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HomeMy WebLinkAboutC101 GENERAL INFORMATION PLAN1.REV PER CARMEL TAC 2/3/2023 AF 1)Earthwork & grading shall not start until erosion control measures have been properly installed. 2)Occupational safety and health administration (OSHA) standards for excavations; final rule 29 cfr part 1926, subpart "p" applies to all excavations exceeding five (5) feet in depth. 3)Provide positive drainage that assures no ponding in all areas. After installation, contractor to test for, and correct, in any, standing water conditions are present. 4)All proposed spot elevations are the final pavement and grade elevations. See appropriate details and specifications to determine the subgrade elevations below finish grade elevations for construction. 5)All sanitary manholes in non-paved areas shall be 3" above grade. 6)The maximum slope to be used in non-paved areas shall be 3:1. 7)All A.D.A. parking spaces & access aisles shall be level with surface slopes not to exceed 2% (1:50) in any direction as which to comply with A.D.A requirements. 8)All sidewalks cross slopes shall not exceed 2% (1:50) unless noted otherwise. 9)Provide smooth transitions from new areas to existing features as appropriate. 1)The utilities indicated on these construction plans and on the survey may not be a compete inventory of all existing utilities currently on or near the site. The size and location of these utilities may be approximate. The engineer shall not be held liable for any inaccurate utility information indicated, or not indicated on this survey. 2)Topographic information provided herein was obtained by field work performed by another firm and provided to Fritz Engineering Services, LLC. Fritz Engineering Services, LLC shall not be responsible for any existing conditions shown within this set of plans. 1)It shall be the responsibility of the contractor to remove any materials and/or structures not located on this survey. 2)It shall be the responsibility of the contractor to verify all existing utilities and their locations pertaining to their phase of work, and to verify which utilities will be removed by the utility company. Any and all utilities not removed by the utility company shall be removed by the contractor. 3)Utility locations shown are approximate and shall be relocated and/or capped at the Right-Of-Way line and abandoned before construction at no additional cost to the owner. 4)The owner gets the first right of salvage. 5)All demolition material not being salvage shall be properly disposed of offsite by the contractor. 6)The contractor shall obtain all demolition permits required by the local and state agencies. 7)The contractor shall maintain streets and shared drives free and clear of sediment and debris. 8)The contractor is responsible for the protection of all existing utility lines unless otherwise stated. 9)Contractor shall coordinate all temporary shut down of existing utility services with the appropriate utility department, owner, authority, etc. 10)Contractor shall coordinate any necessary street or drive closures required. 1)See architectural plans for all building dimensions. Any dimensions shown herein shall be considered conceptual. 2)All dimensions are to edge of pavement or face of curb, unless noted otherwise. 3)All dimensions are to face of brick or facing material, unless noted otherwise. 4)All parking area stripes are to be 4" white paint. Handicapped parking areas and access aisles shall be 4" blue paint. 5)Provide smooth transitions from new areas to existing features as appropriate. 6)The edge of existing asphalt pavement shall be properly sealed with a tack coat material in all areas where new asphalt pavement is indicated to join existing pavement. 7)Provide chamfer ends at curbs. 