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HomeMy WebLinkAboutC101 GENERAL INFORMATION PLANPROJECT 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: LAKEFRONT COURT 2 CARMEL SCIENCE & TECHNOLOGY PARK DAVID RAUSCH STUDIO 170 S. MAIN STREET ZIONSVILLE, IN 46077 5/18/2022 2204001 LAKEFRONT COURT CARMEL, INDIANA 46032 HAMILTON COUNTY NW 1 4, S36 , T18N, R3E SHEET NAME SHEET NO. PRELI MI N A R Y NOT F O R CONS T R U C TI O N ©2022 FRITZ ENGINEERING SERVICES, LLCDEMOLITION NOTES: GRADING NOTES: 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, if 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. SURVEY NOTES: 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)Boundary & Topographic Survey information provided herein was obtained by research and field work performed by others. 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. SITE/LAYOUT NOTES: 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 = 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 STORM STRUCTURE NUMBER### FLOW LINE, SWALE (GRASS) LAND DESCRIPTION: SOIL MAP C101 GENERAL INFORMATION PLAN 1.REV PER TAC COMMENTS 7/7/2022 AF AF AF KG FROM SURVEY: LOT 2 IN LOTS 2, 3, 4, AND 5 OF BLOCK 11 CARMEL SCIENCE AND TECHNOLOGY PARK, A SUBDIVISION IN HAMILTON COUNTY, CLOY TOWNSHIP, INDIANA, THE PLOT OF WHICH SUBDIVISION IS RECORDED IN PLAT CABINET 4, SLIDE 349, AS INSTRUMENT NUMBER 2007043932 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. LESS AND EXCEPTING THAT PORTION OF LAND CONVEYED TO THE CITY OF CARMEL, INDIANA BY THAT CERTAIN SPECIAL (LIMITED) WARRANTY DEED RECORDED APRIL 17, 2018 AS INSTRUMENT NO. 2018016184 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA AND DESCRIBED AS FOLLOWS: PART OF LOT 2 IN LOTS 2, 3, 4, AND 5 OF BLOCK 11 CARMEL SCIENCE AND TECHNOLOGY PARK, A SUBDIVISION IN HAMILTON COUNTY, CLOY TOWNSHIP, INDIANA, THE PLAT OF WHICH SUBDIVISION IS RECORDED IN PLAT CABINET 4, SLIDE 349, OS INSTRUMENT NUMBER 2007043932 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA AND BEING ALL THAT PORT OF THE GRANTOR'S LAND LYING WITHIN THE RIGHT OF WAY LINES DEPICTED ON THE ATTACHED RIGHT OF WAY PARCEL PLOT, MARKED EXHIBIT ·S", DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 1 OF BLOCK 11 OF THE CONDITIONAL SECONDARY PLOT CARMEL SCIENCE AND TECHNOLOGY PORK THE PLAT OF WHICH IS RECORDED AS INSTRUMENT NUMBER 9109164 IN THE OFFICE OF THE RECORDER OF SAID COUNTY ALSO BEING THE POINT DESIGNATED "250010" ON THE LOCATION CONTROL ROUTE SURVEY PLAT RECORDED AS INSTRUMENT NUMBER 2017012774, IN THE OFFICE OF THE RECORDER OF SAID COUNTY; THENCE NORTH 00 DEGREES 48 MINUTES 04 SECONDS WEST A DISTANCE OF 265.07 FEET (265.00 FEET PER INSTRUMENT NUMBER 2007030894) ALONG THE EAST LINE OF SAID LOT 1 TO THE POINT DESIGNATED "250008" ON THE LOCATION CONTROL ROUTE SURVEY PLOT; THENCE NORTH 89 DEGREES 26 MINUTES 20 SECONDS EAST A DISTANCE OF 20.06 FEET (20.00 FEET PER INSTRUMENT NUMBER 2007030894); THENCE NORTH 00 DEGREES 46 MINUTES 20 SECONDS EAST A DISTANCE OF 76.76 FEET (76.75 FEET PER INSTRUMENT NUMBER 2007030894) TO THE SOUTH LINE OF LOT 3, IN SAID PLAT OF LOTS 2, 3, 4, AND 5 OF BLOCK 11, CARMEL SCIENCE AND TECHNOLOGY PARK, SECONDARY PLAT ALSO BEING THE POINT DESIGNATED •25OOOR ON THE LOCATION CONTROL ROUTE SURVEY PLAT; THENCE NORTH 89 DEGREES 12 MINUTES 46 SECONDS EAST O DISTANCE OF 169.91 FEET (170.00 FEET PER INSTRUMENT NUMBER 2007030894), ALONG SAID SOUTH LINE OF LOT 3, TO THE BOUNDARY OF LAKEFRONT COURT; THENCE ALONG SAID LAKEFRONT COURT BOUNDARY NORTHEASTERLY A DISTANCE OF 62.77 FEET (62.83 FEET PER INSTRUMENT NUMBER 2007030894) ALONG ON ARC TO THE RIGHT HAVING A RADIUS OF 60.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 29 DEGREES 15 MINUTES 09 SECONDS EAST AND A LENGTH OF 59.95 FEET TO THE WEST LINE OF SAID LOT 2; THENCE NORTH 00 DEGREES 47 MINUTES 14 SECONDS WEST A DISTANCE OF 201.47 FEET, ALONG SAID WEST LINE LOT LINE, TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE NORTH 00 DEGREES 47 MINUTES 14 SECONDS WEST A DISTANCE OF 21.42 FEET, CONTINUING ALONG SAID WEST LINE, TO THE SOUTHERN BOUNDARY OF CARMEL DRIVE; THENCE ALONG SAID SOUTHERN BOUNDARY SOUTHEASTERLY A DISTANCE OF 9.01 FEET (10.04 FEET PER INSTRUMENT NUMBER 2007030894) ALONG AN ARC TO THE RIGHT HAVING A RADIUS OF 375.10 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 82 DEGREES 07 MINUTES 22 SECONDS EAST AND A LENGTH OF 9.00 FEET; THENCE CONTINUING ALONG SAID SOUTHERN BOUNDARY SOUTHEASTERLY A DISTANCE OF 145.34 FEET (147.06 FEET PER INSTRUMENT NUMBER 2007030894) ALONG AN ARC TO THE LEFT HAVING A RADIUS OF 750.00 FEET AND SUBTENDED BY A LONG CHORD HAVING O BEARING OF SOUTH 67 DEGREES 06 MINUTES 26 SECONDS EAST AND A LENGTH OF 145.11 FEET TO THE POINT DESIGNATED "770" ON SAID PARCEL PLOT; THENCE NORTH 75 DEGREES 42 MINUTES 13 SECONDS WEST A DISTANCE OF 146.85 FEET, TO THE POINT OF BEGINNING AND CONTAINING 1,348 SQUARE FEET MORE OR LESS. SS SANITARY LATERAL FIRM MAP "IT'S THE LAW" R Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG.PRINTED BY: Ashton FritzDATE: 7/8/2022 3:06 PMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2204001 - LAKEFRONT COURT 2\02 CIVIL\PLANS\C100.DWG, LAYOUT: GENERAL INFORMATION PLAN