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Home My WebLink AboutC200 SITE PLAN8 20453ATM TUBE TUBE E. 116th STREET WESTFIELD BLVDEntry Courtyard 71.46'x61.83' OFFICE / RETAIL SPACE 84.83'x61.83' OFFICE/RETAIL SPACE DDDDDDDDDDDDDDDDDDDDDD DDDD D D DDD D D DDDD DD D DDDDD DDDDDDDD DDDDDDDD6 FFE=819.60 MFPG = 819.03 MLAG=818.83 P2 H1 H2 P1 H3 P4 P4 P3 P3 P3 H1 H1 H1 H1 H1 H1 H1 H2 H5 H2 H3 H3 H3 H4 H4 H5 H6 H6 B1 B2 S2 S4 S4 S3 S4 S4 S5 S5 S5 S5 P2 H7 A3 S2 H1 H8 H2 H8 A2 A2 A2 A2 A2 P1 H1H5 S4 S3 A1 A1 H4 H4 H1 H1 H1 H1 P1 P1 H2 H1 S2 S4 H2 A3 A1 A1 H9 H10 H9 H10 S3 S3 S7 S7 H4 H5 H5 H4H5 H5 C200SITE PLANW220335-C200 siteSITE PLAN GENERAL NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 3.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. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6.BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8.ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 9.SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12.± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. 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. 15.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16.THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. 18.REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED. SITE DATA SITE AREA = 2.564 AC BUILDING AREA = 10,493 SF PERCENT IMPERVIOUS = 34% ZONING = B-3 FRONT YARD BSL REQUIRED = 60 FT FRONT YARD BUFFER = 5 FT REAR YARD BSL REQUIRED = 30 FT REAR YARD BUFFER = 30 FT SIDE YARD BSL REQUIRED = 30 FT SIDE YARD BUFFER = 5 FT PARKING REQUIRED: PARKING REQUIREMENT: 1 SPACE PER 250 SF PARKING REQUIRED = 41 SPACES PARKING DIMENSIONS = 9' x 18' BIKE PARKING REQUIRED = 4 SPACES PARKING PROVIDED: 43 - STANDARD SPACES 3 - ADA SPACES 46 - TOTAL SPACES SITE PLAN NOTES PAVEMENT STANDARD DUTY ASPHALT PAVING STANDARD DUTY CONCRETE WITH 1' CHAMFERED CORNERS STORM INLET WITH CONCRETE APRON SHOWN ON SHEET C302 MATCH EXISTING PAVEMENT HARDSCAPE 6" STRAIGHT CURB INTEGRAL WALK AND CURB MATCH EXISTING CURB CONCRETE SIDEWALK. SEE SHEET C201. PAVEMENT FLUSH WITH SIDEWALK RETAINING WALL PER GRADES SHOWN ON SHEET C300, COORDINATE WITH STRUCTURAL PLANS. EXISTING TRANSFORMER PAD LOCATION CONCRETE PARKING STOPS ENTRANCE PER CITY OF CARMEL COMMERCIAL DRIVEWAY DETAIL 10-22 (RADII MODIFIED). SEE SHEET C202 DEPRESSED CURB PER CARMEL DETAIL 10-23. SEE SHEET C202. BUILDING ACCESSORIES DUMPSTER ENCLOSURE CANOPY ACCESSORIES BOLLARD LIGHT POLE AND BASE BIKE RACK SIGNAGE & MARKINGS POLE/GROUND SIGN LOCATION ACCESSIBLE PARKING SPACE 4" PAINTED BLUE SOLID LINES (TYP) 4" PAINTED WHITE SOLID LINES (TYP) PAINTED WHITE DIRECTIONAL TRAFFIC ARROWS 24" PAINTED WHITE STOP BAR PEDESTRIAN CROSSWALK ADA SIGN(S) H1 H2 H3 H4 H5 H6 H7 B1 B2 A1 A2 A3 S1 S2 S3 S4 S5 S6 P1 P2 P3 P4 ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BUILDING SETBACK LINE BOUNDARY LINE CISTERN DRINKING FOUNTAIN FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD FLAG POLE PARKING METER POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POST COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER SEPTIC TANK PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (3 HEAD) PARKING LOT LIGHT (4 HEAD) PARKING LOT LIGHT (2 HEAD)HEAVY DUTY ASPHALT CONCRETE PAVEMENT RIGHT OF WAY PAVEMENT DISTRIBUTION BOX ROW RIGHT OF WAY BSL BUILDING SETBACK LINE ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION 12 PARKING COUNT STANDARD DUTY ASPHALT STONE PAVEMENT SITE PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES SECTION LINE REVISIONS AND ISSUESPart of the NW/4 of Section 06, Township 17 North, Range 4 East, Delaware Township, Hamilton County, IndianaW220335PREPARED FOR:1701 E. 116TH STREET PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:TASDESIGNED BY:DWG NAME:PROJECT NO.:W220335DATEBY09.14.2022SSRDATE:TASKnow what's below. before you dig.Call R CARMEL OFFICE BUILDINGRevised site based on Carmel comments and building changes2023-02-24SR/MSREVISIONS PER ADLS REVIEW 2023-06-05SSRSTEVEN SCOTT RUCKER P.E. 11300279ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence.SM06/13/2023 W S N E H8 S6 H9 H10 S7