 2% (1/4" PER 1'-0"). TYPICAL MAXIMUM SIDEWALK LONGITUDINAL SLOPES ARE 5% (1'-0" PER 20'-0"). 6. WHERE NEW PAVED SURFACES ADJOIN EXISTING PAVED SURFACES, MEET EXISTING GRADE. 7. DRAINAGE DESIGN SHOWN IS CONCEPTUAL. PLEASE SEE CIVIL DRAWINGS FOR MORE COMPLETE AND DETAILED STORMWATER DRAINAGE DESIGN. 8. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 9. SPOT ELEVATIONS ARE DENOTED AS FOLLOWS: SPOT ELEVATION - EXISTING: SPOT ELEVATION - PROPOSED: 10. SPOT ELEVATION ABBREVIATIONS ARE DEFINED AS FOLLOWS: BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL FG = FINISH GRADE RIM = TOP OF CASTING TC = TOP OF CURB TEP = TOP OF EQUIPMENT PAD TP = TOP OF PAVING TR = TOP OF RAMP TS = TOP OF STAIR TSC = TOP OF STONE CURB TW = TOP OF WALL 000.00 TP 000.00 TP COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-643 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 GRADING MATCHLINE: REFER TO CIVIL DRAWINGS FOR ALL GRADING OUTSIDE OF MATCHLINE. GRADING MATCHLINE: REFER TO CIVIL DRAWINGS FOR ALL GRADING OUTSIDE OF MATCHLINE. PHASE 1 LIMITS 2 2 2 NO CURB IN PHASE 1 3 3 3 02/23/22 eeeeegg g ttttttttggggggttttttttttttttttt8" pvcwwwwwwwFFE = 862.40 862.40 862.38 TP 862.38 TP 862.12 TC 861.62 BC 862.12 TC 861.62 BC " CURB FACE 862.25 TP 862.05 TC 861.55 BC FFE = 862.40 FFE = 862.40 862.38 TP 862.38 TP 862.12 TC 861.62 BC FFE = FFE = 862.40 FFE = 862.40 862.12 TC 861.62 BC 862.38 TP 862.38 TP 862.05 TC 861.88 BC 862.38 TP 1.73%1.63%862.25 TP 862.25 TP 862.25 TP 862.25 TP 1.73%1.63%1.73%1.63%862.38 TP 862.28 TP 1.00% 862.38 FG 861.74 TC 861.65 TC 861.85 TC 861.55 TC 861.49 TC 861.99 TP 862.05 TP 861.93 TC 861.43 BC 862.03 TP 862.09 TP 862.05 TC 861.85 BC 862.05 TC 861.77 BC 862.38 TC 861.85 BC 861.00 TC 862.12 TP 862.25 TP 862.12 TC 862.12 BC 861.98 TC 861.98 BC 862.38 FG 861.81 TC 861.31 BC 861.06 TC 861.18 TC 861.95 TC 861.45 BC 862.09 TC 861.59 BC 861.52 TC 861.27 BC 4.91%1.97% 1.97%2.00%2.00%4.88% 4.88%1.63%1.63% 1.91%3.25%1.97%1.97% 861.61 TC 861.11 BC 861.02 TC 861.02 BC7.38%7.38%862.05 TC 861.73 BC 862.05 TC 861.25 BC 1.95% 1.02%4.91%2% MAX CROSS SLOPE Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-644 PLAN ENLARGEMENTS - GRADING PLAN ENLARGEMENTS - GRADING GENERAL NOTES | SITE GRADING PLAN ENLARGEMENTS: 1. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 2. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND FIELD CONDITIONS PRIOR TO STARTING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF CONTRACTOR FINDS ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY. 3. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE GRADING AND DRAINAGE SCOPE OF THE WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 4. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR THE PROPOSED LIGHTING AND OUTLETS. 5. TYPICAL MAXIMUM SIDEWALK CROSS SLOPES ARE 2% (1/4" PER 1'-0"). TYPICAL MAXIMUM SIDEWALK LONGITUDINAL SLOPES ARE 5% (1'-0" PER 20'-0"). 6. WHERE NEW PAVED SURFACES ADJOIN EXISTING PAVED SURFACES, MEET EXISTING GRADE. 7. DRAINAGE DESIGN SHOWN IS CONCEPTUAL. PLEASE SEE CIVIL DRAWINGS FOR MORE COMPLETE AND DETAILED STORMWATER DRAINAGE DESIGN. 8. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 9. SPOT ELEVATIONS ARE DENOTED AS FOLLOWS: SPOT ELEVATION - EXISTING: SPOT ELEVATION - PROPOSED: 10. SPOT ELEVATION ABBREVIATIONS ARE DEFINED AS FOLLOWS: BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL FG = FINISH GRADE RIM = TOP OF CASTING TC = TOP OF CURB TEP = TOP OF EQUIPMENT PAD TP = TOP OF PAVING TR = TOP OF RAMP TS = TOP OF STAIR TSC = TOP OF STONE CURB TW = TOP OF WALL 000.00 TP 000.00 TP COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-644 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 GRADING MATCHLINE: REFER TO CIVIL DRAWINGS FOR ALL GRADING OUTSIDE OF MATCHLINE. GRADING MATCHLINE: REFER TO CIVIL DRAWINGS FOR ALL GRADING OUTSIDE OF MATCHLINE. 2 2 2 2 2 PHASE 1 LIMITS 3 02/23/22 eeeFFE = 862.40 861.40 TC 861.40 BC 1.50% 861.63 TC 861.13 BC 861.73 TC 861.73 BC2.42%FFE = 862.40 FFE = 862.40 862.38 TP 862.38 TP862.38 TP 858.60 TP 859.09 TP 858.72 TP 858.74 TP 859.26 BR 861.69 TR 8.10% 859.38 BR 861.81 TR 1.32%861.96 TC 861.46 BC 1.50% 860.98 RIM 861.68 TC 861.35 BC 2.06%861.90 TP 1.93% 861.73 TP 1.42%861.77 TP 862.13 TP 4" CURB FACE 859.24 TP 3.97%2.00%2.00%859.24 TP 4.13%2.00%2.00%861.68 TC 861.46 BC 2.5" CURB FACE 2.00%0.00% 862.11 TP 2.06%1.93% 3.24%0.00% 862.78 TC 862.28 BC 0.53%860.50 TC 862.00 BC 859.13 BS 1.14%1.42% 1.52% Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-645 PLAN ENLARGEMENTS - GRADING PLAN ENLARGEMENTS - GRADING GENERAL NOTES | SITE GRADING PLAN ENLARGEMENTS: 1. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 2. CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND FIELD CONDITIONS PRIOR TO STARTING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF CONTRACTOR FINDS ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD DIMENSIONS OR CONDITIONS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY. 3. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE GRADING AND DRAINAGE SCOPE OF THE WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 4. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR THE PROPOSED LIGHTING AND OUTLETS. 5. TYPICAL MAXIMUM SIDEWALK CROSS SLOPES ARE 2% (1/4" PER 1'-0"). TYPICAL MAXIMUM SIDEWALK LONGITUDINAL SLOPES ARE 5% (1'-0" PER 20'-0"). 6. WHERE NEW PAVED SURFACES ADJOIN EXISTING PAVED SURFACES, MEET EXISTING GRADE. 7. DRAINAGE DESIGN SHOWN IS CONCEPTUAL. PLEASE SEE CIVIL DRAWINGS FOR MORE COMPLETE AND DETAILED STORMWATER DRAINAGE DESIGN. 8. CURB RAMPS SHALL COMPLY WITH CURB RAMP DRAWING INDEX & GENERAL NOTES (REF: ). 9. SPOT ELEVATIONS ARE DENOTED AS FOLLOWS: SPOT ELEVATION - EXISTING: SPOT ELEVATION - PROPOSED: 10. SPOT ELEVATION ABBREVIATIONS ARE DEFINED AS FOLLOWS: BC = BOTTOM OF CURB BR = BOTTOM OF RAMP BS = BOTTOM OF STAIR BW = BOTTOM OF WALL FG = FINISH GRADE RIM = TOP OF CASTING TC = TOP OF CURB TEP = TOP OF EQUIPMENT PAD TP = TOP OF PAVING TR = TOP OF RAMP TS = TOP OF STAIR TSC = TOP OF STONE CURB TW = TOP OF WALL 000.00 TP 000.00 TP COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-645 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 GRADING MATCHLINE: REFER TO CIVIL DRAWINGS FOR ALL GRADING OUTSIDE OF MATCHLINE. GRADING MATCHLINE: REFER TO CIVIL DRAWINGS FOR ALL GRADING OUTSIDE OF MATCHLINE. 2 2 02/23/22 /////////ww w eeee e ttttttttttgg g ttttttttttttstone6" cal. 5" cal. 3.5" cal. 2.5" cal. 3" cal. DECIDUOUS CANOPY TREE - COURTYARD 3 LOWEST LIMB @ 6` Nyssa sylvatica / Tupelo 5" Cal. UNDERSTORY TREE - COURTYARD 10 INSTALL AMELANCHIER (SINGLE STEM) IN HOTEL COURTYARD - THESE ARE SPECIMENS; ALL OTHER INSTALLATIONS ARE CORNUS AT A RATE OF 1:2 WHITE:PINK. Amelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry See Plans Cornus florida `White` / White Flowering Dogwood 2.5" Cal. Cornus florida rubra / Pink Flowering Dogwood 2.5" Cal. DECIDUOUS CANOPY TREE - STREETSCAPE 10 INSTALL MIN. TW0 (2) OF EACH SPECIES; 50% OF ALL TREES @ 3" CAL. AND 50% @ 4" CAL. ARRANGE SO NO MORE THAN TWO (2) OF THE SAME SIZE OR SPECIES ARE PLANTED ADJACENT. Liquidambar styraciflua / Sweet Gum Refer to Remarks Nyssa sylvatica / Tupelo Refer to Remarks Quercus coccinea / Scarlet Oak Refer to Remarks Quercus muehlenbergii / Chinkapin Oak Refer to Remarks UNDERSTORY TREE - STREETSCAPE 15 INSTALL CRATAEGUS ALONG WEST FACADE OF TRAINING CENTER; MIX CRATAEGUS AND CERCIS AT 1:1 AT SOUTH PROPERTY LINE AND EAST END OF HOTEL COMPLEX. Cercis canadensis / Eastern Redbud 2" Cal. Crataegus viridis 'Winter King' / Winter King Hawthorn 2" Cal. EVERGREEN TREE 7 Pinus banksiana / Jack Pine 10` UNDERSTORY SPECIMEN TREE - COURTYARD 2 Carpinus caroliniana / American Hornbeam See Plans SPECIMENS SMALL DECIDUOUS SHRUB - SHADE 62 INSTALL ONE (1) `JIM DANDY` TO EVERY NINE (9) `NANA` FOR POLLINATION. Ilex verticillata 'Jim Dandy' / Jim Dandy Winterberry #3 Ilex verticillata 'Nana' / Red Sprite Winterberry #3 STRUCTURAL PERENNIAL 217 Echinacea pallida / Pale Purple Coneflower QUART INSTALL BETWEEN GROUNDCOVER PLANTS. LARGE DECIDUOUS SHRUB 29 Viburnum dentatum / Viburnum #5 CULTIVAR TBD SMALL DECIDUOUS SHRUB 8 Viburnum dentatum 'Christom' TM / Blue Muffin Arrowwood Viburnum #3 CLUMP FORB 30 Sporobolus heterolepis / Prairie Dropseed 1 Gal. STRUCTURAL PERENNIAL 2 19 Liatris spicata / Blazing Star QUART SMALL DECIDUOUS SHRUB / PERENNIAL 30 DWARF VARIETY, TBD Hydrangea arborescens / Smooth Hydrangea #3 GROUND PLANTING - PART SHADE / SHADE 900 sf 1-3 VARIETIES FOAMFLOWER (TBD). INSTALL TULIP BULBS (VARIETIES TBD) BETWEEN PLANTS IN IRREGULAR DRIFTS - 5 PER 4 SF - @ 4"-8" O.C. Tiarella cordifolia / Foamflower 936 Quart 12" oc Tulipa spp / Tulip Bulb TURF - SEEDED 11,092 sf 90% Turftype Tall Fescue 10% KY Bluegrass Blend Seed GROUND PLANTING - SHADE 546 sf 70% WILD GINGER, 30% ALLEGHENY SPURGE. GROUP SPURGE IN ODD-NUMBERED DRIFTS. STAGGERED PATTERN. Asarum canadense / Wild Ginger 568 Quart 12" oc Pachysandra procumbens / Allegheny Spurge 568 Quart 12" oc TURF - SOD 1,083 sf SCATTER (500) SCILLA SIBERICA BULBS IN IRREGULAR DRIFTS ON PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. 90% Turftype Tall Fescue 10% KY Bluegrass Blend N/A Scilla siberica / Siberian Squill bulb PENNSYLVANIA SEDGE - GRID PATTERN 1,984 sf #SP3 PLUGS @ 9" O.C., GRID PATTERN. INSTALL BULBS BETWEEN CAREX ACCORDINGLY: TULIP - IRREGULAR DRIFTS OF 7-12 @ 4"-12" O.C. AT A RATE OF 12 PER 100 SF; NARCISSUS - IRREGULAR DRIFTS OF 7-12 @ 6" O.C. AT A RATE OF 12 PER 100 SF; ALLIUM - IRREGULAR DRIFTS OF 7 @ MIN. 12" O.C. AT A RATE OF 7 PER 100 SF. OBSERVE APPROPRIATE PLANTING DEPTHS. Allium caeruleum / Blue Globe Allium bulb Carex pensylvanica / Pennsylvania Sedge 3,666 Plug 9" oc Narcissus bulbocodium / Petticoat Daffodil bulb Tulipa humilis 'Alba Coerulea Oculata' / Blue Eye White Tulip bulb ORNAMENTAL GRASS 928 sf Panicum virgatum 'Shenandoah' / Shenandoah Switch Grass 429 #1 18" oc NO-MOW TURF - SEED 7,492 sf Fine fescue blend, to include in equal percentages: Shoreline creeping red fescue, Class One creeping red fescue, SR3150 hard fescue, Quatro sheep fescue, Carson chewings fescue. INSTALL 150 CROCUS BULBS (varieties TBD) IN AREAS IDENTIFIED. - NATIVE MEADOW 3,316 sf PER 100 SF: 8 EA. GRASSES + CLOVER (40 TOTAL), 35 CAREX PENSYLVANICA, 7 RATIBIDA PINNATA, 3 LIATRIS SPICATA; PER SPACING, STAGGERED PATTERN, IRREGULAR DISTRIBUTION. Carex pensylvanica / Pennsylvania Sedge 6,126 Plug 9" oc Dalea purpurea / Purple Prairie Clover 1,532 Pint 18" oc Liatris spicata / Blazing Star 3,446 Quart 12" oc Panicum virgatum 'Shenandoah' / Shenandoah Switch Grass 1,532 #1 18" oc Ratibida columnifera / Yellow Prairie Coneflower 13,784 Pint 6" oc Schizachyrium scoparium / Little Bluestem 1,532 Plug 18" oc Sorghastrum nutans / Indian Grass 1,532 Plug 18" oc Sporobolus heterolepis / Prairie Dropseed 1,532 Plug 18" oc PLANT SCHEDULE - PHASE 1 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-651 PLAN ENLARGEMENTS - PLANTING PLAN ENLARGEMENTS - PLANTING GENERAL NOTES | SITE PLANTING PLAN ENLARGEMENTS: 1. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. 3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO SITE ELECTRICAL AND SITE UTILITY PLANS FOR PROPOSED UTILITY AND EQUIPMENT LOCATIONS. 4. NOTE PLANT MATERIAL SHOWN IN UTILITY EASEMENTS. FIELD LOCATE UTILITIES PRIOR TO ACQUIRING WOODY PLANT MATERIAL, ADJUST PLANT LOCATIONS IN COLLABORATION WITH LANDSCAPE ARCHITECT AS NEEDED. HAND-DIG PLANT PITS. PLANTINGS WITHIN UTILITY EASEMENTS ARE SUBJECT TO REMOVAL BY UTILITY COMPANIES HAVING FACILITIES THEREIN. 5. COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 6. INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. IF DISTURBED AREA WAS PREVIOUSLY A PLANTED AREA, RESTORE BY FINISH GRADING AND INSTALLING 2" DEPTH ORGANIC MULCH. 7. PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS NOT SEEDED. 8. PROPOSED PLANTINGS SHALL BE INSTALLED PER DETAILS ON SHEETS L-706 AND L-711 UNLESS OTHERWISE INDICATED ON PLANS. 9. PROVIDE AUTOMATIC IRRIGATION; IRRIGATE ALL PLANTING AND TURFGRASS. