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Home My WebLink AboutC301 GRADING PLANPROPOSED BUILDING 3-STORY 9,650 SF ±DRIVETHRUONLYDO NOT ENTERSTOP DRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY ATM GAS METER PIV U G E UGEo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oEEEEEEEEEEUS 421 (MICHICAN ROAD)REDD ROADFFE:901.75 TC:901.16 BC:900.66TC:901.01 BC:900.51 TC:900.96 BC:900.46 TC:900.90 BC:900.40 TC:900.56 BC:900.06 TC:901.55 BC:901.05 TC:901.55 BC:901.05 TC:901.50 BC:901.00 TC:901.43 BC:900.93 TC:901.36 BC:900.86 TC:901.28 BC:900.78 TC:901.00 BC:900.50 TC:900.84 BC:900.34 TC:900.79 BC:900.29 TC:900.61 BC:900.11TC:900.25 BC:899.75TC:901.16 BC:900.66 TC:900.09 BC:899.59 TC:899.94 BC:899.44 TC:899.89 BC:899.39 TC:899.88 BC:899.38 TC:899.80 BC:899.30TC:899.90 BC:899.40 TC:899.93 BC:899.43 TC:899.95± ME BC:899.45± METC:899.88± ME BC:899.38± ME TC:899.81 BC:899.31 TC:899.74 BC:899.24 TC:899.62 BC:899.12 TC:899.55 BC:899.05 TC:899.69 BC:899.19 TC:900.21 BC:899.71 TC:900.16 BC:899.66 TC:900.13 BC:899.63 TC:899.90± ME BC:899.40± ME TC:900.47± ME BC:899.97± ME TC:900.57 BC:900.07 TC:900.63 BC:900.13 TC:900.66 BC:900.16 TC:899.88 BC:899.38 TC:900.04 BC:899.54 TC:899.92 BC:899.42 TC:900.26 BC:899.76 TC:899.80 BC:899.30 TC:899.69 BC:899.19 TC:900.48 BC:899.98 TC:900.36 BC:899.86 TC:900.33 BC:899.83 TC:900.25± ME BC:899.75± ME TC:899.60± ME BC:899.10± ME TC:899.74 BC:899.24 TC:899.78 BC:899.28 TC:899.76 BC:899.26 TC:899.23 BC:898.73 TC:899.58 BC:899.08 TC:899.92 BC:899.42 TC:900.54 BC:900.04 TC:900.71± ME BC:900.21± ME TC:901.08± ME BC:900.58± ME TC:900.90 BC:900.40 TC:900.87 BC:900.37TC:900.94 BC:900.44 TC:900.98 BC:900.48 TC:901.13 BC:900.63TC:901.48 BC:900.98TC:900.67 BC:900.17 TC:900.52 BC:900.02 TC:900.48 BC:899.98 TC:900.45 BC:899.95 TC:900.50 BC:900.00 TC:900.56 BC:900.06 TC:900.56 BC:900.06 TC:900.56 BC:900.06 TC:900.72 BC:900.22 TC:900.80 BC:900.30 TC:901.53 BC:901.03 TC:901.56 BC:901.06 TC:901.59 BC:901.09 TC:901.61 BC:901.11 TC:901.13 BC:900.63 TC:900.91 BC:900.41 TC:901.10 BC:900.60 TC:901.06 BC:900.56 TC:901.03 BC:900.53 TC:900.95 BC:900.45 TC:901.00 BC:900.50 TC:900.90 BC:900.40 TC:900.71 BC:900.21 TC:900.70 BC:900.20TC:901.32 BC:900.82 TC:901.40 BC:900.90 TC:901.28 BC:900.78 TC:901.40 BC:900.90TC:901.47 BC:900.97 TC:901.41 BC:900.91 TC:900.57 BC:900.07 TC:900.32 BC:899.82 TC:900.21 BC:899.71 TC:900.13 BC:899.63 TC:900.40 BC:899.90 TC:900.20 BC:899.70 TC:900.23 BC:899.73 TC:900.35 BC:899.85 899.88 899.96 900.55 900.66 900.70 900.77 901.01 900.91 900.96 901.03 901.37 901.36 900.96 899.86 900.70 899.83 900.14 900.18 899.81 899.74 900.06 900.08900.01 900.11 900.58 900.68 900.42 900.38 899.81 899.80 901.15 901.55 901.55901.34901.42 901.45 901.64 901.64 901.60 901.59 -1.2 % -1.1% - 1 . 