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Home My WebLink AboutC402 STORM PLAN & PROFILEEEEEEEEEEEN85°28'09"E 387.12' S85°28'08"W 325.06'S04°31'52"E 33.57'R=122.00'L=65.94'N00°23'46"E 115.74'PROPOSED BUILDING 3-STORY 9,650 SF ±DRIVETHRUONLYDO NOT ENTERSTOP DRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY ATM 6''SSL 6''SSL 6''SSL 6''SSL 6''SSL 6''W 6''W 2''W 2''W 6''W 6''W 6''W 6''W 6''W GAS METER GG G G U G E UGEW W W FFE:901.75 98.7' 55.4'61.6' 55.4' UDUDU D UDUDU D UDUD218 LF OF 12" RCP @ 0.46% 26 LF OF 12" RCP @ 0.39% 113 LF OF 15" RCP @ 0.31% 611 RIM: 900.06 603 RIM: 899.75 601 RIM: 899.15 602 RIM: 899.05 621 RIM: 898.73 206 LF OF 12" RCP @ 0.32% PROFILE: PR STORM STR 611 TO 601 885 890 895 900 905 910 915 920 925 885 890 895 900 905 910 915 920 925 0+75 0+90.00 1+00 1+50 2+00 2+50 3+00 3+27.59 3+501+00897.85899.15898.96899.292+00899.35899.94900.32900.183+00900.40900.30STORM STR 611INV(W):896.40 (12" RCP)INV(NE):897.50 (6" HDPE)INV(NW):897.50 (6" HDPE)RIM:900.06218 LF OF 12" RCP @ 0.46%STORM STR 601INV(E):895.40 (12" RCP)INV(SE):895.00 (12" RCP)INV(N):894.70 (15" RCP)INV(SW):894.00 (24" RCP)RIM:899.15HGL (TYP.) PROJECT 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. C402 STORM PLAN & PROFILE 1.REV PER CARMEL TAC 2/3/2023 AF AF AF KG 00 20'40' SCALE: 1" = 20' N 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 NOTE: THE PROPOSED STORMWATER MANAGEMENT SYSTEM ASSOCIATED WITH THIS PROJECT SHALL BE PRIVATELY OWNED. STORM SEWER SYSTEM NOTE: THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM SEWER NOTES: 1.ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443. 2.18" OF VERTICAL SEPARATION SHALL BE MAINTAINED FOR ALL UTILITY CROSSINGS. CONSTRUCTION LIMITS / PROJECT DISTURBANCE LIMITS LEGEND: FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL (REFERENCE THE CITY OF CARMEL STANDARD DRAWING 10-32) STORM STRUCTURE ID HYDRAULIC GRADE LINE 6XX 0.0 4.0 VERTICALSCALE: 1" = 5'3.0 2.0 1.0 5.0 PRINTED BY: Ashton FritzDATE: 2/3/2023 10:23 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\C401.DWG, LAYOUT: C402SURVEY CONTROL & BENCHMARK DATA: SITE BENCHMARK: SITE BM#1, PT 200, CUT "X" IN CURB NORTH OF INLET ELEVATION=899.52 (NAVD 88) N: 1711053.03 , E:167152.85 47'± WEST OF THE SOUTHEAST CORNER OF PROPERTY. ORIGINATING BENCHMARK FROM SURVEY: THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROM REAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE TRIMBLE VRS NETWORK. THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88. SURVEY DATA PROVIDED BY FOREFRONT SURVEYING, JOB #22SE-827 TBM #2, PT 201, CUT "X" ON WESTSIDE OF SIDEWALK N: 1711276.43 , E:167599.32 ELEV = 903.14 (NAVD 88) 9'± NORTH OF NORTH PROPERTY LINE & 31'± EAST OF EAST PROPERTY LINE.