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-651 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 Crocus Crocus Crocus 2 2 2 2 2 2 2 UTILITY EASEMENT 2 2 2 3 3 3 3 3 3 3 3 3 02/23/22 ////w w t t t t t // / / DECIDUOUS CANOPY TREE - COURTYARD 3 LOWEST LIMB @ 6` Nyssa sylvatica / Tupelo 5" Cal. UNDERSTORY TREE - COURTYARD 10 INSTALL AMELANCHIER (SINGLE STEM) IN HOTEL COURTYARD - THESE ARE SPECIMENS; ALL OTHER INSTALLATIONS ARE CORNUS AT A RATE OF 1:2 WHITE:PINK. Amelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry See Plans Cornus florida `White` / White Flowering Dogwood 2.5" Cal. Cornus florida rubra / Pink Flowering Dogwood 2.5" Cal. DECIDUOUS CANOPY TREE - STREETSCAPE 10 INSTALL MIN. TW0 (2) OF EACH SPECIES; 50% OF ALL TREES @ 3" CAL. AND 50% @ 4" CAL. ARRANGE SO NO MORE THAN TWO (2) OF THE SAME SIZE OR SPECIES ARE PLANTED ADJACENT. Liquidambar styraciflua / Sweet Gum Refer to Remarks Nyssa sylvatica / Tupelo Refer to Remarks Quercus coccinea / Scarlet Oak Refer to Remarks Quercus muehlenbergii / Chinkapin Oak Refer to Remarks UNDERSTORY TREE - STREETSCAPE 15 INSTALL CRATAEGUS ALONG WEST FACADE OF TRAINING CENTER; MIX CRATAEGUS AND CERCIS AT 1:1 AT SOUTH PROPERTY LINE AND EAST END OF HOTEL COMPLEX. Cercis canadensis / Eastern Redbud 2" Cal. Crataegus viridis 'Winter King' / Winter King Hawthorn 2" Cal. EVERGREEN TREE 7 Pinus banksiana / Jack Pine 10` UNDERSTORY SPECIMEN TREE - COURTYARD 2 Carpinus caroliniana / American Hornbeam See Plans SPECIMENS SMALL DECIDUOUS SHRUB - SHADE 62 INSTALL ONE (1) `JIM DANDY` TO EVERY NINE (9) `NANA` FOR POLLINATION. Ilex verticillata 'Jim Dandy' / Jim Dandy Winterberry #3 Ilex verticillata 'Nana' / Red Sprite Winterberry #3 STRUCTURAL PERENNIAL 217 Echinacea pallida / Pale Purple Coneflower QUART INSTALL BETWEEN GROUNDCOVER PLANTS. LARGE DECIDUOUS SHRUB 29 Viburnum dentatum / Viburnum #5 CULTIVAR TBD SMALL DECIDUOUS SHRUB 8 Viburnum dentatum 'Christom' TM / Blue Muffin Arrowwood Viburnum #3 CLUMP FORB 30 Sporobolus heterolepis / Prairie Dropseed 1 Gal. STRUCTURAL PERENNIAL 2 19 Liatris spicata / Blazing Star QUART SMALL DECIDUOUS SHRUB / PERENNIAL 30 DWARF VARIETY, TBD Hydrangea arborescens / Smooth Hydrangea #3 GROUND PLANTING - PART SHADE / SHADE 900 sf 1-3 VARIETIES FOAMFLOWER (TBD). INSTALL TULIP BULBS (VARIETIES TBD) BETWEEN PLANTS IN IRREGULAR DRIFTS - 5 PER 4 SF - @ 4"-8" O.C. Tiarella cordifolia / Foamflower 936 Quart 12" oc Tulipa spp / Tulip Bulb TURF - SEEDED 11,092 sf 90% Turftype Tall Fescue 10% KY Bluegrass Blend Seed GROUND PLANTING - SHADE 546 sf 70% WILD GINGER, 30% ALLEGHENY SPURGE. GROUP SPURGE IN ODD-NUMBERED DRIFTS. STAGGERED PATTERN. Asarum canadense / Wild Ginger 568 Quart 12" oc Pachysandra procumbens / Allegheny Spurge 568 Quart 12" oc TURF - SOD 1,083 sf SCATTER (500) SCILLA SIBERICA BULBS IN IRREGULAR DRIFTS ON PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. 90% Turftype Tall Fescue 10% KY Bluegrass Blend N/A Scilla siberica / Siberian Squill bulb PENNSYLVANIA SEDGE - GRID PATTERN 1,984 sf #SP3 PLUGS @ 9" O.C., GRID PATTERN. INSTALL BULBS BETWEEN CAREX ACCORDINGLY: TULIP - IRREGULAR DRIFTS OF 7-12 @ 4"-12" O.C. AT A RATE OF 12 PER 100 SF; NARCISSUS - IRREGULAR DRIFTS OF 7-12 @ 6" O.C. AT A RATE OF 12 PER 100 SF; ALLIUM - IRREGULAR DRIFTS OF 7 @ MIN. 12" O.C. AT A RATE OF 7 PER 100 SF. OBSERVE APPROPRIATE PLANTING DEPTHS. Allium caeruleum / Blue Globe Allium bulb Carex pensylvanica / Pennsylvania Sedge 3,666 Plug 9" oc Narcissus bulbocodium / Petticoat Daffodil bulb Tulipa humilis 'Alba Coerulea Oculata' / Blue Eye White Tulip bulb ORNAMENTAL GRASS 928 sf Panicum virgatum 'Shenandoah' / Shenandoah Switch Grass 429 #1 18" oc NO-MOW TURF - SEED 7,492 sf Fine fescue blend, to include in equal percentages: Shoreline creeping red fescue, Class One creeping red fescue, SR3150 hard fescue, Quatro sheep fescue, Carson chewings fescue. INSTALL 150 CROCUS BULBS (varieties TBD) IN AREAS IDENTIFIED. - NATIVE MEADOW 3,316 sf PER 100 SF: 8 EA. GRASSES + CLOVER (40 TOTAL), 35 CAREX PENSYLVANICA, 7 RATIBIDA PINNATA, 3 LIATRIS SPICATA; PER SPACING, STAGGERED PATTERN, IRREGULAR DISTRIBUTION. Carex pensylvanica / Pennsylvania Sedge 6,126 Plug 9" oc Dalea purpurea / Purple Prairie Clover 1,532 Pint 18" oc Liatris spicata / Blazing Star 3,446 Quart 12" oc Panicum virgatum 'Shenandoah' / Shenandoah Switch Grass 1,532 #1 18" oc Ratibida columnifera / Yellow Prairie Coneflower 13,784 Pint 6" oc Schizachyrium scoparium / Little Bluestem 1,532 Plug 18" oc Sorghastrum nutans / Indian Grass 1,532 Plug 18" oc Sporobolus heterolepis / Prairie Dropseed 1,532 Plug 18" oc PLANT SCHEDULE - PHASE 1 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-652 PLAN ENLARGEMENTS - PLANTING PLAN ENLARGEMENTS - PLANTING GENERAL NOTES | SITE PLANTING PLAN ENLARGEMENTS: 1. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. 3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO SITE ELECTRICAL AND SITE UTILITY PLANS FOR PROPOSED UTILITY AND EQUIPMENT LOCATIONS. 4. NOTE PLANT MATERIAL SHOWN IN UTILITY EASEMENTS. FIELD LOCATE UTILITIES PRIOR TO ACQUIRING WOODY PLANT MATERIAL, ADJUST PLANT LOCATIONS IN COLLABORATION WITH LANDSCAPE ARCHITECT AS NEEDED. HAND-DIG PLANT PITS. PLANTINGS WITHIN UTILITY EASEMENTS ARE SUBJECT TO REMOVAL BY UTILITY COMPANIES HAVING FACILITIES THEREIN. 5. COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 6. INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. IF DISTURBED AREA WAS PREVIOUSLY A PLANTED AREA, RESTORE BY FINISH GRADING AND INSTALLING 2" DEPTH ORGANIC MULCH. 7. PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS NOT SEEDED. 8. PROPOSED PLANTINGS SHALL BE INSTALLED PER DETAILS ON SHEETS L-706 AND L-711 UNLESS OTHERWISE INDICATED ON PLANS. 9. PROVIDE AUTOMATIC IRRIGATION; IRRIGATE ALL PLANTING AND TURFGRASS. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-652 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 02/23/22 DECIDUOUS CANOPY TREE - COURTYARD 4 LOWEST LIMB @ 6` Nyssa sylvatica / Tupelo 5" Cal. UNDERSTORY TREE - COURTYARD 11 INSTALL AMELANCHIER (SINGLE STEM) IN HOTEL COURTYARD - THESE ARE SPECIMENS; ALL OTHER INSTALLATIONS ARE CORNUS AT A RATE OF 1:2 WHITE:PINK. Amelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry See Plans Cornus florida `White` / White Flowering Dogwood 2.5" Cal. Cornus florida rubra / Pink Flowering Dogwood 2.5" Cal. DECIDUOUS CANOPY TREE - STREETSCAPE 14 INSTALL MIN. TW0 (2) OF EACH SPECIES; 50% OF ALL TREES @ 3" CAL. AND 50% @ 4" CAL. ARRANGE SO NO MORE THAN TWO (2) OF THE SAME SIZE OR SPECIES ARE PLANTED ADJACENT. Liquidambar styraciflua / Sweet Gum Refer to Remarks Nyssa sylvatica / Tupelo Refer to Remarks Quercus coccinea / Scarlet Oak Refer to Remarks Quercus muehlenbergii / Chinkapin Oak Refer to Remarks UNDERSTORY TREE - STREETSCAPE 18 INSTALL CRATAEGUS ALONG WEST FACADE OF TRAINING CENTER; MIX CRATAEGUS AND CERCIS AT 1:1 AT SOUTH PROPERTY LINE AND EAST END OF HOTEL COMPLEX. Cercis canadensis / Eastern Redbud 2" Cal. Crataegus viridis 'Winter King' / Winter King Hawthorn 2" Cal. EVERGREEN TREE 14 Pinus banksiana / Jack Pine 10` UNDERSTORY SPECIMEN TREE - COURTYARD 2 Carpinus caroliniana / American Hornbeam See Plans SPECIMENS SMALL DECIDUOUS SHRUB - SHADE 62 INSTALL ONE (1) `JIM DANDY` TO EVERY NINE (9) `NANA` FOR POLLINATION. Ilex verticillata 'Jim Dandy' / Jim Dandy Winterberry #3 Ilex verticillata 'Nana' / Red Sprite Winterberry #3 STRUCTURAL PERENNIAL 217 Echinacea pallida / Pale Purple Coneflower QUART INSTALL BETWEEN GROUNDCOVER PLANTS. LARGE DECIDUOUS SHRUB 28 Viburnum dentatum / Viburnum #5 CULTIVAR TBD SMALL DECIDUOUS SHRUB 8 Viburnum dentatum 'Christom' TM / Blue Muffin Arrowwood Viburnum #3 CLUMP FORB 30 Sporobolus heterolepis / Prairie Dropseed 1 Gal. STRUCTURAL PERENNIAL 2 19 Liatris spicata / Blazing Star QUART SMALL DECIDUOUS SHRUB / PERENNIAL 30 DWARF VARIETY, TBD Hydrangea arborescens / Smooth Hydrangea #3 GROUND PLANTING - PART SHADE / SHADE 900 sf 1-3 VARIETIES FOAMFLOWER (TBD). INSTALL TULIP BULBS (VARIETIES TBD) BETWEEN PLANTS IN IRREGULAR DRIFTS - 5 PER 4 SF - @ 4"-8" O.C. Tiarella cordifolia / Foamflower 936 Quart 12" oc Tulipa spp / Tulip Bulb TURF - SEEDED 11,083 sf 90% Turftype Tall Fescue 10% KY Bluegrass Blend Seed GROUND PLANTING - SHADE 546 sf 70% WILD GINGER, 30% ALLEGHENY SPURGE. GROUP SPURGE IN ODD-NUMBERED DRIFTS. STAGGERED PATTERN. Asarum canadense / Wild Ginger 568 Quart 12" oc Pachysandra procumbens / Allegheny Spurge 568 Quart 12" oc TURF - SOD 1,083 sf SCATTER (500) SCILLA SIBERICA BULBS IN IRREGULAR DRIFTS ON PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. 90% Turftype Tall Fescue 10% KY Bluegrass Blend N/A Scilla siberica / Siberian Squill bulb PENNSYLVANIA SEDGE - GRID PATTERN 1,984 sf #SP3 PLUGS @ 9" O.C., GRID PATTERN. INSTALL BULBS BETWEEN CAREX ACCORDINGLY: TULIP - IRREGULAR DRIFTS OF 7-12 @ 4"-12" O.C. AT A RATE OF 12 PER 100 SF; NARCISSUS - IRREGULAR DRIFTS OF 7-12 @ 6" O.C. AT A RATE OF 12 PER 100 SF; ALLIUM - IRREGULAR DRIFTS OF 7 @ MIN. 12" O.C. AT A RATE OF 7 PER 100 SF. OBSERVE APPROPRIATE PLANTING DEPTHS. Allium caeruleum / Blue Globe Allium bulb Carex pensylvanica / Pennsylvania Sedge 3,666 Plug 9" oc Narcissus bulbocodium / Petticoat Daffodil bulb Tulipa humilis 'Alba Coerulea Oculata' / Blue Eye White Tulip bulb ORNAMENTAL GRASS 928 sf Panicum virgatum 'Shenandoah' / Shenandoah Switch Grass 429 #1 18" oc NO-MOW TURF - SEED 7,492 sf Fine fescue blend, to include in equal percentages: Shoreline creeping red fescue, Class One creeping red fescue, SR3150 hard fescue, Quatro sheep fescue, Carson chewings fescue. INSTALL 150 CROCUS BULBS (varieties TBD) IN AREAS IDENTIFIED. - NATIVE MEADOW 3,316 sf PER 100 SF: 8 EA. GRASSES + CLOVER (40 TOTAL), 35 CAREX PENSYLVANICA, 7 RATIBIDA PINNATA, 3 LIATRIS SPICATA; PER SPACING, STAGGERED PATTERN, IRREGULAR DISTRIBUTION. Carex pensylvanica / Pennsylvania Sedge 6,126 Plug 9" oc Dalea purpurea / Purple Prairie Clover 1,532 Pint 18" oc Liatris spicata / Blazing Star 3,446 Quart 12" oc Panicum virgatum 'Shenandoah' / Shenandoah Switch Grass 1,532 #1 18" oc Ratibida columnifera / Yellow Prairie Coneflower 13,784 Pint 6" oc Schizachyrium scoparium / Little Bluestem 1,532 Plug 18" oc Sorghastrum nutans / Indian Grass 1,532 Plug 18" oc Sporobolus heterolepis / Prairie Dropseed 1,532 Plug 18" oc PLANT SCHEDULE - PHASE 1 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-653 PLAN ENLARGEMENTS - PLANTING PLAN ENLARGEMENTS - PLANTING GENERAL NOTES | SITE PLANTING PLAN ENLARGEMENTS: 1. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. 3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO SITE ELECTRICAL AND SITE UTILITY PLANS FOR PROPOSED UTILITY AND EQUIPMENT LOCATIONS. 4. NOTE PLANT MATERIAL SHOWN IN UTILITY EASEMENTS. FIELD LOCATE UTILITIES PRIOR TO ACQUIRING WOODY PLANT MATERIAL, ADJUST PLANT LOCATIONS IN COLLABORATION WITH LANDSCAPE ARCHITECT AS NEEDED. HAND-DIG PLANT PITS. PLANTINGS WITHIN UTILITY EASEMENTS ARE SUBJECT TO REMOVAL BY UTILITY COMPANIES HAVING FACILITIES THEREIN. 5. COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 6. INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. IF DISTURBED AREA WAS PREVIOUSLY A PLANTED AREA, RESTORE BY FINISH GRADING AND INSTALLING 2" DEPTH ORGANIC MULCH. 7. PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS NOT SEEDED. 8. PROPOSED PLANTINGS SHALL BE INSTALLED PER DETAILS ON SHEETS L-706 AND L-711 UNLESS OTHERWISE INDICATED ON PLANS. 9. PROVIDE AUTOMATIC IRRIGATION; IRRIGATE ALL PLANTING AND TURFGRASS. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-653 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 2 2 2 2 2 2 02/23/22 eeeegg g ttttgggggtttttttttttt8" pvcwwwwwDECIDUOUS CANOPY TREE - COURTYARD 4 LOWEST LIMB @ 6` Nyssa sylvatica / Tupelo 5" Cal. UNDERSTORY TREE - COURTYARD 11 INSTALL AMELANCHIER (SINGLE STEM) IN HOTEL COURTYARD - THESE ARE SPECIMENS; ALL OTHER INSTALLATIONS ARE CORNUS AT A RATE OF 1:2 WHITE:PINK. Amelanchier canadensis `Autumn Brilliance` / Autumn Brilliance Serviceberry See Plans Cornus florida `White` / White Flowering Dogwood 2.5" Cal. Cornus florida rubra / Pink Flowering Dogwood 2.5" Cal. DECIDUOUS CANOPY TREE - STREETSCAPE 14 INSTALL MIN. TW0 (2) OF EACH SPECIES; 50% OF ALL TREES @ 3" CAL. AND 50% @ 4" CAL. ARRANGE SO NO MORE THAN TWO (2) OF THE SAME SIZE OR SPECIES ARE PLANTED ADJACENT. Liquidambar styraciflua / Sweet Gum Refer to Remarks Nyssa sylvatica / Tupelo Refer to Remarks Quercus coccinea / Scarlet Oak Refer to Remarks Quercus muehlenbergii / Chinkapin Oak Refer to Remarks UNDERSTORY TREE - STREETSCAPE 18 INSTALL CRATAEGUS ALONG WEST FACADE OF TRAINING CENTER; MIX CRATAEGUS AND CERCIS AT 1:1 AT SOUTH PROPERTY LINE AND EAST END OF HOTEL COMPLEX. Cercis canadensis / Eastern Redbud 2" Cal. Crataegus viridis 'Winter King' / Winter King Hawthorn 2" Cal. EVERGREEN TREE 14 Pinus banksiana / Jack Pine 10` UNDERSTORY SPECIMEN TREE - COURTYARD 2 Carpinus caroliniana / American Hornbeam See Plans SPECIMENS SMALL DECIDUOUS SHRUB - SHADE 62 INSTALL ONE (1) `JIM DANDY` TO EVERY NINE (9) `NANA` FOR POLLINATION. Ilex verticillata 'Jim Dandy' / Jim Dandy Winterberry #3 Ilex verticillata 'Nana' / Red Sprite Winterberry #3 STRUCTURAL PERENNIAL 217 Echinacea pallida / Pale Purple Coneflower QUART INSTALL BETWEEN GROUNDCOVER PLANTS. LARGE DECIDUOUS SHRUB 28 Viburnum dentatum / Viburnum #5 CULTIVAR TBD SMALL DECIDUOUS SHRUB 8 Viburnum dentatum 'Christom' TM / Blue Muffin Arrowwood Viburnum #3 CLUMP FORB 30 Sporobolus heterolepis / Prairie Dropseed 1 Gal. STRUCTURAL PERENNIAL 2 19 Liatris spicata / Blazing Star QUART SMALL DECIDUOUS SHRUB / PERENNIAL 30 DWARF VARIETY, TBD Hydrangea arborescens / Smooth Hydrangea #3 GROUND PLANTING - PART SHADE / SHADE 900 sf 1-3 VARIETIES FOAMFLOWER (TBD). INSTALL TULIP BULBS (VARIETIES TBD) BETWEEN PLANTS IN IRREGULAR DRIFTS - 5 PER 4 SF - @ 4"-8" O.C. Tiarella cordifolia / Foamflower 936 Quart 12" oc Tulipa spp / Tulip Bulb TURF - SEEDED 11,083 sf 90% Turftype Tall Fescue 10% KY Bluegrass Blend Seed GROUND PLANTING - SHADE 546 sf 70% WILD GINGER, 30% ALLEGHENY SPURGE. GROUP SPURGE IN ODD-NUMBERED DRIFTS. STAGGERED PATTERN. Asarum canadense / Wild Ginger 568 Quart 12" oc Pachysandra procumbens / Allegheny Spurge 568 Quart 12" oc TURF - SOD 1,083 sf SCATTER (500) SCILLA SIBERICA BULBS IN IRREGULAR DRIFTS ON PREPARED SOIL IMMEDIATELY PRIOR TO LAYING SOD. 90% Turftype Tall Fescue 10% KY Bluegrass Blend N/A Scilla siberica / Siberian Squill bulb PENNSYLVANIA SEDGE - GRID PATTERN 1,984 sf #SP3 PLUGS @ 9" O.C., GRID PATTERN. INSTALL BULBS BETWEEN CAREX ACCORDINGLY: TULIP - IRREGULAR DRIFTS OF 7-12 @ 4"-12" O.C. AT A RATE OF 12 PER 100 SF; NARCISSUS - IRREGULAR DRIFTS OF 7-12 @ 6" O.C. AT A RATE OF 12 PER 100 SF; ALLIUM - IRREGULAR DRIFTS OF 7 @ MIN. 12" O.C. AT A RATE OF 7 PER 100 SF. OBSERVE APPROPRIATE PLANTING DEPTHS. Allium caeruleum / Blue Globe Allium bulb Carex pensylvanica / Pennsylvania Sedge 3,666 Plug 9" oc Narcissus bulbocodium / Petticoat Daffodil bulb Tulipa humilis 'Alba Coerulea Oculata' / Blue Eye White Tulip bulb ORNAMENTAL GRASS 928 sf Panicum virgatum 'Shenandoah' / Shenandoah Switch Grass 429 #1 18" oc NO-MOW TURF - SEED 7,492 sf Fine fescue blend, to include in equal percentages: Shoreline creeping red fescue, Class One creeping red fescue, SR3150 hard fescue, Quatro sheep fescue, Carson chewings fescue. INSTALL 150 CROCUS BULBS (varieties TBD) IN AREAS IDENTIFIED. - NATIVE MEADOW 3,316 sf PER 100 SF: 8 EA. GRASSES + CLOVER (40 TOTAL), 35 CAREX PENSYLVANICA, 7 RATIBIDA PINNATA, 3 LIATRIS SPICATA; PER SPACING, STAGGERED PATTERN, IRREGULAR DISTRIBUTION. Carex pensylvanica / Pennsylvania Sedge 6,126 Plug 9" oc Dalea purpurea / Purple Prairie Clover 1,532 Pint 18" oc Liatris spicata / Blazing Star 3,446 Quart 12" oc Panicum virgatum 'Shenandoah' / Shenandoah Switch Grass 1,532 #1 18" oc Ratibida columnifera / Yellow Prairie Coneflower 13,784 Pint 6" oc Schizachyrium scoparium / Little Bluestem 1,532 Plug 18" oc Sorghastrum nutans / Indian Grass 1,532 Plug 18" oc Sporobolus heterolepis / Prairie Dropseed 1,532 Plug 18" oc PLANT SCHEDULE - PHASE 1 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-654 PLAN ENLARGEMENTS - PLANTING PLAN ENLARGEMENTS - PLANTING GENERAL NOTES | SITE PLANTING PLAN ENLARGEMENTS: 1. