HomeMy WebLinkAboutL-641FFE =862.40FFE =862.40FFE =862.40FFE =862.40862.38 TP862.38 TP862.38 TP862.38 TP862.38 TP862.00 TP862.38 TP862.38 TP862.27 TP2.37%1.36%862.38 TP862.27 TP2.37%1.36%1.17%862.38 TP861.86 RIM1.42%862.35 TP862.08 TPFFE =862.401.07%1
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8%1.00%1.50%FFE =862.40862.13 TP861.96 TP861.96 TP862.08 TP2.37%862.08 TP1.25%1.00%
2.00%862.08 TP862.38 TP862.30 TP862.25 TP862.30 TP2.00%2.00%862.23 TP862.29 TP862.38 TP861.93 TPTrans.8' x9'XOwnerMechanical / Plumbing Design / BuilderCivil EngineerArchitect101 South Pennsylvania StreetIndianapolis, Indiana 46204317-633-4040RATIO30 S. Meridian Street, #1100Indianapolis, Indiana 46204Kite Realty GroupRepublic AirwaysCorporate Campus12197 N. Meridian St.Carmel, Indiana 46032Structural Engineer1717 E 116th Street, Suite 200Carmel, Indiana 46032317-580-0402McComas/O'donnell Naccarato02000.0006831 E 32nd StreetIndianapolis, Indiana 46226DEEM LLC250 East 96th Street, Suite 580Indianapolis, Indiana 46240Kimley HornNOT FOR CONSTRUCTIONFOR REFERENCE ONLY8909 Purdue Road, Suite 300Indianapolis, Indiana 46268Republic Airways HoldingsElectrical Design/Builder1934 N. Illinois StreetIndianapolis, Indiana 46202Barth Electric Co., Inc.SCALE05'10'20'A1L-641PLAN ENLARGEMENTS - GRADINGPLANENLARGEMENTS -GRADINGGENERAL NOTES | SITE GRADING PLAN ENLARGEMENTS:A1L-7061.COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES.2.CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND FIELD CONDITIONS PRIOR TOSTARTING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF CONTRACTOR FINDS ANYDISCREPANCIES 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 THEWORK, ACCORDING TO THE PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT.4.EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITESURVEY FOR EXISTING UTILITIES AND VERIFY IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR THEPROPOSED LIGHTING AND OUTLETS.5.TYPICAL MAXIMUM SIDEWALK CROSS SLOPES ARE 2% (1/4" PER 1'-0"). TYPICAL MAXIMUM SIDEWALKLONGITUDINAL 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 ANDDETAILED 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 CURBBR = BOTTOM OF RAMPBS = BOTTOM OF STAIRBW = BOTTOM OF WALLFG = FINISH GRADERIM = TOP OF CASTINGTC = TOP OF CURBTEP = TOP OF EQUIPMENT PADTP = TOP OF PAVINGTR = TOP OF RAMPTS = TOP OF STAIRTSC = TOP OF STONE CURBTW = TOP OF WALL000.00 TP000.00 TPCOPYRIGHT NOTICE: THIS ARCHITECTURALAND ENGINEERING DRAWING IS GIVEN INCONFIDENCE AND SHALL BE USED ONLYPURSUANT TO THE AGREEMENT WITH RATIO.NO OTHER USE, DISSEMINATION ORDUPLICATION MAY BE MADE WITHOUT PRIORWRITTEN CONSENT OF RATIO. ALL COMMONLAW RIGHTS OF COPYRIGHT AND OTHERWISEARE HEREBY SPECIFICALLY RESERVED.SHEET TITLESHEET NUMBERKEY PLANSHEET ISSUENPROJECT NO.SEAL | DATEL-6411100% DESIGN DEVELOPMENT10/01/212SHELL AND CORE PERMIT SET10/15/21