8)Verify sign locations & sign requirements with local governing municipality. RCP IE/INV = INVERT ELEVATION = REINFORCED CONCRETE PIPE HDPE = HIGH DENSITY POLYETHYLENE PIPE SSD = SUB-SURFACE DRAIN MH STR RD&UE D&UE SD&UE SAN HC ME STM ROW MPE TYP PR EX R B-B = MANHOLE = STRUCTURE = REGULATED DRAIN AND UTILITY EASEMENT = DRAINAGE AND UTILITY EASEMENT = SANITARY, DRAINAGE, AND UTILITY EASEMENT = SANITARY SEWER = HANDICAP RAMP = MATCH EXISTING = STORM SEWER = RIGHT OF WAY = MINIMUM PAD ELEVATION = TYPICAL = PROPOSED = EXISTING = RADIUS = BACK TO BACK = SANITARY EASEMENT = WATER AND UTILITY EASEMENT SE W&UE ABBREVIATIONS AND TERMS = RIM / TOP OF CASTING = TOP OF CURBTC RIM = GUTTERGUT = NORMAL POOL = ELEVATION NP ELEV LF = LINEAR FEET UD = UNDERDRAIN EXISTING CONTOURS FLOW ARROW PROPOSED CONTOURS785 785 TEMP. FLUSH HYDRANT BLOW-OFF WATER METER REDUCER THRUST BLOCK M.J. SLEEVE PLUG CROSS FIRE CONNECTION M T CO POST INDICATOR VALVEPIV FLH R TC:XXX.XX BC:XXX.XX XXX.XX XXX.XX H.P. XXX.XX L.P. :XXX.XX TW:XXX.XX BW:XXX.XX FLOW LINE ELEVATION SPOT ELEVATION HIGH POINT ELEVATION LOW POINT ELEVATION TOP/BOTTOM CURB ELEVATION TOP/BOTTOM WALL ELEVATION ME - MATCH EXISTING GRADE TV CABLE TV LINE** E ELECTRIC LINE** FO FIBER OPTIC LINE FM STORM SEWER G SANITARY SEWER T FORCE MAIN W GAS LINE TELEPHONE LINE** WATER LINE **PREFIX FOR UTILITY LINES: UG - UNDERGROUND OH - OVERHEAD HYDRANT VALVE TEE ADAPTER BEND TRANSFORMER PAD RELOCATED ELECTRIC/TELEPHONE POLE SIGN HANDICAP PARKING CLEAN OUT STORMTECH STORM CHAMBER SANITARY MANHOLE STORM MANHOLE STORM COMBINATION INLET STORM GRATE INLET STORM BEEHIVE/YARD DRAIN STORM END SECTION BMP/AQUA-SWIRL >>>>>FLOW LINE, PAVEMENT FD FOUNDATION DRAIN UD STORM UNDERDRAIN 8''W SUB-SURFACE DRAIN PROPOSED LEGEND STORM STRUCTURE NUMBER### FLOW LINE, SWALE (GRASS) SOILS MAP AND INFORMATION 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. DE = DRAINAGE EASEMENT FLOOD MAP 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\C100.DWG, LAYOUT: GENERAL INFORMATION PLANSURVEY NOTES: DEMOLITION NOTES: SITE/LAYOUT NOTES: GRADING NOTES: LAND DESCRIPTION (FROM SURVEY): THE FOLLOWING DESCRIPTION WAS PREPARED BY JOSEPH TRTAN, P.S. - INDIANA #LS21500003 OF FOREFRONT SURVEYING AND ENGINEERING AS PART OF A SURVEY PERFORMED UNDER JOB NO. 22SE-827, DATED 10/05/2022. PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00 DEGREES 23 MINUTES 46 SECONDS WEST ALONG THE WEST LINE OF SAID QUARTER SECTION, 1076.05 FEET TO THE NORTHWEST CORNER OF INSTRUMENT NUMBER 2021090161 AS RECORDED IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE 85 DEGREES 28 MINUTES 08 SECONDS EAST ALONG THE NORTH LINE OF SAID INSTRUMENT, 56.21 FEET TO THE POINT OF BEGINNING; THENCE NORTH 85 DEGREES 28 MINUTES 09 SECONDS EAST ALONG THE SOUTH LINE OF INSTRUMENT NUMBER 2022040971, 387.12 FEET TO THE WEST LINE OF INSTRUMENT NUMBER 2000-7274; THENCE SOUTH 20 DEGREES 32 MINUTES 51 SECONDS EAST ALONG SAID WEST LINE, 151.67 FEET TO THE NORTHEAST CORNER OF INSTRUMENT NUMBER 20190584121; THENCE ALONG THE NORTHERN PERIMETER OF SAID INSTRUMENT NUMBER 2019 0584121 FOR THE SUBSEQUENT THREE (3) COURSES: 1) SOUTH 85 DEGREES 28 MINUTES 08 SECONDS WEST, 325.06 FEET; 2) THENCE SOUTH 04 DEGREES 31 MINUTES 52 SECONDS EAST, 33.57 FEET; 3) THENCE SOUTH 85 DEGREES 28 MINUTES 09 SECONDS WEST, 101.91 FEET TO THE EAST RIGHT OF WAY LINE OF REDD ROAD; THENCE ALONG SAID EAST RIGHT OF WAY LINE, 65.94 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 122.00 FEET, AND CHORD BEARING NORTH 15 DEGREES 05 MINUTES 15 SECONDS WEST, 65.14 FEET; THENCE CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, NORTH 00 DEGREES 23 MINUTES 46 SECONDS EAST, 115.74 FEET TO THE POINT OF BEGINNING, CONTAINING 1.47 ACRES, MORE OR LESS. AF AF KG C101 GENERAL INFORMATION PLAN FLOOD ZONE: THE PROJECT SITE IS LOCATED WITHIN THE FEMA COMMUNITY PANEL MAP NO. 18057C0205G WITH AN EFFECTIVE DATE OF 11/19/2014. REVIEW OF THE MAP INDICATES THE SITE IS LOCATED WITHIN THE FLOOD DESIGNATION 'ZONE X' (UNSHADED), “AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN”. THE FEMA MAP IS INCLUDED IN APPENDIX B.