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT. 2. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED / DIMENSIONED OTHERWISE. 3. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO SITE ELECTRICAL AND SITE UTILITY PLANS FOR PROPOSED UTILITY AND EQUIPMENT LOCATIONS. 4. NOTE PLANT MATERIAL SHOWN IN UTILITY EASEMENTS. FIELD LOCATE UTILITIES PRIOR TO ACQUIRING WOODY PLANT MATERIAL, ADJUST PLANT LOCATIONS IN COLLABORATION WITH LANDSCAPE ARCHITECT AS NEEDED. HAND-DIG PLANT PITS. PLANTINGS WITHIN UTILITY EASEMENTS ARE SUBJECT TO REMOVAL BY UTILITY COMPANIES HAVING FACILITIES THEREIN. 5. COMMENCEMENT OF PLANTING SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE THAT NECESSARY AND SPECIFIED PLANTING CONDITIONS HAVE BEEN ACHIEVED PRIOR TO LANDSCAPE INSTALLATION. 6. INSTALL SPECIFIED TURFGRASS SEED AT DISTURBED AREAS NOT OTHERWISE IDENTIFIED FOR PLANT MATERIAL. IF DISTURBED AREA WAS PREVIOUSLY A PLANTED AREA, RESTORE BY FINISH GRADING AND INSTALLING 2" DEPTH ORGANIC MULCH. 7. PROVIDE 2" ORGANIC MULCH AT ALL PLANTING AREAS NOT SEEDED. 8. PROPOSED PLANTINGS SHALL BE INSTALLED PER DETAILS ON SHEETS L-706 AND L-711 UNLESS OTHERWISE INDICATED ON PLANS. 9. PROVIDE AUTOMATIC IRRIGATION; IRRIGATE ALL PLANTING AND TURFGRASS. COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-654 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 2 2 2 2 2 2 02/23/22 A B C D E F G 1 1 A.2 A.2 1.2 1.2 B.1 B.8 F.5F.5 F.7F.7 1.1 1.1 B.2 B.7 E.2 F.2 'C2' 'C2' 'C2' 'C2' 'C2' 'C2' 'C2' 'C2' 'C2' 'C2' 'C2' 'C2' 'C1' 'C1' 'C1' 'C1' 'C2' 'C1' 'C2' 'C2' 'C2' EXTERIOR LIGHTING CODE DESCRIPTION DETAIL 26-56-BA EXTERIOR LIGHTING, TYPE C2, BRUCK SKYLINE `SKY-D W/ 2 7/16" LENGTH WAND` (LOW VOLTAGE). LUMINAIRE IS A SMALL AND LIGHT (3 oz) 1" APERTURE AND 5" LENGTH "FIXED DOWN" CYLINDER W/ GEM AND MARINE GRADE, HARD ANODIZED ALUMINUM HOUSING. E3/L-751 26-56-BB EXTERIOR LIGHTING, BRUCK SKYLINE CABLE CATENARY `EXT-SKY-CABLE` W/ TWIN COMBINED POWER AND KEVLAR SUSPENSION SYSTEM FOR TYPE C2 LUMINAIRE 26-56-BC EXTERIOR LIGHTING, BUILDING CONNECTOR FOR BRUCK SKYLINE OUTDOOR CABLE CATENARY SYSTEM SHALL BE "DESIGN ASSIST" W/ VERIFICATION BY ARCHITECT AND STRUCTURAL ENGINEER. USE NON-CORROSIVE ALUMINUM OR STAINLESS W/ ARCHITECTURAL FINISH. MOUNT CABLE AT 18`-9" ABOVE FINISH FLOOR (881.15`) OF HOTEL BUILDING 26-56-SA EXTERIOR LIGHTING, TYPE C1, STRUCTURA `AURA-SQR-D, 6X6` (LINE VOLTAGE). SUSPEND FROM STAINLESS STEEL CATENARY CABLING IN ACCORDANCE WITH MANUFACTURER`S INSTRUCTIONS. LUMINAIRE IS A LARGE 6` X 6` X 4" DEEP SOLID WOOD EXTERIOR LED RECTANGULAR PENDANT W/ STAINLESS STEEL RAIL AND SUSPENSION FOR CATENARY CABLE ATTACHMENT AS A PENDANT. A3/L-751 26-56-SB EXTERIOR LIGHTING, STAINLESS STEEL CATENARY CABLE FOR TYPE C1 LUMINAIRE (TWO CABLES PAIR WITH EACH TYPE C1 LUMINAIRE) 26-56-SC EXTERIOR LIGHTING, GALV. STEEL BUILDING CONNECTOR FOR STAINLESS STEEL CATENARY CABLE. CONNECTOR PLATE SHALL BE "DESIGN ASSIST" W/ VERIFICATION BY ARCHITECT AND STRUCTURAL ENGINEER. CONNECTOR PLATE MATERIAL SHALL BE GALV. STEEL W/ HIGH PERFOMANCE COATING W/ THREADED HUB FOR EYE BOLT AND SLEEVE FOR POWER CORD PASS-THROUGH. EYE BOLT SHALL BE STAINLESS STEEL. MOUNT CABLE AT 18`-9" ABOVE FINISH FLOOR (881.15`) OF HOTEL BUILDING REFERENCE NOTES SCHEDULE - TRAINING CENTER COURTARD CATENARY Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SCALE 0 5' 10' 20' A1 L-662 PLAN ENLARGEMENTS - CATENARY LIGHTING PLAN ENLARGEMENTS - CATENARY LIGHTING CATENARY LIGHTING GENERAL NOTES: 1. CATENARY LIGHTING PLAN ILLUSTRATES PROPOSED LUMINAIRE FIXTURE TYPE, MOUNTING AND LOCATION ONLY. ELECTRICAL DESIGN SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR AS DESIGN ASSIST PACKAGE. 2. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. 3. COMPLY WITH ALL APPLICABLE CODES FOR ELECTRICAL DESIGN. 4. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES.26.33'26.33'26.33'26-56-BA 26-56-BBTYP. TYP. 26-56-BATYP. 26-56-BCTYP. 26-56-BB 26-56-BBTYP. 26-56-BCTYP. 'TRAINING CENTER' BUILDING (SHOWN W/ FIRST FLOOR) 'HOTEL' BUILDING (SHOWN W/ FIRST FLOOR) 26-56-SA 26-56-SA 26-56-SA 26.33'6.58'26-56-SB 26-56-SB 26-56-SB 26-56-SB 26-56-SB 26-56-BB 26-56-SCTYP. APPROXIMATE OUTLINE (SOLID LINE) OF HOTEL BUILDING - THIRD FLOOR APPROXIMATE OUTLINE (DASHED LINE) OF HOTEL BUILDING - FIRST FLOOR APPROXIMATE OUTLINE (SOLID LINE) OF HOTEL BUILDING - THIRD FLOOR APPROXIMATE OUTLINE (DASHED LINE) OF HOTEL BUILDING - FIRST FLOOR 6.58'6.58'6.58'6.58'6.58'6.58'3.58'6.00'3.58'3.58'3.00'7.17'3.00'6.00'1.79'3.58'1.79'3.00'3.00'7.17'6.00'3.58'6.58'CATENARY LUMINAIRE BASELINE: BASELINE FOR TRANSVERSE LAYOUT OF CATENARY LUMINARIES ALIGNS W/ WEST EDGE OF BRICKSLOT TRENCH DRAIN SURROUND AND WEST FACE OF ARCHITECTURAL PRECAST SITE WALLS CATENARY LUMINAIRE OFFSET LINE: TYPICAL LAYOUT OFFSET FROM BASELINE IN 2'-0" INCREMENTS. THIRD FLOOR BRIDGE THIRD FLOOR BRIDGE COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-662 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/227.94'3 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - GENERAL SITE DEVELOPMENT SECTION | UNIT PAVING (MEDIUM DUTY) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATION NOTES: 1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. UNIT PAVING JOINTS: UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN ACCORDANCE WITH THE SPECIFICATIONS. 3. DO NOT CREATE DAM CONDITIONS IN CONCRETE PAVING SUBSTRATE THAT WILL PREVENT THE FLOW OF SUBSURFACE DRAINAGE RUNOFF. IF DAM CONDITIONS OR OTHER LOW POINTS EXIST IN THE CONCRETE PAVING SUBSTRATE, PROVIDE 2"Ø WEEP HOLES AT 2'-0" O.C. AS REQUIRED TO SUFFICIENTLY DRAIN THE CONCRETE SURFACE. FILL WEEP HOLES WITH A FREE-DRAINING AGGREGATE AND COVER WITH AN 8" SQUARE SEPARATION GEOTEXTILE SECURED BY TACK COAT. 4. SUBMIT SHOP DRAWINGS FOR ALL UNIT PAVING AREAS INDICATING PROPOSED ISOLATION AND CONTRACTION JOINTS IN CONCRETE BASE. TACK COAT LIME-TREATED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR SCHEDULED UNIT PAVING (SEE PLANS) MASTIC ADHESIVE 34" BITUMINOUS SETTING BED FINISH GRADE CONCRETE PAVING SLAB (SPEC. 321313) COMPACTED No. 53 STONE BASE6"8"34"3"L-701 P-21040-08 A6 SECTION | UNIT PAVING (EDGE TRANSITION) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATION'UT''CT'2X 8"'CT'XTACK COAT LIME-TREATED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR SCHEDULED UNIT PAVING (SEE PLANS) MASTIC ADHESIVE 34" BITUMINOUS SETTING BED CONCRETE JOINT DOWEL PER CONCRETE PAVING JOINT DETAILS COMPACTED No. 53 STONE BASE SCHEDULE CONCRETE PAVING W/ THICKENED EDGE (SEE PLANS) FINISH GRADE CONCRETE PAVING SLAB (SPEC. 321313) NOTES: 1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. COMPLY WITH PRIMARY UNIT PAVING SECTION DETAILS IDENTIFIED ON PLANS. 3. 'CT' = NOMINAL CONCRETE PAVING THICKNESS. 'UT' = NOMINAL UNIT PAVING AND SETTING BED THICKNESS. SEE PLANS AND UNIT PAVING DETAILS FOR ADDITIONAL INFORMATION. L-701 P-21040-10 B6 SECTION | UNIT PAVING (HEAVY DUTY) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATION NOTES: 1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. UNIT PAVING JOINTS: UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN ACCORDANCE WITH THE SPECIFICATIONS. 3. DO NOT CREATE DAM CONDITIONS IN CONCRETE PAVING SUBSTRATE THAT WILL PREVENT THE FLOW OF SUBSURFACE DRAINAGE RUNOFF. IF DAM CONDITIONS OR OTHER LOW POINTS EXIST IN THE CONCRETE PAVING SUBSTRATE, PROVIDE 2"Ø WEEP HOLES AT 2'-0" O.C. AS REQUIRED TO SUFFICIENTLY DRAIN THE CONCRETE SURFACE. FILL WEEP HOLES WITH A FREE-DRAINING AGGREGATE AND COVER WITH AN 8" SQUARE SEPARATION GEOTEXTILE SECURED BY TACK COAT. 4. SUBMIT SHOP DRAWINGS FOR ALL UNIT PAVING AREAS INDICATING PROPOSED ISOLATION AND CONTRACTION JOINTS IN CONCRETE BASE.8"8"34"3"TACK COAT LIME-TREATED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR SCHEDULED UNIT PAVING (SEE PLANS) MASTIC ADHESIVE 34" BITUMINOUS SETTING BED FINISH GRADE CONCRETE PAVING SLAB (SPEC. 321313) COMPACTED No. 53 STONE BASE L-701 P-21040-43 A4 SECTION | UNIT PAVING (EDGE TRANSITION) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATION NOTES: 1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. COMPLY WITH PRIMARY UNIT PAVING SECTION DETAILS IDENTIFIED ON PLANS. 3. 'CT' = NOMINAL CONCRETE PAVING THICKNESS. 'UT' = NOMINAL UNIT PAVING AND SETTING BED THICKNESS. SEE PLANS AND UNIT PAVING DETAILS FOR ADDITIONAL INFORMATION. 4. SUBMIT PRODUCT DATA FOR PRE-MANUFACTURED UNIT PAVING EDGE RESTRAINT FOR REVIEW.'CT''UT'4" 4" 2"8" 4"LIME-TREATED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR COMPACTED No. 53 STONE BASE SCHEDULED CONCRETE PAVING W/ THICKENED EDGE FOR UNIT PAVER SUBSTRATE (SEE PLANS) FINISH GRADE RAMSET/HILTI 34" NAIL, PER PERMALOC INSTALLATION GUIDELINES PRE-MANUFACTURED UNIT PAVING EDGE RESTRAINT, 3/16" X 1-5/8" 'STRUCTUREDGE' BY PERMALOC, MILL FINISH. INSTALL IN STRICT ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS MULCH LAYER, IF APPLICABLE (SEE PLANS) PLANTING SOIL MIX (SEE PLANS) SCHEDULED UNIT PAVING (SEE PLANS) EDGE OF UNIT PAVING AS SHOWN ON PLANS L-701 P-21040-11 B4SECTION | UNIT PAVING (ON STRUCTURAL SOIL) 1 1/2" = 1'-0" BITUMINOUS SETTING BED APPLICATIONDEPTH VARIESSUBGRADE COMPACTED TO 95% STANDARD PROCTOR SCHEDULED UNIT PAVING (SEE PLANS) MASTIC ADHESIVE 34" BITUMINOUS SETTING BED TACK COAT FINISH GRADE SCHEDULED CONCRETE PAVING FOR UNIT PAVER SUBSTRATE (SEE PLANS) COMPACTED STRUCTURAL SOIL (SPEC. 329119) NOTES: 1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. UNIT PAVING JOINTS: UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN ACCORDANCE WITH THE SPECIFICATIONS. 3. DO NOT CREATE DAM CONDITIONS IN CONCRETE PAVING SUBSTRATE THAT WILL PREVENT THE FLOW OF SUBSURFACE DRAINAGE RUNOFF. IF DAM CONDITIONS OR OTHER LOW POINTS EXIST IN THE CONCRETE PAVING SUBSTRATE, PROVIDE 2"Ø WEEP HOLES AT 2'-0" O.C. AS REQUIRED TO SUFFICIENTLY DRAIN THE CONCRETE SURFACE. FILL WEEP HOLES WITH A FREE-DRAINING AGGREGATE AND COVER WITH AN 8" SQUARE SEPARATION GEOTEXTILE SECURED BY TACK COAT. 4. 'CT' = NOMINAL CONCRETE PAVING THICKNESS. 'UT' = NOMINAL UNIT PAVING AND SETTING BED THICKNESS. SEE PLANS AND UNIT PAVING DETAILS FOR ADDITIONAL INFORMATION. 5. SEE PLANS AND SECTIONS FOR DEPTHS OF STRUCTURAL SOIL APPLICATIONS. 