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HomeMy WebLinkAbout26 C101 General InformationABBREVIATIONS AND TERMS IE4NV = INVERT ELEVATION TC =TOP OF CURB RIM = RIM I TOP OF CASTING GUT =GUTTER RCP = REINFORCED CONCRETE PIPE HOPE = HIGH DENSITY POLYETHYLENE PIPE SSD = SUBSURFACE DRAW DID =UNDERDRAIN MH =MANHOLE STIR =STRUCTURE RGBUE =REGULATED GRAIN AND UTILITY EASEMENT Eli = DRAINAGE AND UTILITY EASEMENT SDBUE =SANITARY, DRAINAGE, AND UTILITY EASEMENT WBUE = WATER AND UTILITY EASEMENT SE = SANITARY EASEMENT SAN =SANITARY SEWER HC =HANOICAP RAMP ME =MATCH EXISTING STM =STOW SEWER WIDE = MINIMUM PAD ELEVATION NP =NORMAL POOL ELEV =ELEVATION TYP =TYPICAL FIR =PROPOSED EX =EXISTING R RADIUS BB =BACKTO BACK ROW =RIGHT OF WAY LF =LINEARFEET RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City d Carm�ed �VT�'�Bav41WML DATE: 09/10/19 SURVEY/EXISTING CONDITION LEGEND Q SECTION MONUMENT O UTILITYPOLE FIRE HYDRANT ♦ BENCHMARK ■ $MAN POLE ® WATER MANHOLE 00 ROWMCNUMENT III POWERPOLE ® WELL O PROPERTY MONUMENT 1K LIGHTPOLE use WATER VALVE o STANDPIPE / TELEPHONE POLE ago SPRINKLERVALVE POST • GUY POLE 0 SPRINKLER ® AIRCCNDITIONER 0 TELEPHONE BOOTH ® WATERSPIGOT sT STORAGETANK TQ TELEPHONE RISER ® MONITORING WELL O SEPTIC TANK ® TELEPHONE MANHOLE ® WATER WATER O GREASE PIT TANK B CABLE RISER © GAS MANHOLE g] FOUNTAIN ® CABLE MANHOLE ® GAS STORAGE WELL 0 SHRUB 1 LOOP DETECTOR ® GAS METER n STUMP LOOP DETECTOR HOUSING © NATURAL GAS WELL Si SATELITE DISH 5® SANITARYMANHOLE 65 GAS VALVE ANTENNA ® WETWELL ® PROPANE TANK COAL CHUTE UFTSTATION PETROLEUMTESTWEUL GUY WIRE FORCE MAIN MANHOLE S'c PETROLEUM VALVE — SIGN @n CLEAN OUT ® TRAFFICMANHOLE t,3 CROSS LIGHT © COMBINATION MANHOLE © HAND HOLE GROUND LIGHT ® STORM MANHOLE ❑ CONTROLLERCABINET 'i FLAGPOLE ® CURB INLET O TRAFFIC SIGNAL V MAST ARM POLE ❑ CATCH BASIN ®E ELECTRIC MANHOLE 8 DROPINLET © ELECTRIC RISER D ENO SECTION ELECTRIC METER do FLAPGATE E TRANSFORMER H DOWNSPOUT ELECTRIC OUTLET x x BARB-WRE FENCE TV CABLE TV LINE" —i i— WOOD FENCE E ELECTRIC UNE' r RAIL WOVEN FENCE FO FIBER OPTIC LINE —0 —0— CHAINIUNK FENCE STORM SEWER IRON FENCE ------ SANITARYSEWER PRIVACY FENCE FM FORCE MAIN ———�—�-- GUARDRAIL G GAS LINE FLOW LINE T TELEPHONE LINE" TREEISHRUBLINE W WATERLINE "PREFIX FOR UTILITY LINES: UG-UNDERGROUND OH -OVERHEAD PROPOSED LEGEND PD HYDRANT FLOW LINE, PAVEMENT • VALVE —>—•••— FLOW LINE, SWALE(GRI A TEE FD FOUNDATION DRAIN „_, ADAPTER —TV— CABLE TV LINE" rl BEND E ELECTRICLINE^ ❑ae TEMP. RUSH HYDRANT FO FIBEROPTICLINE IN BLOW-0FF SUBSURFACE DRAIN ® THRUST BLOCK —DO— STORM UNDERDRMN V PLUG STORM SEWER 17 REDUCER SANITARY SEWER MJ. SLEEVE —FM— FORCE MAIN y T CROSS G GAS LINE Q WATER METER T TELEPHONE LINE" �rN POST INDICATOR VALVE W WATERLINE • FIRE CONNECTION 8'W TRANSFORMERPAD "PREFIX FOR UTILITY LINES: y®, } RELOCATED ELECTRICITELEPHONE POLE UG-UNDERGROUND OH - OVERHEAD SIGN HANDICAP PARKING FLOW ARROW �on CLEAN OUT 17M — — EXISTING CONTOURS STORMTECH STORM CHAMBER— PROPOSED CONTOURS SANITARYMANHOLE 4:XXX. FLOW LINE ELEVATION STORM MANHOLE XXX.X SPOT ELEVATION XXX.XX H.P. HIGH PUNT ELEVATION ® STORM COMBINATION INLET XXX.XX L.P. LOW POINT ELEVATION ❑0 STORM GRATE INLET DRAIN TC:XXXX TOPSOTTOM ®STORM SEEHIVEYARD BC:XXXX CURBELEVATION m STORM ENO SECTION WXXX. TOPBOTTOM WXXX, WALL ELEVATION ® BMPIAQUA-SWIRL //�� (field STORM STRUCTURE NUMBER ME -MATCH EXISTING GRADE SURVEY NOTES: 1) The unions indicated on these construction plans and proxy survey may not be a compete Inverrary of all exictin9 utilities currently on or nearihe site. The size and location of these utilities maybe approximate. The engineer Mail not be held liable for anyinaccurate utility information indicated, or not indicated on the survey. 2) Topographic information provdetl harem was obtained by field work perfomnetl by andberfinn and prodded to Fritz Engineering Serpri LLC Fritz Engineering Sa yho s, LLC shall not be responsible far any existing Core lions shown within this se N plans. DEMOLITION NOTES: i) It shelf W the responsibility N the contractor to remove any materials andforerubtures not located on Nis survey. 