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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: 146TH & HAZEL DELL, PARCEL 2 BUILDING 2, PHASE B STUDIO THREE DESIGN 8604 ALLISONVILLE ROAD, STE 330 INDIANAPOLIS, IN 46250 5/14/2021 2104003 14555B HAZEL DELL PKWY. CARMEL, INDIANA 46033 HAMILTON COUNTY NW 1 4, S22, T18N, R4E SHEET NAME SHEET NO.©2021 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, 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. 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 provided by Hamilton Designs. The existing conditions shown here on might not be a full inventory or accurate depiction of all the existing facilities. Fritz Engineering Services, LLC shall not be responsible for any existing conditions shown or not 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 AC TV TV C E EM E E FM F G G GW GP HH LS M G PV PT S SV ST D TB T T TR FG W W WW WV GV SECTION MONUMENT BENCHMARK ROW MONUMENT PROPERTY MONUMENT STAND PIPE POST AIR CONDITIONER STORAGE TANK FOUNTAIN SHRUB STUMP SATELITE DISH ANTENNA COAL CHUTE GUY WIRE SIGN CROSS LIGHT GROUND LIGHT FLAG POLE MAST ARM POLE GREASE PIT TANK UTILITY POLE STRAIN POLE POWER POLE LIGHT POLE TELEPHONE POLE GUY POLE TELEPHONE BOOTH TELEPHONE RISER TELEPHONE MANHOLE CABLE RISER CABLE MANHOLE LOOP DETECTOR LOOP DETECTOR HOUSING SANITARY MANHOLE WET WELL LIFT STATION FORCE MAIN MANHOLE CLEAN OUT COMBINATION MANHOLE STORM MANHOLE CURB INLET CATCH BASIN DROP INLET END SECTION FLAP GATE DOWN SPOUT FIRE HYDRANT WATER MANHOLE WELL WATER MATER MONITORING WELL WATER VALVE SPRINKLER VALVE SPRINKLER WATER SPIGOT GAS MANHOLE GAS STORAGE WELL GAS METER NATURAL GAS WELL GAS VALVE PROPANE TANK PETROLEUM TEST WELL PETROLEUM VALVE TRAFFIC MANHOLE HAND HOLE CONTROLLER CABINET TRAFFIC SIGNAL ELECTRIC MANHOLE ELECTRIC RISER ELECTRIC METER TRANSFORMER ELECTRIC OUTLET SEPTIC TANK BARB-WIRE FENCE WOOD FENCE RAIL WOVEN FENCE CHAIN-LINK FENCE IRON FENCE PRIVACY FENCE T T T T T GUARD RAIL FLOW LINE TREE/SHRUB LINE 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 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: PARCEL 2 IN RIVERVIEW MEDICAL PARK, PER PLAT THEREOF RECORDED AS INSTRUMENT NUMBER 2003-88086, PLAT CABINET 3, SLIDE 242, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. C101 GENERAL INFORMATION PLAN 1.REV. PER CARMEL REVIEW 8/20/2021 AF AF AF KG BSL = BUILDING SETBACK LINE PSL = PARKING SETBACK LINE PROPERTY LINE SOIL MAP FLOOD INSURANCE RATE MAP