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HomeMy WebLinkAboutC200 SITE PLAN131ST STREET 14 14 14 14 12 15 S61 ° 2 3 ' 4 8 " E 2 2 2 . 1 8 ' S28°40'59"W 192.79' S61 ° 1 9 ' 0 1 " E 3 0 7 . 8 5 'S30°37'31"W 41.71'S72°09'4 2 " W 1 2 3. 1 8' S89°03'11"W 423.55' DELTA=10°10'10" R=3036.83' T=270.22' L=539.01' CH BRG=N20°36'00"E CH LEN=538.30' EX. POND 4 14 14 14 14 15 P4 P4 P4 P4 P4 H1 H1 H1 H1 H1 H1 H1 B1 B2 B2 H6 H6 H6 H6 H3 H3 H8 H7 H9 A3 A2 A4 S2 S3 H8 H7 S3 H7 H8 H7 H7 H4 H8 H8 H7 S3 S3 S4 S4 S4 S4 A2 A2 A2 A2 H10 P3 P3 H1 H1 H1 H1 B2 B2 H5 H2 P3 S2 H2 H8 H8 H4 H4 H4 TYP. TYP. TYP. TYP. H6 P2 H2 H2 P1 P1 P1 P1 P1 P2 H1 P3 A1TYP. A1 17 S P A C E S O F C R O S S A C C E S S P A R K I N G 7 LONG TERM BICYCLE PARKING SPACES PROVIDED INSIDE BUILDING 2 S P A C E S O F C R O S S AC C E S S P A R K I N G W220592-C200 site planC200SITE PLANW22.0592TASW22.059203.20.2024SSRSSRCOURTYARD BY MARRIOTT13285 ILLINOIS ST., CARMEL, IN 4603210 9abcd 8 7 6efgh109876 5 4 3 2 Part of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana1 PREPARED FOR:PROJECT NO. SHEET NO.abcd5 4 3 2 e1 fhSUBMITTAL TO CITY OF CARMEL03.20.2024TASRESUBMITTAL TO CITY OF CARMEL05.15.2024TASRESUBMITTAL TO CITY OF CARMEL06.04.2024TASgALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SMENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape Architecture06/13/2024PROJECT NO.:REVISIONS AND ISSUESDATEBYDWG NAME:DESIGNED BY:DRAWN BY:CHECKED BY:DATE:W S N E Know what's below. before you dig.Call R PLAN CERTIFICATE NOTE: ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORM SEWERS AND ALL OTHER EXISTING CONDITIONS ITEMS WERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001, DATED: 01/11/2019 STEVEN SCOTT RUCKER P.E. 11300279APPROVAL PENDINGNOT FOR CONSTRUCTIONRESUBMITTAL TO CITY OF CARMEL06.13.2024TASSITE DATA SITE AREA = 3.37 AC BUILDING AREA TOTAL=50,321 SF PERCENT IMPERVIOUS = 59% MAX LOT COVERAGE = 80% ZONING = MC REAR YARD BSL REQUIRED = 20 FT REAR YARD BUFFER = 15 FT SIDE YARD BSL REQUIRED = 15 FT SIDE YARD BUFFER = 20 FT PARKING REQUIRED: PARKING REQUIREMENT: 1 PER HOTEL ROOM, PLUS 1 PER EMPLOYEE LARGEST SHIFT, 4. PARKING REQUIRED = 106 SPACES PARKING DIMENSIONS = 9'x18', 9'x20' BIKE PARKING REQUIRED SHORT TERM = 4 SPACES (6 PROVIDED) LONG TERM = 7 SPACES WITHIN BUILDING PARKING PROVIDED: 81 - NEW STANDARD SPACES 6 - NEW ADA SPACES 87 - TOTAL NEW SPACES 19 - EXISTING CROSS ACCESS SPACES REMAINDER OF REQUIRED PARKING IS SATISFIED BY RECIPROCAL PARKING AGREEMENT (DMS 4483639v3) FOR THE ENTIRE CMC DEVELOPMENT. SITE PLAN NOTES PAVEMENT STANDARD DUTY ASPHALT PAVING STANDARD DUTY CONCRETE WITH 1' CHAMFERED CORNERS CONCRETE APRON AROUND STORM AND SANITARY STRUCTURES IN PAVED AREAS. REFER TO SHEET C602 FOR DETAIL. MATCH EXISTING PAVEMENT HARDSCAPE 6" STRAIGHT CURB INTEGRAL WALK AND CURB MATCH EXISTING CURB TAPER CURB WITHIN 3 FEET CONCRETE PARKING BARRIER CONCRETE SIDEWALK ACCESSIBLE RAMP PAVEMENT FLUSH WITH SIDEWALK TRANSFORMER PAD LOCATION CONCRETE FLUME THROUGH CURB. REFER TO SHEET C201 FOR DETAIL. BUILDING ACCESSORIES DUMPSTER ENCLOSURE. SEE STRUCTURAL DRAWING BY OTHERS. CANOPY. SEE STRUCTURAL DRAWING BY OTHERS. ACCESSORIES BOLLARD. SEE STRUCTURAL DRAWING BY OTHERS. LIGHT POLE AND BASE EXISTING LIGHT POLE AND BASE BIKE PARKING. REFER TO SHEET C202 FOR DETAIL. SIGNAGE & MARKINGS NOT USED ACCESSIBLE PARKING SPACE PEDESTRIAN CROSSWALK 4" PAINTED WHITE SOLID LINES (TYP) H1 H2 H3 H4 H5 H6 H7 H8 H9 B1 B2 A1 A2 A3 S1 S2 S3 S4 P1 P2 P3 P4 ORNAMENTAL LIGHT UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER RIGHT OF WAY LINE EASEMENT LINE TREELINE BUILDING SETBACK LINE BOUNDARY LINE FIRE DEPT HOOKUP FIRE HYDRANT WATER METER WATER VALVE GAS METER ELECTRIC METER BOLLARD PARKING WHEEL STOP ACCESSIBLE SPACE CURB INLET SQUARE INLET SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE PARKING LOT LIGHT (2 HEAD) CONCRETE PAVEMENT ROW RIGHT OF WAY BSL BUILDING SETBACK LINE ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION12PARKING COUNT STANDARD DUTY ASPHALT PAVEMENT SITE PLAN LEGEND UTILITIES ABBREVIATIONSOTHER LINE TYPES SECTION LINE H10 CONCRETE WALK -NOTE- ALL ONSITE STORM SEWERS WILL BE PRIVATE. A4