6. SUBMIT SHOP DRAWINGS FOR ALL UNIT PAVING AREAS INDICATING PROPOSED ISOLATION AND CONTRACTION JOINTS IN CONCRETE BASE.'CT''UT'DO NOT LIME-TREAT THE SUBSOIL UNDER PLANTING BEDS OR STRUCTURAL SOIL AREAS. L-701 P-21040-09 B2 UNIT PAVING EDGE @ PLANTING AREA 1 1/2" = 1'-0" MIN. 212"8"UNIT PAVING PRE-MANUFACTURED UNIT PAVING EDGE RESTRAINT, 3/16" X 1-5/8" STRUCTURE EDGE BY PERMALOC, MILL FINISH. INSTALL IN STRICT ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS MULCH LAYER, IF APPLICABLE or SOD LAWN (REF: PLANTING PLAN) RAMSET/HILTI 3/4" NAIL, PER PERMALOC INSTALLATION GUIDELINES PLANTING SOIL MIX (REF: PLANTING PLAN) CONCRETE PAVING W/ THICKENED EDGE COMPACTED No. 53 STONE BASE LIME-TREATED SUBGRADE COMPACTED TO 95% STANDARD PROCTOR EDGE OF PAVING AS SHOWN ON PLANS L-701 P-21040-127 A1 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-701 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 3 3 3 33 3 3 3 3 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - GENERAL SITE DEVELOPMENT SECTION | CONCRETE PAVING JOINTS 1 1/2" 1'-0" 1/4" 14" 12" ISOLATION JOINT WITHIN PAVING ('IJ'): ISOLATION JOINT @ VERTICAL CONSTRUCTION: 3"3" NOTE: DO NOT RETRACE TOOLED JOINTS AFTER BROOM FINISH, UNLESS NOTED OTHERWISE. NOTE: SAWCUT JOINT AS SOON AS POSSIBLE AFTER THE CONCRETE HARDENS. THE CONCRETE IS HARD ENOUGH WHEN THE BLADE DOES NOT DISLODGE AGGREGATE AND WHEN THE EDGES OF THE CUT DO NOT RAVEL. COMPLETE SAWCUTTING BEFORE SHRINKAGE BECOMES SUFFICIENT TO PRODUCE CRACKING. TOOLED ISOLATION JOINT (1/4" EDGE RADIUS EACH SIDE) W/ PRE-FORMED JOINT MATERIAL, ZIP-STRIP AND CONCRETE PAVING JOINT SEALANT CONCRETE PAVING WELDED-WIRE REINFORCEMENT PER PAVING DETAIL (IF REQUIRED BY SPEC.) 18"L X 1/2"Ø SMOOTH JOINT DOWEL @ 24" O.C. ROUND DOWEL MAY BE REPLACED WITH A STANDARD PLATE DOWEL INSTALLED PER MFR'S INSTRUCTIONS. DRILL HOLE 1/8" LARGER THAN JOINT DOWEL DIA. TO ALLOW FREE MOVEMENT 12" BUILDING FACE, STRUCTURE, COLUMN, WALL, ETC. 3" NOTE: DO NOT RETRACE TOOLED JOINTS AFTER BROOM FINISH, UNLESS NOTED OTHERWISE. TOOLED ISOLATION JOINT (1/4" EDGE RADIUS) W/ PRE-FORMED JOINT MATERIAL, ZIP-STRIP AND CONCRETE PAVING JOINT SEALANT CONCRETE PAVING PER PLANS WELDED-WIRE REINFORCEMENT PER PAVING DETAIL (IF REQUIRED BY SPEC.) 18"L X 1/2"Ø SMOOTH JOINT DOWEL @ 24" O.C. ACROSS BLDG. INGRESS/EGRESS POINTS ONLY. ROUND DOWEL MAY BE REPLACED WITH A STANDARD PLATE DOWEL INSTALLED PER MANUFACTURER'S INSTRUCTIONS. DRILL HOLE 1/8" LARGER THAN JOINT DOWEL DIA. TO ALLOW FREE MOVEMENT CONTRACTION JOINT 'A' ('CJ-A') - SINGLE CUT JOINT: 18"1"MIN.NOTE: SAWCUT JOINT AS SOON AS POSSIBLE AFTER THE CONCRETE HARDENS. THE CONCRETE IS HARD ENOUGH WHEN THE BLADE DOES NOT DISLODGE AGGREGATE AND WHEN THE EDGES OF THE CUT DO NOT RAVEL. COMPLETE SAWCUTTING BEFORE SHRINKAGE BECOMES SUFFICIENT TO PRODUCE CRACKING. SAWCUT CONTRACTION JOINT CONCRETE PAVING PER PLANS WELDED-WIRE REINFORCEMENT PER PAVING DETAIL (IF REQUIRED BY SPEC.)14"34"5 8"'DOUBLE CUT' SAWCUT CONTRACTION JOINT W/ 1/4" ENTRY CUT AND 5/8" OVERALL WIDTH (OR AS APPROVED) CONCRETE PAVING PER PLANS WELDED-WIRE REINFORCEMENT PER PAVING DETAIL (IF REQUIRED BY SPEC.) NOTE: DO NOT RETRACE TOOLED JOINTS AFTER BROOM FINISH, UNLESS NOTED OTHERWISE. TOOLED CONTRACTION JOINT W/ 1/4" EDGE RADIUS (EACH SIDE) CONCRETE PAVING PER PLANS WELDED-WIRE REINFORCEMENT PER PAVING DETAIL (IF REQUIRED BY SPEC.) CONTRACTION JOINT 'B' ('CJ-B') - DOUBLE-CUT JOINT: CONTRACTION JOINT 'C' ('CJ-C') - TOOLED EDGE RADIUS: CONSTRUCTION JOINT - TONGUE AND GROOVE W/ TOOLED EDGE RADIUS: 3" 3" NOTE: DO NOT RETRACE TOOLED JOINTS AFTER BROOM FINISH, UNLESS NOTED OTHERWISE. TOOLED CONSTRUCTION JOINT W/ 1/4" EDGE RADIUS (EACH SIDE) CONCRETE PAVING PER PLANS WELDED-WIRE REINFORCEMENT PER PAVING DETAIL (IF REQUIRED BY SPEC.) TRAPEZOIDAL SHAPE FORMED KEYWAY 1"MIN.1"MIN.A1 P-21040-17 L-702 PLAN DETAIL | CONCRETE PAVING REINFORCING 1 1/2" 1'-0" SLAB PENETRATIONS NOTES: 1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. DO NOT LET REINFORCEMENT CROSS SAWCUTS NEARBY OR OTHER JOINTS THAT ALLOW FOR MOVEMENT. 3. BOTTOM REINFORCEMENT IS REQUIRED ONLY FOR SLABS GREATER THAN OR EQUAL TO 6-INCHES IN DEPTH. TOP REINFORCEMENT IS REQUIRED AT ALL INSTANCES. CIRCULAR SLAB PENETRATION REINFORCING: 1"CLR.1"CLR.45°1'-6"1'-6"RECTANGULAR SLAB PENETRATION REINFORCING: ISOLATION JOINT BETWEEN CONCRETE SLAB AND CIRCULAR-SHAPED SLAB-PENETRATING SITE FEATURE SINGULAR CONCRETE SLAB AS FINAL SURFACE MATERIAL OR SUBSTRATE FOR ALTERNATE FINISH MATERIAL SUCH AS UNIT PAVING BUILDING COLUMN, PLANTING AREA, TREE GRATE, UTILITY STRUCTURE FRAME AND CASTING, BOLLARD, LIGHT POLE BASE OR OTHER SITE FEATURE RESULTING IN A CONCRETE SLAB PENETRATION (2) #4 HOOPS W/ 8" LAP EACH @ TOP & BOTTOM · 1" CLR. FROM TOP · 2" CLR. FROM BOTTOM · SEE NOTES 2 & 3 ISOLATION JOINT BETWEEN CONCRETE SLAB AND RECTANGULAR-SHAPED SLAB-PENETRATING SITE FEATURE SINGULAR CONCRETE SLAB AS FINAL SURFACE MATERIAL OR SUBSTRATE FOR ALTERNATE FINISH MATERIAL SUCH AS UNIT PAVING BUILDING COLUMN, PLANTING AREA, TREE GRATE, UTILITY STRUCTURE FRAME AND CASTING, BOLLARD, LIGHT POLE BASE OR OTHER SITE FEATURE RESULTING IN A CONCRETE SLAB PENETRATION (2) #4 @ TOP & BOTTOM · 1" CLR. FROM TOP · 2" CLR. FROM BOTTOM · SEE NOTES 2 & 3 IMPLIED REENTRANT CORNER A2 P-21040-18 L-702 1"CLR.45°1'-6"1'-6"1'-6"1'-6"PLAN DETAIL | CONCRETE PAVING REINFORCING 1 1/2" 1'-0" SPECIAL CONDITIONS REENTRANT (INSIDE) CORNER REINFORCING: DISCONTINUOUS JOINT REINFORCING: 1" CLR. EDGE OF CONCRETE PAVING -OR- ISOLATION JOINT BETWEEN CONCRETE SLAB AND BUILDING OR SITE FEATURE FORMING A REENTRANT CORNER SINGULAR CONCRETE SLAB POUR (WITH ABSENCE OF JOINTS) AS FINAL SURFACE MATERIAL OR SUBSTRATE FOR ALTERNATE FINISH MATERIAL SUCH AS UNIT PAVING BUILDING COLUMN, PLANTING AREA, TREE GRATE OR OTHER SITE FEATURE RESULTING IN A CONCRETE SLAB PENETRATION (2) #4 @ TOP & BOTTOM · 1" CLR. FROM TOP · 2" CLR. FROM BOTTOM · SEE NOTES 2 & 3 REENTRANT CORNER SINGULAR CONCRETE SLAB POUR AS FINAL SURFACE MATERIAL OR SUBSTRATE FOR ALTERNATE FINISH MATERIAL SUCH AS UNIT PAVING (2) #4 @ TOP & BOTTOM · 1" CLR. FROM TOP · 2" CLR. FROM BOTTOM · SEE NOTES 2 & 3 CONTRACTION OR CONSTRUCTION JOINT PER PLANS AND DETAILS (THE PRESENCE OF AN ISOLATION JOINT WOULD NEGATE THE NEED FOR DISTCONTINUOUS JOINT REINFORCING) DISCONTINUOUS CONTRACTION OR CONSTRUCTION JOINT (TERMINATES AT JOINT RUNNING IN OPPOSITE DIRECTION) NOTES: 1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. DO NOT LET REINFORCEMENT CROSS SAWCUTS NEARBY OR OTHER JOINTS THAT ALLOW FOR MOVEMENT. 3. BOTTOM REINFORCEMENT IS REQUIRED ONLY FOR SLABS GREATER THAN OR EQUAL TO 6-INCHES IN DEPTH. TOP REINFORCEMENT IS REQUIRED AT ALL INSTANCES. A4 P-21040-19 L-702 SECTION | CONCRETE PAVING (LIGHT DUTY) 1 1/2" 1'-0" NOTES: 1. SEE DIVISIONS 31 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE FOR JOINT DETAILS. 3. REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE FOR REENTRANT CORNER REINFORCING DETAILS. 4. PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE FOR PIPE PENETRATION REINFORCING DETAILS. A1 L-702 A4 L-702 A2 L-7026"6"COMPACTED, LIME-TREATED SUBGRADE COMPACTED INDOT NO. 53 CRUSHED STONE BASE COURSE WELDED-WIRE REINFORCEMENT PLACED MID-DEPTH (IF REQUIRED BY SPECIFICATIONS) CONCRETE PAVING (FINISH PER PLANS AND SPECIFICATIONS) L-702 P-21040-14 A6 SECTION | CONCRETE PAVING (MEDIUM DUTY) 1 1/2" 1'-0" NOTES: 1. SEE DIVISIONS 31 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE FOR JOINT DETAILS. 3. REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE FOR REENTRANT CORNER REINFORCING DETAILS. 4. PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE FOR PIPE PENETRATION REINFORCING DETAILS. A1 L-702 A4 L-702 A2 L-7026"8"COMPACTED, LIME-TREATED SUBGRADE COMPACTED INDOT NO. 53 CRUSHED STONE BASE COURSE WELDED-WIRE REINFORCEMENT PLACED MID-DEPTH (IF REQUIRED BY SPECIFICATIONS) CONCRETE PAVING (FINISH PER PLANS AND SPECIFICATIONS) L-702 P-21040-15 B6 SECTION | CONCRETE PAVING (HEAVY DUTY) 1 1/2" 1'-0" NOTES: 1. SEE DIVISIONS 31 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. CONCRETE PAVING JOINTS: SEE PLANS FOR JOINT TYPES AND LOCATIONS. SEE FOR JOINT DETAILS. 3. REENTRANT CORNERS: ALL REENTRANT CORNERS SHALL BE REINFORCED. SEE FOR REENTRANT CORNER REINFORCING DETAILS. 4. PIPE PENETRATIONS: ALL PIPE PENETRATIONS SHALL BE REINFORCED. SEE FOR PIPE PENETRATION REINFORCING DETAILS. A1 L-702 A4 L-702 A2 L-7028"8"COMPACTED, LIME-TREATED SUBGRADE COMPACTED INDOT NO. 53 CRUSHED STONE BASE COURSE WELDED-WIRE REINFORCEMENT PLACED MID-DEPTH (IF REQUIRED BY SPECIFICATIONS) CONCRETE PAVING (FINISH PER PLANS AND SPECIFICATIONS) L-702 P-21040-16 D6 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-702 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 3 3 3 3 3 3 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - GENERAL SITE DEVELOPMENT SECTION | CONCRETE STAIRWAY (6-INCH RISERS) 3/4" 1'-0" VARIES - SEE PLANS FOR QUANTITY OF EQUAL TREADS AND RISERS T/STAIR SEE PLANS T/PAVING SEE PLANSEQUAL RISER HEIGHTS - REFER TOPLANS FOR TOTAL ELEVATIONCHANGE AND QUANTITY OF RISERSNOTES: 1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. REFER TO GRADING PLANS FOR "TOP OF STAIR" AND "TOP OF PAVING" ELEVATIONS. "TOP OF PAVING" ELEVATION SHALL ALSO DENOTE "BOTTOM OF STAIR" ELEVATION. 3. THIS DETAIL IS INTENDED TO APPLY TO STAIRWAYS WITH ANY NUMBER OF TREAD AND RISERS. REFER TO SITE FEATURES AND/OR GRADING PLANS FOR THE QUANTITY OF TREADS AND RISERS AT EACH STAIRWAY. 4. STAIRWAY CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CURRENT LOCAL, STATE AND FEDERAL CODES AND LAWS, INCLUDING BUT NOT LIMITED TO ADAAG AND INTERNATIONAL BUILDING CODE. WHERE CONFLICTS EXIST, THE MORE RESTRICTIVE REQUIREMENT IS TO BE FOLLOWED. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONCERNS WELL IN ADVANCE OF CONSTRUCTION. 5. TREADS SHALL NOT SLOPE MORE THAN 2% IN ANY DIRECTION, BUT SHALL HAVE MINIMUM WASH INDICATED. 6. KEYED CONSTRUCTION JOINT SHOWN IS OPTIONAL. THE STAIRWAY MAY BE CONSTRUCTED AS A SINGLE POUR BY THE CONTRACTOR AS DESIRED. 7. REFER TO OTHER DETAILS FOR HANDRAILS. 1'-0" 6" 6"3'-0"2'-6"6"1'-8"3"CLR.TOP TREAD 1% WASH 'R'KEYED CONSTRUCTION JOINT (OPTIONAL) CONCRETE TURN-DOWN FOOTING CONCRETE STAIR W/ TRANSVERSE MEDIUM BROOM FINISH 1'-8" CONCRETE PAVING PER PLANS 8 0 ° CONTRACTION JOINT 'C (REFER TO "CONCRETE PAVING JOINT DETAILS") ISOLATION JOINT (REFER TO "CONCRETE PAVING JOINT DETAILS") #5 CONT. @ 12" O.C. #5 BENT REBAR @ 12" O.C. #5 DOWEL @ 12" O.C. W/ 2'-8" MINIMUM LAP CONCRETE PAVING PER PLANS W/ THICKENED EDGE FOR GROUND-MOUNT HANDRAIL POST COMPACTED SUBGRADE COMPACTED CRUSHED STONE BASE COURSE 12"L X 12"Ø JOINT DOWEL @ 24" O.C.; DRILL HOLE IN STAIR CONCRETE 1/8" LARGER THAN JOINT DOWEL DIAMETER TO ALLOW FOR FREE MOVEMENT 7"6"3"CLR.HANDRAIL PER PLANS (BEYOND) 1'-0" TYPICAL TREAD #4 (EPOXY-COATED) CONT. @ NOSING (2" CLR.) 12" RADIUS (MAX.) TYPICAL RISER ('R') PER PLANS COMPACTED CRUSHED STONE BASE COURSE L-703 P-21040-29 A4 SECTION | CONCRETE CURB (VERTICAL) 3/4" 1'-0" BATTERED FACE NOTES: 1. SEE DIVISIONS 31 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. TYPICAL EXPOSED CURB FACE IS 6", BUT INSTANCES OF MORE OR LESS EXPOSED CURB FACE MAY BE REQUIRED. REFER TO GRADING PLANS FOR VARIANCES. MAXIMUM EXPOSED CURB FACE SHALL BE 8". 3. CONCRETE CURB JOINTS: 3.1. SINGLE-ENTRY SAWCUT CONTRACTION JOINTS (1" DEPTH) LOCATED 10'-0" O.C., UNLESS NOTED OTHERWISE, SHALL BE PROVIDED. 3.2. CONTRACTION AND ISOLATION JOINTS SHALL ALIGN WITH SUCH JOINTS FOR ADJOINING CONCRETE PAVING AS SHOWN ON PLANS. SEE FOR ADDITIONAL INFORMATION. 6"1'-8"6"9" 4" 4" COMPACTED SUBGRADE COMPACTED CRUSHED STONE BASE COURSE ASPHALT (OR OTHER) PAVING (REFER TO PLANS FOR TYPE) 6"L X 12"Ø JOINT DOWEL @ 24" O.C.; DRILL HOLE IN CURB CONCRETE 18" LARGER THAN JOINT DOWEL DIAMETER TO ALLOW FOR FREE MOVEMENT ISOLATION JOINT, IF APPLICABLE (REFER TO "CONCRETE PAVING JOINT DETAILS")CONCRETE CURB A1 L-702 R2 "6"CONCRETE (OR OTHER) PAVING -OR- PLANTING AREA (REFER TO PLANS) 14" EDGE RADIUS L-703 P-21040-50 E2 SECTION | PLANTER CURB 1 1/2" 1'-0" 8" NOTES: 1. SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY. ISOMETRIC VIEW @ CORNER:7"12"4"3 8" WIDE JOINT W/ 12" DEPTH JOINT SEALANT AND BACKER ROD, TYP. (SPEC. 079200) COMPACTED STRUCTURAL SOIL (SPEC. 329119) CONCRETE PAVING WITH THICKENED EDGE - SEE PLANS (SPEC. 321316) STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE JOINT SEALANT W/ BACKER ROD, TYP. (SPEC. 079200) 12" DEPTH MANUFACTURED SOIL MIX (SPEC. 329119) MORTAR SETTING BED FINISH GRADE 2" DEPTH ORGANIC MULCH (SPEC. 329300) ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) GEOTEXTILE L-703 P-21040-28 D4 SECTION | PLANTER CURB 1 1/2" 1'-0"6"3"34"4"8" NOTES: 1. SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY. 2. UNIT PAVING JOINTS: UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN ACCORDANCE WITH THE SPECIFICATIONS. 