6% -2.0%-9.5%-6.9%-7 .0% -1 .8%-7.4%-1.6%-7.2%-1.4%-1.4%-4.8%-6.7% -7.8% -1.2% -1.9% -2.1%16.6%GRADE BREAK GRADEBREAKGRADE BREAK TC:900.58 BC:900.08 900.00 900.12 900.23 GRADEBREAK621 RIM: 898.73 601 RIM: 899.15 602 RIM: 899.05 603 RIM: 899.75 611 RIM: 900.0690090 0 901 901901900900899 MFPG=901.60 MLAG=901.60 902.85± ME 902.80± ME 901.02 900.35 900.44 :901.38 :900.91 :899.91 :899.48 :899.33 9019 0 2 TC:900.80 BC:900.30 GRADEBREAKPROJECT NO. CHECK:DRAWN: PLAN DATE: DESIGN: STATE OF No. PE10707583 OO14020 Mississinewa Drive Carmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717 www.Fritz-Eng.com Fritz Engineering Services, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400 CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 1 4, S6, T17N, R3E SHEET NAME SHEET NO. PRELI MI N A R Y NOT F O R CONS T R U C TI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C301 GRADING PLAN 1.REV PER CARMEL TAC 2/3/2023 AF AF AF KG 00 20'40' SCALE: 1" = 20' N PRINTED BY: Ashton FritzDATE: 2/3/2023 10:22 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C301.DWG, LAYOUT: C301GRADING LEGEND: STORM MANHOLE STORM COMBINATION/CURB INLET STORM AREA INLET STORM BEEHIVE/YARD INLET STORM FLARED END SECTION STORM MECHANICAL SEPARATOR (REF. PLAN FOR SIZE/TYPE) STORM STRUCTURE NUMBER FLOW LINE, SWALE / GRASS FLOW LINE, PAVEMENT SLOPE / RAMP SLOPE SURFACE DRAINAGE FLOW ARROW DIRECTION EXISTING CONTOUR AND LABEL PROPOSED CONTOUR AND LABEL GRADE BREAK FLOW LINE / SWALE SPOT ELEVATION SPOT ELEVATION SPOT ELEVATION, HIGH POINT SPOT ELEVATION, LOW POINT TC- TOP OF CURB ELEVATION BC - BOTTOM OF CURB/GUTTER ELEVATION TW - TOP OF WALL ELEVATION BW - BOTTOM OF WALL ELEVATION ME MATCH EXISTING ELEVATION CONSTRUCTION LIMIT LINE NOTES: 1.REF. C101 FOR ABBREVIATIONS AND ADDITIONAL LEGEND INFORMATION. 785 785 TC:XXX.XX BC:XXX.XX XXX.XX XXX.XX H.P. XXX.XX L.P. :XXX.XX TW:XXX.XX BW:XXX.XX ### o o o >>> -X.X% MINIMUM FLOOD PROTECTION GRADE (MFPG): MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. LOWEST ADJACENT GRADE (LAG): LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL. STORMWATER MANAGEMENT SYSTEM NOTES: ·THE PROPOSED STORMWATER MANAGEMENT SYSTEM ASSOCIATED WITH THIS PROJECT SHALL BE PRIVATELY OWNED. ·THERE ARE NO ONSITE OR IMMEDIATELY ADJACENT SPECIAL FLOOD HAZARD AREAS. REF. C100 FOR FLOOD ZONE DESIGNATION AND FLOOD INSURANCE RATE MAP REFERENCE.