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Home My WebLink AboutL-401 Grading Plan - South Site////////////// w weetwee e wwee 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(w):853.55 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):852.5712" 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 1 5 " r c p inv:854.45 exist drainage inlet tr:858.54 inv(se):855.86 inv(n):856.12 15 " r c 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" pv c 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" rc p exist drainage inlet tr:860.86 inv(w):857.66 inv:856.83 with conc end section 12" r c p 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 inv(s):856.01 exist grease mh tr:861.30 6" pvc direction 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" p v c 8" pv c 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 AVEwwwwwDN 862.35 TP 12.00'Trans. 8' x9' Generator 10' x 32' x 2' pad Trans. 8' x9'XXXXXXX X X X X X X X X XXXOwner 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 02000.000 6831 E 32nd Street Indianapolis, Indiana 46226 DEEM LLC 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 Kimley Horn NOT FOR CONSTRUCTION FOR REFERENCE ONLY 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 - SOUTH SITE GRADING PLAN - SOUTH SITE GENERAL NOTES | SITE GRADING PLANS: A1 L-706 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 F.F.E. = 862.00 PROPOSED TRAINING CENTER F.F.E. = 862.40 PROPOSED HEADQUARTERS BUILDING 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.) 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 1 100% DESIGN DEVELOPMENT 10/01/21 2 SHELL AND CORE PERMIT SET 10/15/21