3. DO NOT CREATE DAM CONDITIONS IN CONCRETE PAVING SUBSTRATE THAT WILL PREVENT THE FLOW OF SUBSURFACE DRAINAGE RUNOFF. ISOMETRIC VIEW @ CORNER: 3 8" WIDE JOINT W/ 12" DEPTH JOINT SEALANT AND BACKER ROD, TYP. (SPEC. 079200) COMPACTED STRUCTURAL SOIL (SPEC. 329119) CONCRETE PAVING FOR UNIT PAVER SUBSTRATE W/ THICKENED EDGE (SEE PLANS) STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE TACK COAT FOR SETTING BED 12" DEPTH MANUFACTURED SOIL MIX (SPEC. 329119) BITUMINOUS SETTING BED MASTIC ADHESIVE FINISH GRADE 2" DEPTH ORGANIC MULCH (SPEC. 329300) ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) SCHEDULED UNIT PAVING (SEE PLANS) GEOTEXTILE L-703 P-21040-27 D6 2 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-703 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - GENERAL SITE DEVELOPMENT DETAIL | HANDRAIL POST (GROUND MOUNT) 3" 1'-0" 2"EQ. EQ. 312"Ø CONCRETE PAVING APPLICATION:6" MIN.3'-0"C5 L-704 DETAIL HANDRAIL POST ESCUTCHEON PLATE HANDRAIL (DASHED): 2" O.D. PIPE (SPEC. 055213) SHAPE HANDRAIL POST TO MATCH PROFILE OF HANDRAIL, TYP. HANDRAIL POST: 3 4" X 2" BAR STOCK (SPEC. 055213) FINISH GRADE CONCRETE PAVING PER PLANS AND DETAILS; THICKEN AS REQ'D FOR MIN. HANDRAIL EMBEDMENT FILL CORE-DRILLED HOLE COMPLETELY W/ NON-SHRINK GROUT CONCRETE PAVING FOR UNIT PAVER SUBSTRATE; THICKEN AS REQ'D FOR MIN. HANDRAIL EMBEDMENT CORE-DRILLED HOLE L-704 P-21040-23 A5 ARCHITECTURAL PRECAST TREAD APPLICATION: DETAIL | HANDRAIL POST (GROUND MOUNT) 3" 1'-0"8"34"VARIES3'-0"6" MIN.3 12"Ø C5 L-704 DETAIL HANDRAIL POST ESCUTCHEON PLATE 2"EQ. EQ. FINISH GRADE ARCHITECTURAL PRECAST CONCRETE TREAD PER STAIR DETAILS CORE-DRILLED HOLE HANDRAIL (DASHED): 2" O.D. PIPE (SPEC. 055213) SHAPE HANDRAIL POST TO MATCH PROFILE OF HANDRAIL, TYP. HANDRAIL POST: 34" X 2" BAR STOCK (SPEC. 055213) FILL CORE-DRILLED HOLE COMPLETELY W/ NON-SHRINK GROUT MORTAR SETTING BED CONCRETE SUBSTRATE W/ THICKENED EDGE, TYP. (SEE PLANS) L-704 P-21040-22 A3ELEVATION | ONE-RISER HANDRAIL 1" 1'-0" 1'-0" VARIES VARIES34" 3 4"3'-0"VARIESHANDRAIL POST: 34" X 2" BAR STOCK (SPEC. 055213)VARIES,SEE PLANSFINISH GRADE HANDRAIL: 2" O.D. PIPE (SPEC. 055213) MITER JOINT SHAPE HANDRAIL POST TO MATCH PROFILE OF HANDRAIL, TYP. PRECAST TREAD AND UNIT PAVING APPLICATION:14"C3 L-704 DETAIL HANDRAIL POST (GROUND MOUNT) A3 L-704 DETAIL HANDRAIL POST (GROUND MOUNT) L-704 P-21040-31 A1 PLAN: SECTION 'A-A': A A NOTES: 1. SET ESCUTCHEON PLATE ON SILICONE ADHESIVE BASE. 2. SUBMIT COMPLETE SHOP DRAWINGS FOR REVIEW PER SPEC. 055213. DETAIL | HANDRAIL POST ESCUTCHEON PLATE 6" 1'-0" 1116" CL 1516" R2" 1116" 1116" 1516"1516"78"1916"1916"4"2"2" 4" 1116" 1516" R2"HANDRAIL POST PER ELEVATIONS AND DETAILS HANDRAIL POST PER ELEVATIONS AND DETAILS FINISH GRADE PAVING OR STAIR TREAD SUBSTRATE PER PLANS AND DETAILS NON-SHRINK GROUT PER HANDRAIL EMBEDMENT DETAILS JOINT SEALANT (CLEAR), TYP. 3 12"Ø CORE DRILL HOLE 14" X 4"Ø ESCUTCHEON PLATE (SPEC. 055213) 14" X 4"Ø ESCUTCHEON PLATE (SPEC. 055213) 3 12"Ø CORE DRILL HOLE L-704 P-21040-26 C5 DETAIL | HANDRAIL POST (GROUND MOUNT) 3" 1'-0" 2"EQ. EQ. 312"Ø UNIT PAVING BITUMINUOUS SETTING BED APPLICATION: NOTE: THIS DETAIL ASSUMES THAT UNIT PAVING IS INSTALLED PRIOR TO HANDRAIL. REFER TO FOR ALTERNATE DETAIL. C1 L-704 C5 L-704 DETAIL HANDRAIL POST ESCUTCHEON PLATE FINISH GRADE HANDRAIL (DASHED): 2" O.D. PIPE (SPEC. 055213) SHAPE HANDRAIL POST TO MATCH PROFILE OF HANDRAIL, TYP. HANDRAIL POST: 34" X 2" BAR STOCK (SPEC. 055213) UNIT PAVING PER PLANS AND DETAILS CORE-DRILLED HOLE FILL CORE-DRILLED HOLE COMPLETELY W/ NON-SHRINK GROUT BITUMINOUS SETTING BED CONCRETE PAVING FOR UNIT PAVER SUBSTRATE; THICKEN AS REQ'D FOR MIN. HANDRAIL EMBEDMENT3"9 34" MIN.3'-0"34"6" MIN.L-704 P-21040-25 C3DETAIL | HANDRAIL POST (GROUND MOUNT) 3" 1'-0" 2" EQ. EQ. 312"Ø UNIT PAVING BITUMINUOUS SETTING BED APPLICATION: NOTE: THIS DETAIL ASSUMES THAT UNIT PAVING IS INSTALLED AFTER THE HANDRAIL. REFER TO FOR ALTERNATE DETAIL. C3 L-704 C5 L-704 DETAIL HANDRAIL POST ESCUTCHEON PLATE HANDRAIL (DASHED): 2" O.D. PIPE (SPEC. 055213) SHAPE HANDRAIL POST TO MATCH PROFILE OF HANDRAIL, TYP. HANDRAIL POST: 34" X 2" BAR STOCK (SPEC. 055213)3"9 34" MIN.3'-0"34"6" MIN.FINISH GRADE UNIT PAVING PER PLANS AND DETAILS CORE-DRILLED HOLE BITUMINOUS SETTING BED CONCRETE PAVING FOR UNIT PAVER SUBSTRATE; THICKEN AS REQ'D FOR MIN. HANDRAIL EMBEDMENT FILL CORE-DRILLED HOLE COMPLETELY W/ NON-SHRINK GROUT 3 1 2" I.D. X 18" TYPE 304 S.S. PIPE 316" TYPE 304 S.S. PLATE W/ CENTER HOLE (4) 4" X 38"Ø S.S. EXPANSION ANCHORS 4" 4" L-704 P-21040-24 C1 PRECAST TREAD AND UNIT PAVING APPLICATION: ELEVATION | MULTI-RISER HANDRAIL 1" 1'-0" 1'-0" VARIES VARIES 3 4" 34"3'-0"VARIESHANDRAIL POST: 34" X 2" BAR STOCK (SPEC. 055213)VARIES,SEE PLANSFINISH GRADE HANDRAIL: 2" O.D. PIPE (SPEC. 055213) MITER JOINT, TYP. SHAPE HANDRAIL POST TO MATCH PROFILE OF HANDRAIL, TYP.14"C3 L-704 DETAIL HANDRAIL POST (GROUND MOUNT) A3 L-704 DETAIL HANDRAIL POST (GROUND MOUNT) 1 TREAD DEPTH A6 P-21040-142L-704 2 1'-0" MIN. VARIES VARIES34 "3 4"3'-0"VARIESHANDRAIL POST: 34" X 2" BAR STOCK (SPEC. 055213) FINISH GRADE HANDRAIL: 2" O.D. PIPE (SPEC. 055213) MITER JOINT, TYP. SHAPE HANDRAIL POST TO MATCH PROFILE OF HANDRAIL, TYP. PRECAST TREAD AND UNIT PAVING APPLICATION: C3 L-704 DETAIL HANDRAIL POST (GROUND MOUNT) ELEVATION | ACCESSIBLE RAMP HANDRAIL 1" 1'-0"14"A5 L-704 DETAIL HANDRAIL POST (GROUND MOUNT) 1'-0" MIN. E4 P-21040-143L-704 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-704 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - GENERAL SITE DEVELOPMENTDETAIL | UTILITY ACCESS COVER TRAY @ UNIT PAVING 1 1/2" = 1'-0" SECTION VIEW: PLAN VIEW: STORM WATER & SANITARY SEWER MANHOLE APPLICATION CLEQ. EQ. 2'-3916" TRAY OPENING CLEQ.EQ. 2'-3916" TRAY OPENING EQ.EQ.2'-3916" TRAY OPENING'UT''CT'VARIESCLR1'-1" STORM/SANITARY STRUCTURE (REF: CIVIL DWGS.) STORM/SANITARY STRUCTURE CASTING FRAME AND COVER (REF: CIVIL DWGS.) SCHEDULED UNIT PAVING (SEE PLANS) COMPACTED AGGREGATE BASE (PER SCHEDULED CONCRETE PAVING) COMPACTED SUBGRADE TO 95% STANDARD PROCTOR SCHEDULED CONCRETE PAVING W/ THICKENED EDGE FOR UNIT PAVER SUBSTRATE (SEE PLANS) CENTERLINE OF STORM/SANITARY STRUCTURE MANHOLE AND CASTING 34" BITUMINOUS SETTING BED MASTIC ADHESIVE TACK COAT FINISH GRADE (TOP OF PAVING) CENTERLINE OF STORM/SANITARY STRUCTURE MANHOLE AND CASTING OUTLINE OF STORM/SANITARY STRUCTURE CASTING COVER (BELOW) OUTLINE OF STORM/SANITARY STRUCTURE CASTING FRAME (BELOW) REMOVABLE UTILITY ACCESS COVER TRAY FRAME AND FLANGES (BELOW) REMOVABLE UTILITY ACCESS COVER TRAY W/ UNIT PAVING INLAY SCHEDULED UNIT PAVING (SEE PLANS; PATTERN SHOWN MAY VARY) CORNER LIFTING KEY INTEGRAL TO TRAY, TYP. CUT UNIT PAVING AS NECESSARY TO MAKE PROPER FIT TO FRAME AND TRAY WHILE MAINTAINING INDICATED UNIT PAVING PATTERN THROUGH FRAME AND TRAY SCHEDULED UNIT PAVING (SEE PLANS) REMOVABLE UTILITY ACCESS COVER TRAY REMOVABLE UTILITY ACCESS COVER TRAY FRAME AND FLANGES NEOPRENE PAD (ADHERE TO BOTTOM OF TRAY) STORM/SANITARY STRUCTURE CASTING COVER (REF: CIVIL DWGS.) STORM/SANITARY STRUCTURE CASTING FRAME (REF: CIVIL DWGS.) ANCHOR PER REMOVABLE UTILITY ACCESS COVER TRAY/FRAME MNFR. RECOMMENDATIONS SCHEDULED CONCRETE PAVING W/ THICKENED EDGE FOR UNIT PAVER SUBSTRATE (SEE PLANS) BITUMINOUS SETTING BED SCHEDULED UNIT PAVING (SEE PLANS) NOTES: 1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. UNIT PAVING JOINTS: UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN ACCORDANCE WITH THE SPECIFICATIONS. 3. DO NOT CREATE DAM CONDITIONS IN CONCRETE PAVING SUBSTRATE THAT WILL PREVENT THE FLOW OF SUBSURFACE DRAINAGE RUNOFF. 4. 'CT' = NOMINAL CONCRETE PAVING THICKNESS. 'UT' = NOMINAL UNIT PAVING AND SETTING BED THICKNESS. SEE PLANS AND UNIT PAVING DETAILS FOR ADDITIONAL INFORMATION. 5. UTILITY ACCESS COVER TRAY AND FRAME: SUBMIT PRODUCT DATA, SHOP DRAWINGS AND MATERIAL CERTIFICATES FOR REVIEW/APPROVAL. 5.1. MANUFACTURER: WUNDERCOVERS, INC. (HIGHWAY SAFETY GROUP OF LUMEWAY) 3432 DENMARK AVE., SUITE 214 EAGAN, MN 55123 (508) 829-2112 WWW.WUNDERCOVERS.COM 5.2. MODEL: 70cm X 70cm 5.3. MATERIAL: TYPE 304 STAINLESS-STEEL RIM ELEVATON PER PLANS TOP OF PAVING PER PLANS RISER RINGS, TYP. (REF: CIVIL DWGS.) REMOVABLE UTILITY ACCESS COVER TRAY W/ FRAME AND UNIT PAVING INLAY L-705 P-21040-76 A1 DETAIL | UTILITY ACCESS COVER TRAY @ UNIT PAVING 1 1/2" = 1'-0" WATER VALVE APPLICATIONCL CL SECTION VIEW: CL EQ.1'-1158" TRAY OPENINGEQ.EQ. EQ. 1'-1158" TRAY OPENING'UT''CT'PLAN VIEW: NOTES: 1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. UNIT PAVING JOINTS: UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN ACCORDANCE WITH THE SPECIFICATIONS. 3. DO NOT CREATE DAM CONDITIONS IN CONCRETE PAVING SUBSTRATE THAT WILL PREVENT THE FLOW OF SUBSURFACE DRAINAGE RUNOFF. 4. 'CT' = NOMINAL CONCRETE PAVING THICKNESS. 'UT' = NOMINAL UNIT PAVING AND SETTING BED THICKNESS. SEE PLANS AND UNIT PAVING DETAILS FOR ADDITIONAL INFORMATION. 5. UTILITY ACCESS COVER TRAY AND FRAME: SUBMIT PRODUCT DATA, SHOP DRAWINGS AND MATERIAL CERTIFICATES FOR REVIEW/APPROVAL. 5.1. MANUFACTURER: WUNDERCOVERS, INC. (HIGHWAY SAFETY GROUP OF LUMEWAY) 3432 DENMARK AVE., SUITE 214 EAGAN, MN 55123 (508) 829-2112 WWW.WUNDERCOVERS.COM 5.2. MODEL: 60cm X 60cm 5.3. MATERIAL: TYPE 304 STAINLESS-STEEL EQ. EQ. 1'-1158" TRAY OPENING SCHEDULED UNIT PAVING (SEE PLANS) REMOVABLE UTILITY ACCESS COVER TRAY REMOVABLE UTILITY ACCESS COVER TRAY FRAME AND FLANGES WATER VALVE BOX CASTING FRAME (REF: CIVIL DWGS.) ANCHOR PER REMOVABLE UTILITY ACCESS COVER TRAY/FRAME MNFR. RECOMMENDATIONS SCHEDULED CONCRETE PAVING W/ THICKENED EDGE FOR UNIT PAVER SUBSTRATE (SEE PLANS) SCHEDULED UNIT PAVING (SEE PLANS) AGGREGATE FOR WATER VALVE RISER (REF: CIVIL DWGS.) WATER VALVE BOX CASTING FRAME AND COVER; RECESS AS REQ'D TO ACCOMODATE DOME PROFILE (REF: CIVIL DWGS.) SCHEDULED UNIT PAVING (SEE PLANS) COMPACTED AGGREGATE BASE (PER SCHEDULED CONCRETE PAVING) COMPACTED SUBGRADE TO 95% STANDARD PROCTOR SCHEDULED CONCRETE PAVING FOR UNIT PAVER SUBSTRATE (SEE PLANS) CENTERLINE OF WATER VALVE BOX AND CASTING 3 4" BITUMINOUS SETTING BED MASTIC ADHESIVE TACK COAT FINISH GRADE (TOP OF PAVING) CENTERLINE OF WATER VALVE BOX AND CASTING OUTLINE OF WATER VALVE BOX CASTING FRAME (BELOW) REMOVABLE UTILITY ACCESS COVER TRAY FRAME AND FLANGES (BELOW) REMOVABLE UTILITY ACCESS COVER TRAY W/ UNIT PAVING INLAY SCHEDULED UNIT PAVING (SEE PLANS; PATTERN SHOWN MAY VARY) CORNER LIFTING KEY INTEGRAL TO TRAY, TYP. CUT UNIT PAVING AS NECESSARY TO MAKE PROPER FIT TO FRAME AND TRAY WHILE MAINTAINING INDICATED UNIT PAVING PATTERN THROUGH FRAME AND TRAY TOP OF PAVING PER PLANS RIM ELEVATION PER PLANS REMOVABLE UTILITY ACCESS COVER TRAY W/ FRAME AND UNIT PAVING INLAY L-705 P-21040-77 A3 DETAIL | UTILITY ACCESS COVER TRAY 1 1/2" = 1'-0" CLEANOUT VALVE APPLICATION @ UNIT PAVING: NOTES: 1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. UNIT PAVING JOINTS: UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN ACCORDANCE WITH THE SPECIFICATIONS. 3. DO NOT CREATE DAM CONDITIONS IN CONCRETE PAVING SUBSTRATE THAT WILL PREVENT THE FLOW OF SUBSURFACE DRAINAGE RUNOFF. 4. 'CT' = NOMINAL CONCRETE PAVING THICKNESS. 'UT' = NOMINAL UNIT PAVING AND SETTING BED THICKNESS. SEE PLANS AND UNIT PAVING DETAILS FOR ADDITIONAL INFORMATION. 5. UTILITY ACCESS COVER TRAY AND FRAME: SUBMIT PRODUCT DATA, SHOP DRAWINGS AND MATERIAL CERTIFICATES FOR REVIEW/APPROVAL. 5.1. MANUFACTURER: WUNDERCOVERS, INC. (HIGHWAY SAFETY GROUP OF LUMEWAY) 3432 DENMARK AVE., SUITE 214 EAGAN, MN 55123 (508) 829-2112 WWW.WUNDERCOVERS.COM 5.2. MODEL:30cm X 30cm 5.3. MATERIAL: TYPE 304 STAINLESS-STEEL PLAN VIEW:CLCL'UT''CT'SECTION VIEW: CL EQ.111316"TRAY OPENINGEQ.EQ. EQ. 111316" TRAY OPENING 111316" TRAY OPENING 5" EQ. 5" EQ. CENTERLINE OF CLEANOUT STRUCTURE AND CASTING OUTLINE OF CLEANOUT STRUCTURE (BELOW) REMOVABLE UTILITY ACCESS COVER TRAY FRAME AND FLANGES (BELOW) REMOVABLE UTILITY ACCESS COVER TRAY W/ UNIT PAVING INLAY SCHEDULED UNIT PAVING (SEE PLANS; PATTERN SHOWN MAY VARY) SIDE LIFTING KEY INTEGRAL TO TRAY, TYP. CUT UNIT PAVING AS NECESSARY TO MAKE PROPER FIT TO FRAME AND TRAY WHILE MAINTAINING INDICATED UNIT PAVING PATTERN THROUGH FRAME AND TRAY AGGREGATE FOR BACKWATER VALVE CLEANOUT STRUCTURE (REF: CIVIL DWGS.) CLEANOUT STRUCTURE (REF: CIVIL DWGS.) SCHEDULED UNIT PAVING (SEE PLANS) COMPACTED AGGREGATE BASE (PER SCHEDULED CONCRETE PAVING) SCHEDULED CONCRETE PAVING W/ THICKENED EDGE FOR UNIT PAVER SUBSTRATE CENTERLINE OF BACKWATER VALVE CLEANOUT STRUCTURE 3 4" BITUMINOUS SETTING BED, TYP. MASTIC ADHESIVE, TYP. TACK COAT, TYP. FINISH GRADE REMOVABLE UTILITY ACCESS COVER TRAY W/ FRAME AND UNIT PAVING INLAY SCHEDULED UNIT PAVING (SEE PLANS) REMOVABLE UTILITY ACCESS COVER TRAY REMOVABLE UTILITY ACCESS COVER TRAY FRAME AND FLANGES BITUMINOUS SETTING BED ANCHOR PER REMOVABLE UTILITY ACCESS COVER TRAY/FRAME MNFR. RECOMMENDATIONS SCHEDULED CONCRETE PAVING W/ THICKENED EDGE FOR UNIT PAVER SUBSTRATE SCHEDULED UNIT PAVING (SEE PLANS)2"MASTIC ADHESIVE TACK COAT A6 P-21040-51L-705 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-705 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - GENERAL SITE DEVELOPMENT DETAIL | TREE PLANTING (DECID. OR EVRGRN.) 1/2" = 1'-0" 2 TIMES THE BALL DIA. 1 1 3'-0"GENERAL NOTES: 1. TREE WRAPPING SHALL BE IN PLACE ONLY IN MONTHS BETWEEN OCTOBER 31 AND APRIL 1. 2. TREE WRAPPING TO BE PLACED ONLY ON TREES WITH THIN BARK. 3. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 4. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. TREE WRAPPING - SEE GENERAL NOTES THIS DETAIL (3) STAKES WITH RUBBER TUBING AND FLAGS. STAKES ARE TO BE LOCATED WITHIN THE MULCH RING/BED TREEGATOR OR EQUIV. PORTABLE DRIP IRRIGATION BAG - NOT REQUIRED IF OPERATIONAL IRRIGATION SYSTEM EXISTS. ONLY USE DURING MONTHS BETWEEN APRIL 1 AND OCTOBER 31. REMOVE TOP 12 OF BURLAP AS WELL AS ANY BINDERS FROM AROUND TOP OF ROOT BALL 2" DEEP MULCH RING/MATERIAL. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN WEED-FREE MULCH RING PLANTING PIT BACKFILL IN TREE PIT SCARIFY ALL SIDES OF TREE PIT TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL FINISH GRADE A1 P-21040-44L-706 DETAIL | SHRUB PLANTING (DECIDUOUS OR EVERGREEN) 1/2" = 1'-0" 1 1 FINISH GRADE MULCH - SEE SPECIFICATION O.C. SPACING VARIES SEE PLANT SCHEDULE B&B MATERIAL; REMOVE TOP 13 OF BURLAP AS WELL AS ANY BINDERS FROM AROUND TOP OF ROOT BALL PLANT PIT BACKFILL - SEE SPECIFICATION SCARIFY ALL SIDES OF PLANT PIT PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL A3 P-21040-45L-706 DETAIL | SPADE EDGING 3" = 1'-0" MULCH - SEE SPECIFICATION TOPSOIL SUBGRADE LAWN SHARP SPADE-CUT EDGE B3 P-21040-48 L-706 DETAIL | PLUG PLANTING 3/4" = 1'-0" O.C. SPACING VARIES SPECIFIED SOIL MIX PERENNIAL OR NATIVE GRASS PLUG - TOP OF PLUG FLUSH W/ SURROUNDING PLANTING SOIL 2" MULCH - SEE SPECIFICATION UNDISTURBED SUBGRADE A5 P-21040-47L-706 PLANT SPACING - STAGGERED 3" = 1'-0" PLANT CENTER PLANT SPACING ALL EQUAL OR AS SHOWN ON THE PLANTING PLAN EDGE OF PLANTING (EDGING, PAVEMENT, WALL, ETC.)"A""D "12 "D"1 2 "D" "D" 6" O.C. 8" O.C. 10" O.C. 12" O.C. 15" O.C. 18" O.C. 24" O.C. 30" O.C. 36" O.C. "A" 5.2" 6.93" 8.66" 10.4" 13.0" 15.6" 20.8" 26.0" 30.0" L-706 P-21040-20 B5 PLANT SPACING - GRID 3" = 1'-0" PLANT CENTER EDGE OF PLANTING (EDGING, PAVEMENT, WALL, ETC.) PLANT SPACING ALL EQUAL OR AS SHOWN ON THE PLANTING PLAN. "D" = ON CENTER SPACING"D"12 "D""D"12 "D" L-706 P-21040-21 C5 SECTION | TYPICAL PLANTER UNDERDRAINS 1 1/2" = 1'-0" DUAL INCOMING SUBGRADE SLOPES 1'-0" SLOPE SLOPE 1'-0"COMPACTED SUBGRADE COMPACTED STRUCTURAL SOIL (SPEC. 329119) AGGREGATE FOR UNDERDRAINS WRAP UNDERDRAIN AGGREGATE WITH GEOTEXTILE SLOPE SUBGRADE IN STRUCTURAL SOIL AREAS TO MATCH PROFILE AND CROSS SLOPE OF FINISH SIDEWALK SURFACE ABOVE, EACH DIRECTION, UNLESS OTHERWISE NOTED CL 6" TYPE 4 PIPE, CENTERED HORIZONTALLY IN UNDERDRAIN TRENCH NOTES: 1. INSTALL UNDERDRAINS WITHIN PLANTING AREAS IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. 