2) It shall be the responsibiay of the contractor to verify all existing Ali and their locations pertaining to their phase of wok, and to verify which Militias will be removed by the utility company. Any aM all choose not removed by the utility company shall be removed by the contractor. 3) Wility locations shown are a pprodmate and shall be relocated maker capped at the Right-0f-Way line and abandoned haters construction at no additional cost to Me real 4) The owner gets the fi rat right of salvage. 5) All demeition material not being salvage shall be properly disposed of offstle by the cor4ractor. 6) The conlraclor shell obtain all recreation permits required by Me local and were agencies. 7) The contractor Mall maintain streets add shared drives free add clear of sediment add debris. 8) The contactor is responsible, Or Me protection of all exiling utility lines unless otherwise slated. 9) Contractor shall coordinate all temporarvsbut down of existing utility services with the appropriate utility department owner, authority, etc, 10) Contractor shall coordinate any recessary slreN ordrive closures required. SITE/LAYOUT NOTES: 1) See arMnectur'al plans Mall building dimensions. Anydlmenslons shown heren Mall be considered conceptual. 2) Al dimensions am to edge of pavement or back of such, unless noted otherwise. 3) At dimensions are to face of mck or facing material, unless noted oPerv4se. 4) Provide smooth transitions from new areas to awaiting features as appropriate. GRADING NOTES: 11 Earthwork 8 grading shell not start until erosion control measures have been properly insisted. 2) Occupational safety and health adminlsration(OSHA) standards for excavations; final rule 29 cfr part 1926 subpart'b" applies to all excavations exceeding five (5) feet in depth. 3) ProAdeposifivedrainage Pat assures no pending in all areas. Pfiainstallation contactor totesifor,aM correct, many standing water cordtlions ere present. 4) At proposed spot elevators are Me final pavement and grade elevations. See appropriate details add specifications to determine Me subgrade elavations them finish grade elevations for construction. 5) The maximum slope to W used in nonpaved areas shall be 31. 6) All sidewalks cress slaves shall not exceed 2%DM) unless noted otherwise. 7) Provdesmodhtmnstlimsfromnewamasloedalingfe tumsasappmpnale. PART OF LOT 1 OF BLOCK 3OF THE SECONDARY FINAL PLAT FOR MAYFLOWER PARK, AN ADDITION TO THE CITY OF CARMEL, INDIANA, AS PER PLAT THEREOF RECORDED AS INSTRUMENT NUMBER 2000-45587 IN PLAT CABINET 2, SLIDE 481 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1; THENCE SOUTH 89°39'59" EAST (PLAT BEARING) ALONG THE NORTH LINE THEREOF A DISTANCE OF 584.20 FEET; THENCE SOUTH 00000'00" EAST A DISTANCE OF 414.61 FEET; THENCE PARALLEL WITH THE NORTH LINE OF SAID LOT 1, NORTH 89-39'59" WEST A DISTANCE OF 584.18 FEET TO A POINT IN THE WEST LINE OF SAID LOT 1; THENCE ON AND ALONG SAID WEST LINE, NORTH 00000'11" WEST 414.61 FEET TO THE POINT OF BEGINNING. CONTAINING 5.560 ACRES, MORE OR LESS; SUBJECT TO RIGHTS -OF -WAY, EASEMENTS AND RESTRICTIONS. EXISTING PARKING DATA STANDARD SPACES: 59 ADASPACES: 1 TOTALSPACES: 60 "IT'S THE LAWn is Know what's below. Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. Cooler Design Architecture. Planning and Interior Design 905 N. Marcum Street Suite Inclartilibi IN 46260 R1317816.1144 WWW.<OOWIOe9gM1f4T vxKRT'osmotg6vu( LL[tIM SWLLNOTBEIIFVNWXapW WIYM£pIWWpI BYMIYMNl4 ME[LERINc PBE[R(WK Wr11 nIERNIE4 YATEMCWIFN(Or C0.YFa LaSGN 4[ crorocxrmu N,D%esi ulfuun�mvv.,%, o��tSf�pEp�STfRf�/fl%S Z No. o `1 firs =RPE10707583t- a of J%/2> STATEOF. U I.L. 4\ pB�iHIAI�plptppO�S LED S/5/1M PLAN NORTH m (PROJECT AREA SHOWN SHADED) � I Q Z U W IY 0 > fn O K U 0L Q c O U !? U a> 1 x � Q QZ Z ❑ K 011 Q ^J LL Z O z Q v a z 0 J LL �UjIO cifa LL w ° Z tillW " � J 0 N � aOf Go w a w Dow a Z V (� Q W W 3 _ = �I''� 0 V V W fn [SHEET C NO.