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HomeMy WebLinkAboutC104 EXISTING CONDITIONS & DEMOLITION PLANEEEEEEUS 421 (MICHICANROAD)N85°28'09"E 387.12'S20°32'51"E 151 .67 ' S85°28'08"W 325.06'S04°31'52"E 33.57'S85°28'09"W 101.91'R=122.00'L=65.94'N00°23'46"E 115.74'REDD ROAD1 1 1 1 2 57.34'55.16'3 4 5 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. C104 EXISTING CONDITIONS & DEMOLITION PLAN 1.REV PER CARMEL TAC 2/3/2023 AF AF AF KG 00 30'60' SCALE: 1" = 30' N "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG.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\C104.DWG, LAYOUT: C104KEY NOTES: 1 CURB & GUTTER TO BE REMOVED FOR PROPOSED DRIVES AND DEPRESSED CURB AND GUTTER. 2 STORM STRUCTURE TO BE CORE DRILLED FOR PROPOSED STORM SEWER CONNECTION. PROTECT DURING CONSTRUCTION. ADJUST CASTING AND RIM ELEVATIONS ACCORDINGLY PER PROPOSED CONDITIONS. 3 "EXISTING" 12 INCH DIA. D.I. WATER MAIN TO BE PROTECTED THROUGHOUT CONSTRUCTION.. 4 UTILITIES TO REMAIN. PROTECT DURING CONSTRUCTION. 5 STORM SEWER AND ROADWAY UNDERDRAINS TO CONNECT AND BE MODIFIED FOR PROPOSED STORM STRUCTURE CONSTRUCTION. XX EXISTING UTILITY & SEWER DISCLAIMER: UTILITY CROSSINGS, INFORMATION AND LOCATIONS ARE APPROXIMATELY SHOWN. THIS INCLUDES ALL SEWER (SANITARY, STORM, AND COMBINE) LOCATIONS AND MEASURE DOWN INFORMATION. LOCATIONS ARE SHOWN PER INDIANA 811 MARKINGS AS LOCATED BY THE SURVEYOR (BY OTHERS), G.I.S. DATA (IF AVAILABLE), PREVIOUS PLANS AS PROVIDED BY THE OWNER / CLIENT, AND UTILITY COMPANY CORRESPONDENCE (IF ANY). ALL UTILITY LOCATIONS, SIZES, MATERIALS, INVERT, LENGTHS, ETC. ARE CONSIDERED APPROXIMATE AND MAY BE SKEPTICAL IN NATURE. THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPETE INVENTORY OF ALL EXISTING UTILITIES CURRENTLY ON OR NEAR THE SITE. THE PATH, SIZE AND LOCATION OF THESE UTILITIES MAY BE APPROXIMATE UNTIL THEY ARE EITHER RELOCATED, BY CALLING INDIANA 811 AND OTHER UTILITY LOCATE COMPANIES, OR UNTIL THEY ARE EXCAVATED TO VERIFY THE LOCATION, DEPTH, AND PATH OF THE UTILITY LINES. LOCATIONS ARE SHOWN PER INDIANA 811 MARKINGS AS LOCATED BY THE SURVEYOR (BY OTHERS), G.I.S. DATA (IF AVAILABLE), AND UTILITY COMPANY CORRESPONDENCE (IF ANY). NO ASSUMPTIONS WERE MADE CONNECTING UTILITIES OBSERVED AND LOCATED TO OTHER APPURTENANCES OR HOW THEY ENTER OR CONNECT INTO ADJOINING HOUSES OR BUILDINGS UNLESS IDENTIFIED BY THE SURVEYOR PER ONSITE UTILITY MARKINGS OR AS INDICATED BASED ON G.I.S. / UTILITY PLAN DATA. FRITZ ENGINEERING SERVICES, LLC DID NOT ADD, INTERPOLATE, ASSUME, OR DEPICT ANY UTILITY LINE DIRECTIONS OR CONNECTIONS OUTSIDE WHAT WAS PROVIDED. NO ATTEMPT WAS MADE AS PART OF THIS PROJECT TO OBTAIN OR SHOW DATA CONCERNING EXISTENCE, SIZE, DEPTH, CONDITION, CAPACITY, OR LOCATION OF ANY UTILITY, PUBLIC SERVICE FACILITY, OR UTILITY SERVICE LINES TO THE PROPERTY. NO EXCAVATIONS WERE MADE DURING THE COURSE OF THIS PROJECT TO LOCATE UNDERGROUND UTILITIES AND/OR SEWER STRUCTURES. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS MADE TO THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PRESENTED ON UNDERGROUND UTILITIES AND SEWERS, OR AS TO ITS FITNESS FOR ANY PARTICULAR PURPOSE OR USE. IN NO EVENT WILL FRITZ ENGINEERING SERVICES, LLC, ITS EMPLOYEES, AGENTS, AND/OR ASSIGNS BE LIABLE FOR ANY DAMAGES ARISING OUT OF THE FURNISHING AND/OR USE OF SUCH INFORMATION. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS OF ALL EXISTING UTILITIES WITHIN AREA OF WORK PRIOR TO CONSTRUCTION. ENGINEER SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS FOUND. UTILITY RELOCATION NOTE: UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.