2. CONNECT PLANTING AREA UNDERDRAINS TO CURB AND GUTTER UNDERDRAINS OR STORM STRUCTURES AS INDICATED. REF: CIVIL DRAWINGS. ENSURE POSITIVE DRAINAGE SLOPES FOR PLANTING UNDERDRAIN CONNECTIONS TO CURB AND GUTTER UNDERDRAINS. 3. UNDERDRAIN LOCATION WITHIN TRENCH MAY FLUCTUATE VERTICALLY TO ACHIEVE POSITIVE SLOPES / CONNECTIONS. SINGLE INCOMING SUBGRADE SLOPE SLOPE 1'-0"1'-0"COMPACTED SUBGRADE COMPACTED STRUCTURAL SOIL (SPEC. 329119) AGGREGATE FOR UNDERDRAINS WRAP UNDERDRAIN AGGREGATE WITH GEOTEXTILE 6" TYPE 4 PIPE, CENTERED HORIZONTALLY IN UNDERDRAIN TRENCH CL 1'-0"± CURB AND GUTTER UNDERDRAIN (REF: CIVIL DWGS.) ENSURE POSITIVE DRAIN SLOPES FOR PLANTING AREA UNDERDRAINS SLOPE SUBGRADE IN STRUCTURAL SOIL AREA TO MATCH PROFILE AND CROSS SLOPE OF FINISH SIDEWALK SURFACE ABOVE L-706 P-21040-36 D3 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-706 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - GENERAL SITE DEVELOPMENT C5 L-711STRUCTURAL SOIL APPLICATION: OUTLINE OF PAVER GRATE OUTLINE OF CONCRETE LEDGE FOR PAVER GRATE (BELOW) ALIGN UNIT PAVING JOINT WITH EDGE OF PAVER TRAY CUT UNIT PAVING UNITS AT THE OUTLINE OF PAVER GRATE SO AS TO PREVENT "ROCKING" OF UNITS SPANNING BOTH BITUMINOUS SETTING BED AND PAVER GRATE OUTLINE OF TREE CANOPY (ABOVE) INTEGRATED PAVER GRATE (REF: ) DRIP IRRIGATION ACCESS GRATE (REF: ) GFI DUPLEX RECEPTACLE ACCESS GRATE (REF: ) A5/L-711 A5/L-711 PLAN | TREE PLANTING PIT W/ PAVER GRATE @ UNIT PAVING 1/2" 1'-0" VARIES 8'-0" EXTENT OF STRUCTURAL SOIL BELOW 8" 8" APPROXIMATE FACE OF EXISTING BUILDING C1 L-711 E1 L-711 A1 P-21040-134L-711 SECTION | STRUCTURAL SOIL @ COURTYARD 1/2" 1'-0" 1'-4" 9'-4"1'-812" 861.40' HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702 HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 MEDIUM-DUTY UNIT PAVING SEE DETAIL B1 L-762 1'-0" 1'-0"PLANTER UNDERDRAIN SEE DETAIL D3/L-706 BRICKSLOT DRAIN SEE DETAIL A3/L-7123'-0"COMPACTED STRUCTURAL SOIL (SPEC. 329119) A6/L-701 EXPANSION JOINT C1 P-21040-104L-711 9'-4" 1'-8 12" 861.40' HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702 HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 MEDIUM-DUTY UNIT PAVING SEE DETAIL C3 L-763 1'-0"1'-0"PLANTER UNDERDRAIN SEE DETAIL D3/L-706 BRICKSLOT DRAIN SEE DETAIL A3/L-712 COMPACTED STRUCTURAL SOIL (SPEC. 329119) SECTION | STRUCTURAL SOIL @ COURTYARD 1/2" 1'-0" 1'-4" 1'-4" A6/L-701 3'-0"EXPANSION JOINT C3 P-21040-105 L-711 PLAN | INTEGRATED PAVER GRATE 1 1/2" 1'-0"1'-0516"1'-0516"2'-058"1/2 OF PAVER GRATE1/2 OF PAVER GRATEUNIT PAVING, BRICK, ON PAVER GRATE, PER PLANS; PATTERN PER PLANS 12"Ø EXPANDABLE TREE OPENING (NOT SHOWN TO SCALE) DECORATIVE INTEGRATED PAVER GRATE IN (2) SECTIONS TREE TRUNK CENTERED IN TREE OPENING AS SHOWN MINERAL MULCH COVER BELOW PAVER GRATE PAVER GRATE APPLICATION: NOTE: 1. APPLY BLACK-MAX RUST ARRESTOR PER MANUFACTURERS SPECIFICATIONS. 2. MANUFACTURER: IRONSMITH 41-701 CORPORATE WAY #3 PALM DESERT, CA 92260 PH 800-338-4766 FAX 760-776-5080 3. MODEL: 24" STARBURST CENTER TREE GRATE 4. MATERIAL: A36 MILD STEEL, GALVANIZED C5 P-21040-40L-711 PLAN | ACCESS GRATE 3" 1'-0" CUT BRICKS AS REQUIRED TO MAINTAIN OVERALL STACKED BOND PATTERN, PER PLANS DECORATIVE ACCESS GRATE FOR PAVER GRATE UNIT PAVING, BRICK, ON PAVER GRATE, PER PLANS; PATTERN PER PLANS ACCESS GRATE BOLT DOWN LOCATION. CONFIRM FINAL BOLT LOCATION(S) WITH MANUFACTURER'S SHOP DRAWINGS 1'-0"10" PAVER GRATE APPLICATION: NOTES: 1. APPLY BLACK-MAX RUST ARRESTOR PER MANUFACTURERS SPECIFICATIONS. 2. MANUFACTURER: IRONSMITH 41-701 CORPORATE WAY #3 PALM DESERT, CA 92260 PH 800-338-4766 FAX 760-776-5080 3. MODEL: 10"X12" STARBURST ACCESS GRATE 4. MATERIAL: A36 MILD STEEL, GALVANIZED A5 P-21040-94L-711 1'-4" 8'-0"1'-812" 861.40' HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702 HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 MEDIUM-DUTY UNIT PAVING ON INTEGRATED PAVER GRATEB1 L-762 1'-0"1'-0"PLANTER UNDERDRAIN SEE DETAIL D3/L-706 BRICKSLOT DRAIN SEE DETAIL A3/L-7123'-714"COMPACTED STRUCTURAL SOIL (SPEC. 329119) CL 8" 8" 9'-4" SECTION | TREE PLANTING PIT @ PAVER AREA 1/2" 1'-0" E1 P-21040-106L-711 8'-0"1'-812" 861.40' HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702 HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 MEDIUM-DUTY UNIT PAVING ON INTEGRATED PAVER GRATE 1'-0"1'-0"PLANTER UNDERDRAIN SEE DETAIL D3/L-706 BRICKSLOT DRAIN SEE DETAIL A3/L-7123'-714"COMPACTED STRUCTURAL SOIL (SPEC. 329119) CL 8"8" 9'-4" SECTION | TREE PLANTING PIT @ PAVER AREA 1/2" 1'-0" 2'-8" E1 L-764 E3 P-21040-108L-711 CL PLAN | PAVER GRATE W/ ELECTRICAL AND IRRIGATION ACCESS 3/4" 1'-0" ADDITIONAL SUBFRAME AND MOUNTING TABS FOR ACCESS HOLE(S) ACCESS GRATE FOR DRIP IRRIGATION ENCLOSURE ACCESS SEE DETAIL INTEGRATED PAVER GRATE (REF: ) #3 CATWALK GRATING PAVER GRATE SUBFRAME, TYP. APPROXIMATE TREE ROOT BALL SIZE C5/L-711 ACCESS GRATE FOR GFI DUPLEX RECEPTACLE ENCLOSURE ACCESS 8'-0"2'-6"2'-6"5'-0"212"1178"212"458"2316"1'-058"105 8" 51116" NOTES: 1. 60"X96" PAVER-GRATE ® SUSPENDED PAVING SYSTEM TREE GRATE, IN HALVES. 2. FROM ASTM A36 MILD STEEL ANGLE AND A500 MILD STEEL TUBING. TOP PANEL FROM #3 STRUCTURAL STEEL GRATING. 3. WITH ADJUSTABLE HEIGHT INSERTS FOR 24" TREE GRATE AND 10"X12" ACCESS COVERS. 4. USE 24" STARBURST CENTER TREE GRATE AND 10"X12" COVERS. 5. WEIGHT: 420 LBS / 191 KG 6. APPLY BLACK-MAX RUST ARRESTOR PER MANUFACTURERS SPECIFICATIONS. 6.1. MANUFACTURER: IRONSMITH 41-701 CORPORATE WAY #3 PALM DESERT, CA 92260 PH 800-338-4766 FAX 760-776-5080 6.2. MODEL: 60" X 96" PAVER-GRATE ® SUSPENDED PAVING SYSTEM TREE GRATE, IN HALVES. 6.3. MATERIAL: A36 MILD STEEL, GALVANIZED A5/L-711 E5 P-21040-93L-711 SECTION | TREE PLANTING PIT AND PAVER GRATE 1 1/2" 1'-0" DECORATIVE INTEGRATED TREE GRATE W/ EXPANDABLE 12"Ø TREE OPENING FOR PAVER GRATE IN (2) SECTIONS TREE TRUNK UNIT PAVING ON BITUMINOUS SETTING BED PER PLANS AND DETAILS UNIT PAVING, PER PLANS, TYP. SEPARATION GEOTEXTILE; OVERLAP W/ ADJACENT BITUMINOUS SETTING BED A MIN. OF 2". UP TO 14" OF BEDDING SAND MAY BE PLACED ON GEOTEXTILE AS NEEDED FOR PAVERS. ANGLE AND HARDWARE FOR PAVER GRATE ATTACHMENT PER MANUFACTURER DETAILS GALVANIZED STEEL SUSPENSION PAVER GRATE PER MANUFACTURER DETAILS ANGLE AND HARDWARE FOR PAVER GRATE ATTACHMENT PER MANUFACTURER DETAILSGALVANIZED STEEL SUSPENSION PAVER GRATE PER MANUFACTURER DETAILS TREE ROOTBALL FINISH GRADE 2" DEPTH MINERAL MULCH (SPEC. 329300) INSTALL TREE SO THAT ROOT FLARE MEETS FINISH GRADE COMPACTED STRUCTURAL SOIL (SPEC. 329119)REINSTALL STRUCTURAL SOIL REMOVED FOR INSTALLATION OF TREE ROOTBALL AS REQUIRED MEETING COMPACTION REQUIREMENTS L-711 P-21040-144 F1 2 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-711 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - GENERAL SITE DEVELOPMENT DETAIL | TRENCH DRAIN (BRICKSLOT) 1 12" 1'-0" NOTES: 1.SEE DIVISION 32 AND 33 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2.UNIT PAVING JOINTS: UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN ACCORDANCE WITH THE SPECIFICATIONS. 3.SUBMIT SHOP DRAWINGS FOR ALL UNIT PAVING AREAS INDICATING PROPOSED ISOLATION AND CONTRACTION JOINTS IN CONCRETE BASE.4"3"EQ.EQ.518"6"1'-6"VARIES314"COMPACTED SUBGRADE SCHEDULED UNIT PAVING (SEE PLANS) MASTIC ADHESIVE, BITUMINOUS SETTING BED, AND TACK COAT DOUBLE BRICKSLOT 100 BY ACO DRAIN (REF: CIVIL DWGS.) COMPACTED No. 53 STONE BASE 4,000 PSI CONCRETE SURROUND FOR BRICKSLOT CHANNEL CUT UNIT PAVER THIS SIDE OF BRICKSLOT TO MAINTAIN UNIT PAVING PATTERN PER PLANS CONSTRUCTION JOINT, TYP. BRICKSLOT CHANNEL SCHEDULED UNIT PAVING (SEE PLANS) BRICKSLOT CHANNEL (BELOW) FULL UNIT PAVER FULL UNIT PAVERS THIS SIDE BRICKSLOT SECTION PLAN (END) 3" CUT UNIT PAVING @ END OF BRICKSLOT AS NECESSARY TO MAKE PROPER FIT TO BRICKSLOT AND MAINTAIN INDICATED UNIT PAVING PATTERN MAINTAIN 116" JOINT @ UNIT PAVER AND BRICKSLOT INTERFACE (4) #4 CONT. #4 @ 12" O.C., CENTERED IN CONCRETE SURROUND AND CONCRETE SLAB 834"4"3"EQ.EQ.518"6"1'-6"VARIES21116"COMPACTED SUBGRADE SCHEDULED UNIT PAVING (SEE PLANS) MASTIC ADHESIVE, BITUMINOUS SETTING BED, AND TACK COAT ACCESS UNIT FOR DOUBLE BRICKSLOT 100 BY ACO DRAIN (REF: CIVIL DWGS.) COMPACTED No. 53 STONE BASE 4,000 PSI CONCRETE SURROUND FOR BRICKSLOT CHANNEL CONSTRUCTION JOINT, TYP. ACCESS UNIT CHANNEL SCHEDULED UNIT PAVING (SEE PLANS) BRICKSLOT CHANNEL (BELOW) FULL UNIT PAVER FULL UNIT PAVERS THIS SIDE BRICKSLOT SECTION PLAN (END) 3" CUT UNIT PAVING @ END OF ACCESS UNIT AS NECESSARY TO MAKE PROPER FIT TO ACCESS UNIT AND MAINTAIN INDICATED UNIT PAVING PATTERN (4) #4 CONT. #4 @ 12" O.C., CENTERED IN CONCRETE SURROUND AND CONCRETE SLAB 83 4" 4" L-712 P-21040-37 A3 PLAN ENLARGEMENTS - SPECIALTY PAVING 12" 1'-0" 8" NOTES: 1.WEDGE-CUT UNIT PAVER SHALL BE POSITIONED HAND TIGHT AGAINST CAST IRON FRAME OF UTILITY CASTING AS SHOWN. 2.ALL ADJOINING EDGES OF WEDGE-CUT PAVERS SHALL BE CUT TO ELIMINATE BEVELED EDGES. 3.UNIT PAVING TYPE AND FIELD PATTERN SHOWN IN DETAIL IS REPRESENTATIVE. SEE SPECIALTY PAVING PLANS FOR UNIT PAVING TYPE AND FIELD REQUIRED AT EACH PLAN LOCATION. CASTING DIAMETER 8" EQUAL WEDGE-CUT UNIT PAVERS; QUANTITY VARIES BASED ON DIAMETER OF CASTING CAST IRON FRAME AND LID FOR EXISTING OR PROPOSED STORM, SANITARY OR TELECOM UTILITY CUT UNIT PAVERS COMPRISING FIELD TO MEET WEDGE-CUT UNIT PAVERS UNIT PAVING TREATMENT @ LARGE UTILITY CASTING C2 P-21040-85L-712 PLAN | REMOVEABLE BOLLARD 12" 1'-0" A4 L-701 SECTION UNIT PAVING (HEAVY DUTY) D6 L-751 DETAIL REMOVABLE BOLLARD A4 L-701 SECTION UNIT PAVING (HEAVY DUTY) A4 L-701 SECTION UNIT PAVING (HEAVY DUTY)1'-4"1'-4" Ø7" CONCRETE LANDING E2 P-21040-140L-712 SECTION | REMOVABLE BOLLARD @ UNIT PAVING 1" 1'-0"2'-111116"412" 18"SET TOP OF RECEIVER APPROX. 14" ABOVE GRADE; BUILD CONCRETE BERM AROUND EDGE DRAINAGE HOLE, DRILLED 716"8"634"338"6"A4 L-701 SECTION UNIT PAVING (HEAVY DUTY)14"6716" RECEIVER, CAPPED 6"8"D6 L-751 DETAIL REMOVABLE BOLLARD 5"5"3"3" L-712 P-21040-87 E6PLAN | SURFACE MOUNT BOLLARD @ UNIT PAVING 12" 1'-0" A4 L-701 SECTION UNIT PAVING (HEAVY DUTY) DETAIL FIXED BOLLARD SECTION CONCRETE PAVING (HEAVY DUTY) A4 L-701 SECTION UNIT PAVING (HEAVY DUTY) D6 L-702 Ø 7" E4 P-21040-146L-712 METAL TOP CAP LIGHT PANELS A6 L-751 DETAIL GUIDE SURFACE MOUNT BOLLARD WITH LED 3'-758"(3) 58" O.D. CONCRETE ANCHOR SCH. 40 PVC CONDUIT 2916" 1'-0"3"5"4"58"3"CONCRTE ANCHOR WASHER HEX NUT HEX NUT WASHER WASHER HEX NUT THREADED ROD ANCHOR DETAIL SECTION | SURFACE MOUNT BOLLARD @ TURF 1" 1'-0" A6 L-702 SECTION CONCRETE PAVING (LIGHT DUTY)SODDED LAWN C6 P-21040-148L-712 PLAN | SURFACE MOUNT BOLLARD @ LAWN 12" 1'-0" SODDED LAWN A6 L-751 A6 L-702 SECTION CONCRETE PAVING (LIGHT DUTY)1'-0"1'-0" Ø7" DETAIL GUIDE SURFACE MOUNT BOLLARD WITH LED C4 P-21040-149L-712 SECTION | SURFACE MOUNT BOLLARD @ UNIT PAVING 1" 1'-0" METAL TOP CAP LIGHT PANELS A6 L-751 DETAIL GUIDE SURFACE MOUNT BOLLARD WITH LED A4 L-701 SECTION UNIT PAVING (HEAVY DUTY)3'-758"(3) 58" O.D. CONCRETE ANCHOR SCH. 40 PVC CONDUIT 2916" 5"5"612"3"338"8"6"58"3"CONCRTE ANCHOR WASHER HEX NUT HEX NUT WASHER WASHER HEX NUT THREADED ROD ANCHOR DETAIL A1 P-21040-147L-712 2 2 2 2 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-712 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/22 33 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - SITE FURNISHINGS DETAIL | GUIDE SURFACE MOUNT BOLLARD WITH LED 12 1-0 A6 P-21040-65L-751 DETAIL | CHIPMAN STOOL 34 1-0 B6 P-21040-56L-751 DETAIL | REMOVABLE BOLLARD 34 1-0 D6 P-21040-60L-751 DETAIL | PARC CENTRE 24" ROUND TABLE 12 1-0 B3 P-21040-67L-751 DETAIL | STRUCTURA AURA RECTANGULAR CAT. LIGHTING 1 1-0 A3 P-21040-73L-751 DETAIL | PARC CENTRE 30" ROUND TABLE 12 1-0 D3 P-21040-68L-751 DETAIL | BRUCK SKYLINE CATENARY FIXTURE 3 1-0 E3 P-21040-145L-751 2 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-751 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - SITE FURNISHINGS DETAIL | TYPICAL FIRE PIT SECTION 1" 1'-0" NOTES: 1. BURNER SPECIFICATIONS ARE TYP. WARMING TRENDS REQUIREMENTS. 2. WARMING TRENDS OR SIMILAR BURNER MANUFACTURER TO PROVIDE DESIGN ASSIST DETAIL OF FEATURE. 3. ROLLED LAVA ROCK OR SIMILAR MEDIA TO BE USED AS BURNER COVERING INFILL PRECAST ARCHITECTURAL CONCRETE FIRE FEATURE W/ 14" RADIUS NOSING 8"2'-2" 8" 4"314"1'-4"12"REQUIRED 18 SQ. IN. OF VENTING ON OPPOSING SIDES OF FIRE PIT (36 SQ. IN. TOTAL) GAS VALVE SUPPLY GAS STUB FROM SOURCE ELECTRONICS BOX GFCI OUTLET ALUMINUM PLATE W/ BRASS BURNER (TO BE COVERED W/ LAVA ROCK)1'-0" MIN.CLEARANCEANGLE IRON TAPCON INTO CONCRETE TO SUPPORT BURNER PLATE, 1/12" LENGTH 3'-0" MIN. CLEARANCE FROM COMBUSTIBLE STRUCTURES OR MATERIALS NYOPLAST DRAIN TYP. REFER TO CIVIL DWGS. ESCUTCHEON PLATE SURROUND KEY VALVE TYP. A1 P-21040-72L-752 DETAIL | HARPO 24" BACKLESS BENCH 1" 1'-0" A4 P-21040-62 L-752 DETAIL | HARPO 24" BACKED BENCH WITH ARMS 1" 1'-0" D4 P-21040-64L-752 DETAIL | HARPO 69" BACKLESS BENCH 1" 1'-0" C1 P-21040-63L-752 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-752 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - SITE FURNISHINGS DETAIL | HARPO 118" TABLE 12 1-0 C4 P-21040-69L-753 DETAIL | AMERICANA CHAIR 12 1-0 C1 P-21040-55L-753 DETAIL | HARPO 69" TABLE 12 1-0 A5 P-21040-66L-753 DETAIL | PRECAST CONCRETE BOLLARD 12 1-0 A2 P-21040-59L-753 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-753 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 DETAIL | SORELLA PLANTER 12 1-0 A1 P-21040-137L-753 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - SITE FURNISHINGS DETAIL | ESCOFET FLOR - LARGE 12 1 -0 A5 P-21040-58L-754 DETAIL | ESCOFET FLOR - SMALL 12 1 -0 D5 P-21040-57L-754 DETAIL | PARC LOUNGE CHAIR WITH ARMS 12 1-0 A2 P-21040-70L-754 DETAIL | PARC VUE LITTER RECEPTACLE 12 1 -0 D3 P-21040-138L-754 DETAIL | CONCRETE CORNHOLE BOARD SET 12 1-0 D1 P-21040-139L-754 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-754 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - CUSTOM PREFAB FEATURES TERRACE BAR TOP POST - SECTION 1" 1'-0"3'-6"1"4"3'-414"1'-2" 2"134"1 14" POLISHED CONCRETE COUNTERTOP, WITH 34" APRON. EASED EDGE ON ALL EXPOSED EDGES. 3 4" MARINE GRADE A-A PLYWOOD. EPOXY TO CONCRETE COUNTERTOP. PAINT EXPOSED FACE TO MATCH POSTS. CAULK ALL EXPOSED JOINTS WITH EXTERIOR GRADE SILICONE CAULK. 2" X 2" SQ. S.S. HOT DIP GALVANIZED WITH HIGH PERFORMANCE COATING POST 1" X 6" NOMINAL THERMALLY MODIFIED ASH RAILS, MOUNTED TO EACH POST. NOTES: 1. ALL WELDS TO BE FULL PENETRATION, GRIND SMOOTH. NO FIELD WELDS. 2. ALL METAL COMPONENTS TO BE PRIMED AND PAINTED WITH TNEMEC EXTERIOR PAINT. FINAL COLOR TBD. 2.5" DIACORE WITH SIKAGROUT 212 OR SIKAGROUT 428 FS (REFER TO SPEC). 3" X 3" X 14" SQ. ESCUTCHEON PLATE, WELDED TO POST, CAULK AT BASE.512" TYP.2" x 6" X 8" CUSTOM STEEL COUNTERTOP L BRACKET, WELD TO POST, FASTEN TO COUNTER SUBSTRATE WITH SS SCREWS. 2" 2116"38" TYP.LED STRIP UNDER-LIGHTING TO BE DESIGNED BY LIGHTING CONSULTANT. LOW VOLTAGE LINE TO BE FED THROUGH POST.1'-4"8"5"P-21040-91A6 DETAIL | BIKE LOOP (SURFACE-MOUNT) 1" 1'-0" 2'-0"1'-0"14" THK x 5"Ø MOUNT PLATE W/ (3) 58" Ø HOLES (2) 38"x4" STAINLESS STEEL EXPANSION ANCHORS PER PLATE. PROVIDE TAMPER RESISTANT NUTS 2" O.D. 11 GAUGE TUBING ELEVATION: PLAN: 1'-10" O.C. NOTE: TUBE AND PLATE TO BE TYPE 316 STAINLESS STEEL WITH #4 SATIN FINISH. MOUNT PLATE ENLARGEMENT:R134"120° R21 2 "MOUNT PLATE, SEE ENLARGEMENT WELD FROM BOTTOM SURFACE. REMOVE WELD DISCOLORATION PLAN: SECTION A/A:1'-10"2'-10"1'-0"A A L-761 P-21040-123 E6 DETAIL | POST INSTALLATION @ UNIT PAVING 6" 1'-0" CL 2" 34"4" SECTION B-B:VARIESSECTION A-A:CL4" 4316"358" BLOCK-OUT 4316" SECTION: 4"4"4"2" 2"2"2"CL2"2"ESCUTCHEON PLATE: 316" TYPE 316 STAINLESS-STEEL PLATES W/ RADIUS EDGE AND POWDERCOAT FINISH SIGN POST OR BICYCLE RACK: 2" Ø SCHEDULE 40 (238" O.D.) PIPE FOR PARKING STALL ID SIGN POST (BY OTHERS) OR 2 3 8" O.D. SCHEDULE 40 PIPE FOR BICYCLE RACK (SHOWN) 116" GAP FOR POST CENTERED IN COVER PLATE; FILL W/ CLEAR JOINT SEALANT. UNIT PAVING FIELD PER PLANS EDGE RESTRAINT: 316" TYPE 304 STAINLESS-STEEL PLATE OR CUT FROM TUBE NON-SHRINK GROUT (BEYOND) FOR BLOCK-OUT AREA 316" STEEL PLATE FOR EDGE RESTRAINT (BELOW) ESCUTCHEON PLATE: 316" TYPE 316 STAINLESS-STEEL PLATES W/ POWDERCOAT FINISH; EDGES TO ALIGN AND BE FLUSH W/ UNIT PAVING JOINTS NON-SHRINK GROUT SIGN POST OR BICYCLE RACK: 2" Ø SCHEDULE 40 (238" O.D.) PIPE FOR PARKING STALL ID SIGN POST (BY OTHERS) OR 2 3 8" O.D. SCHEDULE 40 PIPE FOR BICYCLE RACK (SHOWN) BASE PLATE: 12" x 12" x 316" TYPE 304 STAINLESS-STEEL PLATE W/ 35 8" SQUARE OPENING CUT IN CENTER UNIT PAVER PER PLANS AND DETAILS EDGE RESTRAINT: 316" TYPE 304 STAINLESS-STEEL PLATE BITUMINOUS SETTING BED PER UNIT PAVING DETAILS 4" x 38"Ø STAINLESS-STEEL EXPANSION ANCHOR @ EACH CORNER OF BASE PLATE UNIT PAVING (SHOWN IN SECTION) A A B B 12"12"12"12" 2" VARIES1 2 "VARIES12"VARIES VARIES R 2 " JOINT SEALANT (CLEAR) NOTES: 1. SUBMIT COMPLETE SHOP DRAWINGS FOR REVIEW PER SPEC. 057300. 2. SET ESCUTCHEON ON SILICONE ADHESIVE BASE. 312"312" 116" GAP (4) STAINLESS-STEEL FLATHEAD SCREWS (COUNTERSUNK) L-761 P-21040-128 A1 TERRACE BAR TOP - ELEVATION 1" 1'-0" NOTES: 1. ALL WELDS TO BE FULL PENETRATION, GRIND SMOOTH. NO FIELD WELDS. 2. ALL METAL COMPONENTS TO BE PRIMED AND PAINTED WITH TNEMEC EXTERIOR PAINT. FINAL COLOR, TBD. 2'-0" O.C. TYP. 3'-6" TYP.1"8" EMBEDMENT TYP. 5'-0" O.C. TYP. 18" x 3"x 3" ALUMINUM BASE PLATE, (4) #6-18 X 1" FLAT HEAD SS PHILLIPS WOOD SCREWS 2" x 6" X 8" CUSTOM STEEL COUNTERTOP L BRACKET, WELD TO POST, FASTEN WITH CONTER SUBSTRATE WITH SS SCREWS. WITH 2" X 14" STABILIZING FIN. ALIGN EDGE OF COUNTER WITH EXTERIOR FACE OF ASH RAIL 2" STAINLESS STEEL BAG HOOKS, 24" O.C. TYP., ATTACH TO SUBSTRATE WITH SS WOOD SCREW, WITH SPLIT LOCK WASHER P-21040-92E1 DETAIL | POST INSTALLATION @ CONCRETE PAVING 6" 1'-0" A A NON-SHRINK GROUT JOINT SEALANT (CLEAR) ESCUTCHEON PLATE: 316" TYPE 316 STAINLESS-STEEL PLATES W/ POWDERCOAT FINISH; EDGES TO ALIGN AND BE FLUSH W/ UNIT PAVING JOINTS SIGN POST OR BICYCLE RACK: 2" Ø SCHEDULE 40 (238" O.D.) PIPE FOR PARKING STALL ID SIGN POST (BY OTHERS) OR 2 38" O.D. SCHEDULE 40 PIPE FOR BICYCLE RACK (SHOWN) NOTES: 1. SUBMIT COMPLETE SHOP DRAWINGS FOR REVIEW PER SPEC. 057300. 2. SET ESCUTCHEON ON SILICONE ADHESIVE BASE. CONCRETE PER PLANS AND DETAILS SECTION: 358" BLOCK-OUT VARIES1 2 "VARIES12"VARIES VARIES 116" GAP 2" 2" CL SECTION A-A:CL4"4"2" 2"2"2"ESCUTCHEON PLATE: 316" TYPE 316 STAINLESS-STEEL PLATES W/ RADIUS EDGE AND POWDERCOAT FINISH SIGN POST OR BICYCLE RACK: 2" Ø SCHEDULE 40 (238" O.D.) PIPE FOR PARKING STALL ID SIGN POST (BY OTHERS) OR 2 38" O.D. SCHEDULE 40 PIPE FOR BICYCLE RACK (SHOWN) 116" GAP FOR POST CENTERED IN COVER PLATE; FILL W/ CLEAR JOINT SEALANT. CONCRETE PAVING PER PLANS 12" 12"12"12" R 2 " (4) STAINLESS-STEEL FLATHEAD SCREWS (COUNTERSUNK) L-761 P-21040-126 A3 3'-358" 91316"1'-8" O.C.91316" 4" 4"2'-10"SECTION: PLAN: 1'-8" O.C.BICYCLE RACK: 2" Ø SCHEDULE 40 (238" O.D.) STAINLESS-STEEL PIPE W/ POWDERCOAT FINISH; ORIENT PER PLANS. 1'-1038" CLRR1 0 " CL BICYCLE RACK: 2" Ø SCHEDULE 40 (238" O.D.) STAINLESS-STEEL PIPE W/ POWDERCOAT FINISH; ORIENT PER PLANS. FINISH GRADE (TOP OF PAVING) SCHEDULED CONCRETE PAVING PER PLANS AND DETAILS THICKENED CONCRETE SLAB @ SIGN POST LOCATION COMPACTED AGGREGATE BASE PER CONCRETE PAVING DETAILS 12" DEPTH COMPACTED SUBGRADE TO 95% STANDARD PROCTOR DETAIL | BICYCLE RACK LOOP @ CONC. PAVING (EMBEDDED) 1" 1'-0"5"2"7"4"A3 L-761 A3 L-761 DETAIL POST INSTALLATION @ CONCRETE PAVING DETAIL POST INSTALLATION @ CONCRETE PAVING L-761 P-21040-125 C3 DETAIL | BICYCLE RACK LOOP @ UNIT PAVING (EMBEDDED) 1" 1'-0" 3'-0" 8"1'-8" O.C.8" 6"6"2'-10"3"5"3"SECTION: PLAN: 1'-8" O.C.BICYCLE RACK: 2" Ø SCHEDULE 40 (238" O.D.) STAINLESS-STEEL PIPE W/ POWDERCOAT FINISH; ORIENT PER PLANS. 1'-1038" CLRR1 0 " CL BICYCLE RACK: 2" Ø SCHEDULE 40 (238" O.D.) STAINLESS-STEEL PIPE W/ POWDERCOAT FINISH; ORIENT PER PLANS. FINISH GRADE (TOP OF PAVING) SCHEDULED UNIT PAVING PER PLANS AND DETAILS THICKENED CONCRETE SLAB @ SIGN POST LOCATION COMPACTED AGGREGATE BASE PER UNIT PAVING DETAILS 12" DEPTH COMPACTED SUBGRADE TO 95% STANDARD PROCTOR11"4"A1 L-761 A1 L-761 DETAIL POST INSTALLATION @ UNIT PAVING DETAIL POST INSTALLATION @ UNIT PAVING L-761 P-21040-124 C6 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-761 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - GENERAL SITE DEVELOPMENT SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" 2'-8"VARIES1'-10"3'-0"PRECAST ARCH. WALL HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 MEDIUM-DUTY UNIT PAVING SEE DETAIL 1" MORTAR SETTING BED T/WALL 862.90' T/GRADE BEAM 861.07' B/GRADE BEAM 858.07' 12"L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT #5 @ 12" O.C. (EACH FACE) (4) #5 CONT. (EACH FACE)3"CLR.3" 2'-2" 3" GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) A6/L-701 A6 P-21040-95L-762 SECTION | PRECAST ARCH. CONCRETE STAIR 3/4" 1'-0" CONSTRUCTION JOINT1" MORTAR SETTING BED HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 6"L #5 EPOXIED S.S. MASONRY DOWEL @ 12" O.C. TYPICAL RISER ('R') PER PLANS 'R'12"L X 12"Ø JOINT DOWEL @ 24" O.C.; DRILL HOLE IN STAIR CONCRETE 1/8" LARGER THAN JOINT DOWEL DIAMETER TO ALLOW FOR FREE MOVEMENT WALL BEYOND 3'-0"8"5"MEDIUM-DUTY UNIT PAVING SEE DETAIL PRECAST ARCHITECTURAL CONCRETE TREAD W/ ANTI-SLIP FINISH, TYP. A6/L-701 #5 @ 12" O.C. (4) #4 CONTINUOUS 3" 3"CLR.2'-2" 3" E.Q.E.Q.#5 NOSING BAR, TYP. #4 @ 12" O.C. (EACH FACE) #5 DOWEL W/ STD. HOOK @ 12" O.C. (EACH FACE) ISOLATION JOINT (REF: A6/L-701) T/PAVING 861.40' B/GRADE BEAM 858.07' T/GRADE BEAM 861.07' T/STAIR 862.15' T/WALL 862.90' A4 P-21040-97 L-762 2'-8" 1'-614"1'-10"PRECAST ARCH. WALL HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 MEDIUM-DUTY UNIT PAVING SEE DETAIL A6/L-701 1" MORTAR SETTING BED SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" 8" 1'-012"3'-0"B/GRADE BEAM 858.07' T/GRADE BEAM 861.07' T/WALL 862.90'3"CLR.3" 2'-2" 3" 14" EASED EDGE (ALL CORNERS) (4) #5 CONT. (EACH FACE) #5 @ 12 CONT. (EACH FACE) GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) 12"L X 1 4"Ø STAINLESS-STEEL EPOXIED MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT B6 P-21040-96L-762 2'-8" 1'-614"1'-10"PRECAST ARCH. WALL HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 MEDIUM-DUTY UNIT PAVING SEE DETAIL 1" MORTAR SETTING BED 8" 1'-012"3'-0"SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702 3"CLR.3" 2'-2" 3" (4) #5 CONT. (EACH FACE) #5 @ 12 CONT. (EACH FACE) GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) 1 4" EASED EDGE (ALL CORNERS) B/GRADE BEAM 858.07' T/GRADE BEAM 861.07' T/WALL 862.90' 6"L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT A6/L-701 C6 P-21040-130L-762 1'-4" VARIES2'-0"3'-0"PRECAST ARCH. WALL HEAVY-DUTY UNIT PAVING SEE DETAIL 1" MORTAR SETTING BED 1'-014"2" ORGANIC MULCH PLANTING SOIL SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" T/GRADE BEAM 861.38' FINISH GRADE 862.40' T/WALL 864.40' B/GRADE BEAM 858.38' 2'L X 34"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, EMBED 12" IN CONCRETE, MIN. (2) PER STONE @ QUARTER POINT #4 @ 12" O.C. (EACH FACE) (4) #4 CONT. (EACH FACE)3"CLR.3" 10" 3" GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) 14" EASED EDGE ALL CORNERS A4/L-701 E6 P-21040-99L-762 1" MORTAR SETTING BED HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 TYPICAL RISER ('R') PER PLANS 'R'WALL BEYOND 3'-0"8"5"MEDIUM-DUTY UNIT PAVING SEE DETAIL PRECAST ARCHITECTURAL CONCRETE TREAD W/ ANTI-SLIP FINISH, TYP. A6/L-701 SECTION | PRECAST ARCH. CONCRETE STAIR 3/4" 1'-0" HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702 6"L #5 EPOXIED S.S. MASONRY DOWEL @ 12" O.C. 12"L X 12"Ø JOINT DOWEL @ 24" O.C.; DRILL HOLE IN STAIR CONCRETE 1/8" LARGER THAN JOINT DOWEL DIAMETER TO ALLOW FOR FREE MOVEMENT #5 @ 12" O.C. (4) #5 CONTINUOUS 3" 3"CLR.2'-2" 3" E.Q.E.Q.#5 NOSING BAR, TYP. #5 @ 12" O.C. (EACH FACE) #5 DOWEL W/ STD. HOOK @ 12" O.C. (EACH FACE) ISOLATION JOINT (REF: A6/L-701) T/PAVING 861.40' B/GRADE BEAM 858.07' T/GRADE BEAM 861.07' T/STAIR 862.15' T/WALL 862.90' B4 P-21040-131L-762 CONCRETE RIBBON CURB HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 1'-6"6" ASPHALT PAVING (REF. CIVIL DWGS) SECTION | CONCRETE RIBBON CURB 1 1/2" 1'-0" #3 HORIZ. (CONT.) @ TOP & BOTTOM #4 VERT. @ 18" O.C. 3" CLR.12"L X 12"Ø JOINT DOWEL @ 24" O.C.; 1'-0" 6"1'-2"A2 P-21040-132L-762 CONCRETE RIBBON CURBHEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 SECTION | CONCRETE RIBBON CURB 1 1/2" 1'-0"1'-6"6" 2" DEPTH ORGANIC MULCH (SPEC. 329300) MANUFACTURED SOIL MIX (SPEC. 329119)3" CLR.#3 HORIZ. (CONT.) @ TOP & BOTTOM 12"L X 12"Ø JOINT DOWEL @ 24" O.C.; #4 VERT. @ 18" O.C. B2 P-21040-102L-762 2'-8" VARIES1'-10"3'-0"PRECAST ARCH. WALL MEDIUM-DUTY UNIT PAVING SEE DETAIL A6/L-701MEDIUM-DUTY UNIT PAVING SEE DETAIL 1" MORTAR SETTING BED SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0"VARIES3"CLR.3" 2'-2" 3" T/GRADE BEAM 861.07' B/GRADE BEAM 858.07' T/WALL 862.90' 1 4" EASED EDGE (ALL CORNERS) 12"L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT (4) #5 CONT. (EACH FACE) #5 @ 12" O.C. EACH FACE GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) B2/L-701 A1 P-21040-98L-7626"3 34"6"L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 2" DEPTH ORGANIC MULCH (SPEC. 329300) ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500)8"1'-4"1'-4" MEDIUM-DUTY UNIT PAVING SEE DETAIL 9"SECTION | PRECAST ARCH. CONCRETE CURB 3/4" 1'-0" NOTES: 1. SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY. MANUFACTURED SOIL MIX (SPEC. 329119) 3/4" MORTAR SETTING BED 1'-4" T/CURB 862.28' COMPACTED STRUCTURAL SOIL (SPEC. 329119) B2/L-701 B1 P-21040-103L-762 1'-0" NOTES: 1. SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY.8"3 34"6"L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 1" MORTAR SETTING BED 2" DEPTH ORGANIC MULCH (SPEC. 329300) ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) SECTION | PRECAST ARCH. CONCRETE CURB 1 1/2" 1'-0"VARIES8"6"1'-4"1'-4" HEAVY-DUTY UNIT PAVING SEE DETAIL T/CURB 862.57' A4/L-701 D4 P-21040-100L-762 SECTION | CONCRETE RIBBON CURB 1 1/2" 1'-0" 6" R1 4"1'-6"3"CLR.3"CLR.COMPACTED SUBGRADE CONCRETE RIBBON CURB W/ TRANSVERSE BROOM FINISH #4 VERT. @ 18" O.C. #3 HORIZ. (CONT.) @ TOP & BOTTOM FINISH GRADE PLANTING SOIL MIX; SEE PLANS FOR DEPTH 4" DEPTH MINERAL MULCH, TYPE B MINERAL MULCH APPLICATION WEED BARRIER FABRIC 6"1'-6"3"CLR.3"CLR.COMPACTED SUBGRADE CONCRETE RIBBON CURB W/ TRANSVERSE BROOM FINISH #4 VERT. @ 18" O.C. #3 HORIZ. (CONT.) @ TOP & BOTTOM FINISH GRADE PLANTING SOIL MIX; SEE PLANS FOR DEPTH BUILDING FACE BUILDING FACE APPLICATION L-762 P-21040-136 D2 B/GRADE BEAM 858.15 T/GRADE BEAM 861.15 T/WALL 865.40' SECTION | PRECAST ARCH. CONCRETE SIGN WALL 3/4" 1'-0" 1'-8"4'-3"3'-0"6"8"3 34"ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) 2" DEPTH ORGANIC MULCH (SPEC. 329300) 2'L X 34"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, 12" EMBED IN CONCRETE, MIN. (2) PER STONE @ QUARTER POINT 1" MORTAR SETTING BED MANUFACTURED SOIL MIX (SPEC. 329119) NOTES: 1. SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY.VARIESHEAVY-DUTY UNIT PAVING SEE DETAIL #4 @ 12" O.C. (EACH FACE) (4) #4 CONT. (EACH FACE) 3" 1'-2" 3"3"CLR.GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) 14" EASED EDGE (ALL CORNERS) A4/L-701 D1 P-21040-101L-762 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-762 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 2 2 2 2 2 2 2 2 4"1'-6"3"CLR.3"CLR.COMPACTED SUBGRADE CONCRETE RIBBON CURB W/ TRANSVERSE BROOM FINISH #4 VERT. @ 18" O.C. #3 HORIZ. (CONT.) @ TOP & BOTTOM FINISH GRADE PLANTING SOIL MIX; SEE PLANS FOR DEPTH TURF SECTION | CONCRETE RIBBON CURB 1 1/2" 1'-0" F1 P-21040-150L-762 2 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - GENERAL SITE DEVELOPMENT 1" MORTAR SETTING BED MEDIUM-DUTY UNIT PAVING SEE DETAIL 6"L #5 EPOXIED STAINLESS STEEL MASONRY DOWEL @ 12" O.C., MIN. (2) PER STONE 12"L X 12"Ø JOINT DOWEL @ 24" O.C.; DRILL HOLE IN STAIR CONCRETE 1/8" LARGER THAN JOINT DOWEL DIAMETER TO ALLOW FOR FREE MOVEMENT 3'-0"412"LIGHT-DUTY CONCRETE PAVING SEE DETAIL PRECAST ARCHITECTURAL CONCRETE TREAD W/ ANTI-SLIP FINISH, TYP. (SPEC. 034500) A6/L-702 SECTION | PRECAST ARCH. CONCRETE STAIR 3/4" 1'-0" 1" = 1'-0" 1 2" DEPTH JOINT SEALANT BACKER ROD B/ GRADE BEAM 858.27' T/ GRADE BEAM 861.27' T/ STAIR 862.20'312"12"1"2"4"4"1'-1" 3" 1'-4"1'-4" 2'-8"634"8" 8" 861.53' COMPACTED STRUCTURAL SOIL (SPEC. 329119) #5 @ 12" O.C. (4) #5 CONTINUOUS E.Q.E.Q.#5 NOSING BAR, TYP. #5 @ 12" O.C. (EACH FACE) #5 DOWEL W/ STD. HOOK @ 12" O.C. (EACH FACE)3"CLR.3" 2'-2" 3" B2/L-701 C3 P-21040-107L-763 ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 LIGHT-DUTY CONCRETE PAVING SEE DETAIL 1" MORTAR SETTING BED T/ STAIR 862.90' T/GRADE BEAM 861.15' B/GRADE BEAM 858.15' SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" 1'-8" VARIESVARIES3'-0"1'-9"12"L X 1 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT NOTES: 1. SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY. #4 @ 12" O.C. (EACH FACE) (4) #4 CONT. (EACH FACE) GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) 14" EASED EDGE (ALL CORNERS)3" CLR.3" 1'-2" 3" A6/L-702 A3 P-21040-109 L-763 1'-0" 6"L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE MANUFACTURED SOIL MIX (SPEC. 329119) 1" MORTAR SETTING BED 2" DEPTH ORGANIC MULCH (SPEC. 329300) ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500)8"5"1'-1"1'-0" MEDIUM-DUTY UNIT PAVING SEE DETAIL A6/L-701 SECTION | PRECAST ARCH. PAVER 1 1/2" 1'-0"1"D3 P-21040-113 L-763 SECTION | PRECAST ARCH. CONCRETE CURB 3/4" 1'-0" 6"L X 1 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 1'-0"412"5"1'-4" 12" DEPTH JOINT SEALANT W/ BACKER ROD MEDIUM-DUTY UNIT PAVING SEE DETAIL A6/L-701 HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702 6"L X 1 4"Ø STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) A6 P-21040-110L-763 6"L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 1'-0"412"5"1'-4" 12" DEPTH JOINT SEALANT W/ BACKER ROD HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702 SECTION | PRECAST ARCH. CURB 3/4" 1'-0" MANUFACTURED SOIL MIX (SPEC. 329119) 2" DEPTH ORGANIC MULCH (SPEC. 329300) ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) 1 4" EASED EDGE (ALL CORNERS) B6 P-21040-111L-763 6"L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE 1'-0"1'-4" 12" DEPTH JOINT SEALANT W/ BACKER ROD MANUFACTURED SOIL MIX (SPEC. 329119) 2" DEPTH ORGANIC MULCH (SPEC. 329300) SECTION | PRECAST ARCH. CURB 3/4" 1'-0" HEAVY-DUTY UNIT PAVING SEE DETAIL A4/L-701 1'-4" 8"4"1'-0"8"4 58"3 34"ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) 14" EASED EDGE (ALL CORNERS) C6 P-21040-112L-763 1'-8"2'-3"3'-0"ARCHITECTURAL PRECAST CONCRETE (Spec. 034500) 12"L X 1 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 1" MORTAR SETTING BED NOTES: 1. SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY.VARIESLIGHT-DUTY CONCRETE PAVING SEE DETAIL A6/L-702VARIES SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" 2" DEPTH ORGANIC MULCH (SPEC. 329300) MANUFACTURED SOIL MIX (SPEC. 329119) #4 @ 12" O.C. (EACH FACE) (4) #4 CONT. (EACH FACE) GRADE BEAM: C-I-P CONCRETE (SPEC. 033053)3"CLR.3" 1'-2" 3" 1 4" EASED EDGE (ALL CORNERS) E6 P-21040-141L-763 2 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-763 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 2 2 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - GENERAL SITE DEVELOPMENT SECTION | PRECAST ARCH. CONCRETE PLANTER 3/4" 1'-0" B/FOOTING 858.07' T/GRADE BEAM 861.07' T/WALL 863.90' 1'-0" 2'-10"2'-0"VARIESD6/L-702VARIESARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) (4) 2'L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, EMBED 12" IN CONCETE MIN. (2) PER STONE @ QUARTER POINT 1" MORTAR SETTING BED HEAVY-DUTY CONCRETE PAVING SEE DETAIL 1'-0"5'-312" ANGLE IRONS AT JOINTS TO PREVENT OVERTURNING LIGHT-DUTY CONCRETE PAVING SEE DETAIL A6/L-702 1 4" EASED EDGE (ALL CORNERS) (3) #4 CONT. (EACH FACE) #4 @ 12" O.C. (EACH FACE) FOOTING: C-I-P CONCRETE (SPEC. 033053) (3) #5 CONT. 3" 2'-6" 3" 1'-0"3" CLR.A2 P-21040-116 L-764 B/GRADE BEAM 858.07 T/GRADE BEAM 861.07 T/WALL 862.90' 1'-8"1'-10"3'-0"ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) 12"L X 1 4"Ø EXPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 1" MORTAR SETTING BED VARIESMEDIUM-DUTY UNIT PAVING SEE DETAIL LIGHT-DUTY CONCRETE PAVING SEE DETAIL A6/L-702VARIES SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" NOTES: 1. SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY. (4) #4 CONT. (EACH FACE) #4 @ 12" O.C. (EACH FACE) GRADE BEAM: C-I-P CONCRETE (SPEC. 033053)3"CLR.3" 1'-2" 3" 1 4" EASED EDGE (ALL CORNERS) B2/L-701 C4 P-21040-118 L-764 B/GRADE BEAM 858.35 T/GRADE BEAM 861.35 T/WALL 863.02' 1'-0"1'-8"3'-0"ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) 12"L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 1" MORTAR SETTING BED NOTES: 1. SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY.VARIESLIGHT-DUTY CONCRETE PAVING SEE DETAIL HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702 A6/L-702 VARIESSECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0"3"CLR.3" 6" 3" 14" EASED EDGE (ALL CORNERS) (4) #4 CONT. (EACH FACE) #4 @ 12" O.C. (EACH FACE) GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) C6 P-21040-115L-764 B/GRADE BEAM 858.65 T/GRADE BEAM 861.65 T/WALL 863.90' 1'-8"2'-3"3'-0"ARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) 12"L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 1" MORTAR SETTING BED NOTES: 1. SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY.VARIESSECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" MEDIUM-DUTY UNIT PAVING SEE DETAIL LIGHT-DUTY CONCRETE PAVING SEE DETAIL A6/L-702VARIES1 4" EASED EDGE (ALL CORNERS) (4) #4 CONT. (EACH FACE) #4 @ 12" O.C. (EACH FACE) GRADE BEAM: C-I-P CONCRETE (SPEC. 033053)3"CLR.3" 1'-2" 3" A6/L-701 A6 P-21040-114L-764 SECTION | PRECAST ARCHITECTURAL CONCRETE WALL 1/2" 1'-0" PRECAST ARCHITECTURAL CONCRETE WALL 2"X6" THERMALLY MODIFIED ASH SLATS W/ 3 8" JOINT AND 3" S.S. SCREW TO FRAMING EVERY 12" O.C. TYP. 2"X6" THERMALLY MODIFIED ASH FINISHED FACE W/ 1" D. BULLNOSE ON TOP ONLY. 3"X3" S.S. TUBE FRAMING AND BRACE W/ CONTINUOUS WELD, BOLTED INTO ARCH. PRECAST WALL. STRIP FOOTER COMPACTED #53 CRUSHED LIMESTONE BASE 6"1'-0"10"2'-0"2'-0"6"7'-6"2'-8" SEE SPECIALTY PAVING DRAWINGS BATTERED FACE 8 3 ° 1'-0" 38" REBAR DRILLED AND EPOXIED INTO STRIP FOOTING EVERY 12" O.C. NOTES: 1. SITE FURNISHINGS MANUFACTURER TO PROVIDE DESIGN ASSIST FOR EACH SEAT WALL DETAIL.2'-6"4" 8" 6"L X 1 4"Ø STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE 4'-6" (5) #5 CONT. E.Q. 3" 3" #5 CONT. @ 12" O.C. A1 P-21040-88L-764 PRECAST ARCHITECTURAL CONCRETE WALL 2"X6" THERMALLY MODIFIED ASH SLATS W/ 3 8" JOINT AND 3" S.S. SCREW TO FRAMING EVERY 12" O.C. TYP. 2"X6" THERMALLY MODIFIED ASH FINISHED FACE W/ 1" D. BULLNOSE ON TOP ONLY. 3"X3" S.S. TUBE FRAMING AND BRACE W/ CONTINUOUS WELD, BOLTED INTO ARCH. PRECAST WALL. STRIP FOOTER COMPACTED #53 CRUSHED LIMESTONE BASE 6"1'-0"10"2'-0"2'-0"6"5'-2"2'-8" SEE SPECIALTY PAVING DRAWINGS BATTERED FACE 8 2 ° 1'-0" 38" REBAR DRILLED AND EPOXIED INTO STRIP FOOTING EVERY 12" O.C. NOTES: 1. SITE FURNISHINGS MANUFACTURER TO PROVIDE DESIGN ASSIST FOR EACH SEAT WALL DETAIL.2'-6"5" 1112"6"L X 14"Ø STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE SECTION | PRECAST ARCHITECTURAL CONCRETE WALL A 1/2" 1'-0" 4'-6" E.Q. 3" 3" (5) #5 CONT. #5 CONT. @ 12" O.C.8"C1 P-21040-135L-764 MEDIUM-DUTY UNIT PAVING SEE DETAIL 12"L X 1 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 12"L X 12"Ø JOINT DOWEL @ 24" O.C.; DRILL HOLE IN STAIR CONCRETE 1/8" LARGER THAN JOINT DOWEL DIAMETER TO ALLOW FOR FREE MOVEMENT LIGHT-DUTY CONCRETE PAVING SEE DETAIL PRECAST ARCHITECTURAL CONCRETE TREAD W/ ANTI-SLIP FINISH, TYP. (SPEC. 034500) A6/L-702 B/ GRADE BEAM 858.27' T/ GRADE BEAM 861.27' T/ STAIR 862.20' 8" 8" 861.53' COMPACTED STRUCTURAL SOIL (SPEC. 329119) T/WALL 862.90' 1" MORTAR SETTING BED SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" 2'-8"VARIES1'-8"3'-0"(4) #5 CONT. (EACH FACE) #5 @ 12" O.C. (EACH FACE) GRADE BEAM: C-I-P CONCRETE (SPEC. 033053) 14" EASED EDGE (ALL CORNERS)3"CLR.3" 2'-2" 3" B2/L-701 E1 P-21040-133 L-764 B/GRADE BEAM 858.07 T/GRADE BEAM 861.07 T/WALL 863.90' 1'-0"2'-10"3'-0"ARCHITECTURAL PRECAST CONCRETE (Spec. 034500) 12"L X 14"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, MIN. (2) PER STONE @ QUARTER POINT 1" MORTAR SETTING BEDVARIES MEDIUM-DUTY UNIT PAVING SEE DETAIL HEAVY-DUTY CONCRETE PAVING SEE DETAIL D6/L-702VARIES NOTES: 1. SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING, RESPECTIVELY. SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0" (4) #4 CONT. (EACH FACE) #4 @ 12" O.C. (EACH FACE) GRADE BEAM: C-I-P CONCRETE (SPEC. 033053)3"CLR.3" 6" 3" 14" EASED EDGE (ALL CORNERS) B2/L-701 E4 P-21040-119 L-764 D6/L-702VARIESARCHITECTURAL PRECAST CONCRETE (SPEC. 034500) (4) 2'L X 3 4"Ø EPOXIED STAINLESS-STEEL MASONRY DOWEL, EMBED 12" IN CONCRETE, MIN. (2) PER STONE 1" MORTAR SETTING BED HEAVY-DUTY CONCRETE PAVING SEE DETAIL 1'-4" SECTION | PRECAST ARCH. CONCRETE WALL 3/4" 1'-0"2'-10"8" 1'-0" B/FOOTING 858.07' T/GRADE BEAM 861.07' T/WALL 863.90' 2'-0"SLOT DRAIN (3) #4 CONT. (EACH FACE) #4 @ 12" O.C. (EACH FACE) FOOTING: C-I-P CONCRETE (SPEC. 033053)3"CLR.5" 2'-2" 5" 14" EASED EDGE (ALL CORNERS)1'-0"(3) #5 CONT. E6 P-21040-117L-764 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-764 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 2 2 2 2 2 2 2 2 2 02/23/22 Owner Mechanical / Plumbing Design / Builder Civil Engineer Architect 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 RATIO 30 S. Meridian Street, #1100 Indianapolis, Indiana 46204 Kite Realty Group Republic Airways Corporate Campus 12197 N. Meridian St. Carmel, Indiana 46032 Structural Engineer 1717 E 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 McComas/O'donnell Naccarato 21040.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn 8909 Purdue Road, Suite 300 Indianapolis, Indiana 46268 Republic Airways Holdings Electrical Design/Builder 1934 N. Illinois Street Indianapolis, Indiana 46202 Barth Electric Co., Inc. SITE DETAILS - ELEVATIONS B/GRADE BEAM 858.15 T/GRADE BEAM 861.15 T/WALL 865.40' REPUBLIC AIRWAYS ELEVATION | MONUMENT SIGN WALL 1/2" 1'-0" 3'-0" 10'-0" 8'-0"4'-3"3 8" SANDBLASTED S.S. PLATE TO BE MOUNTED PROUD OF PRECAST WALL TO ALLOW FOR LED BACKLIGHT 5" LETTERING LASER CUT FROM STEEL PANEL W/ 4 12" LETTERING SET PROUD OF WALL FACE IN ORDER TO BE BACKLIT 5"3D DIMENSIONAL LIGHT METAL STARS, ATTACHED TO FACE OF DARK METAL SIGNAGE PANEL PRECAST CONCRETE WALL SEE DETAIL D1/L-762 7'-0" JOINT SPACING, TYP. NOTES: 1. FINAL SIGN DESIGN AND LIGHTING TO BE DESIGN ASSIST W/ CONSULTANT2'-612"3'-0"A4 P-21040-129L-765 COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. SHEET TITLE SHEET NUMBER KEY PLAN SHEET ISSUE N PROJECT NO. SEAL | DATE L-765 1 PERMIT SET 11/19/21 2 CD SET 12/17/21 3 BULLETIN SET 01/13/223 02/23/22