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Home My WebLink AboutC200 SITE PLANONLY 6 5 88 15 15 10 P4 M1 BSLBSLBSLBSLBSLBSLBSLBSLBSLBSLM1 M1 H5 H5 P5 P5 H3 P3 A3 A2 H2 H2 P1 P1 P1 P1 P2 P2 P2 P2 P2 P2 P2 H6 H6 H6H6 P4 P4 P4 P4 P4 H1 H1 H1 H1H1 H1 H1 H1 H1 H1 H1 H8 H4 A2A1A1A2 H8 H4 H10 A2A2 S2 S2 H7 H7 B3 H1 B1 B3 S3 S3 S3 H8 S1 S1 H9 S2 H4 H4H4 A2 B2 S2 A2 H11 S4 H12 H12 H12 H7 H8 A4 D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D DDDDDDDDH8H8 H8 H13 H13 H8 S5 S5 H14 H8H13 H8H13 C200SITE PLANw193004-C200 siteREVISIONS AND ISSUESPart of Section 9, Township 17 North, Range 4 East, Clay Township, Hamilton County, IndianaW19.3004PREPARED FOR:5140 E 96TH ST, INDIANAPOLIS, IN 46240PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JLKDESIGNED BY:DWG NAME:PROJECT NO.:W19.03004DATEBY05.15.2019FAPDATE:FAPKnow what's below. before you dig.Call R APP R O V AL PE N DI N G NOT FOR CONSTRUCTIONMARTIN MARIETTA MATERIALS, INC.W S N E ENGINEERS317 | 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.SMNORTH INDY OFFICE BUILDINGREVISED PER CARMEL TAC COMMENTS06.26.2019FAP1REVISED PER CARMEL TAC COMMENTS07.29.2019FAP2SITE 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 SITE DIMENSIONS ARE BASED ON FACE OF CURB OR FACE OF BUILDING. RIGHT-OF-WAY DIMENSIONS ARE TO BACK OF CURB. 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 & C202 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED. SITE DATA SITE AREA = 207.61 AC BUILDING AREA = 6,000 SF PERCENT IMPERVIOUS = 0.05% ZONING = S-1 FRONT YARD BSL REQUIRED = 40 FT REAR YARD BSL REQUIRED = 15 FT SIDE YARD BSL REQUIRED = 20 FT PARKING REQUIRED: PARKING REQUIREMENT: 1 SPACE PER EMPLOYEE PARKING REQUIRED = 55 SPACES PARKING DIMENSIONS = 10' x 20', 10' x 18' BIKE PARKING REQUIRED = 4 SPACES PROVIDED PARKING PROVIDED: 64 - STANDARD SPACES 3 - ADA SPACES 67 - TOTAL SPACES (INCLUDES 5 FUTURE SPACES) SITE PLAN NOTES PAVEMENT HEAVY DUTY ASPHALT PAVING. REFER TTO SHEET C201. STANDARD DUTY ASPHALT PAVING. REFER TO SHEET C201. HEAVY DUTY RIGHT-OF-WAY CONCRETE PAVEMENT. REFER TO SHEET C201. STORM INLET WITH CONCRETE APRON. REFER TO SHEET C603. MATCH EXISTING PAVEMENT HARDSCAPE 6" STRAIGHT CURB. REFER TO SHEET C201. 2' CURB AND GUTTER PER CARMEL STANDARDS. REFER TO SHEET C201. 2' DEPRESSED CURB & GUTTER PER CARMEL STANDARDS. REFER TO SHEET C201. INTEGRAL WALK AND CURB. REFER TO SHEET C201. MATCH EXISTING CURB. TAPER CURB WITHIN 3 FEET. REFER TO SHEET C201. CONCRETE SIDEWALK. REFER TO SHEET C201. ACCESSIBLE RAMP. REFER TO SHEET C202. PAVEMENT FLUSH WITH SIDEWALK. TRANSFORMER PAD LOCATION. STONE ACCESS DRIVE. CONCRETE JERSEY BARRIER. DETECTABLE WARNING SURFACE (TRUNCATED DOMES-ADA TILE SOLUTIONS OR EQUIVALENT). 10' MULTI-USE PATH. REFER TO SHEET C201. BUILDING ACCESSORIES PROPOSED BUILDING. REFER TO THE ARCHITECTURAL PLANS. 5'x5' CONCRETE STOOP AT MECHANICAL ROOM ENTRY. CANOPY. REFER TO THE ARCHITECTURAL PLANS. ACCESSORIES 8" PIPE BOLLARD. REFER TO SHEET C201. LIGHT POLE AND BASE. REFER TO SHEET C201. 32' SINGLE SWING GATE. REFER TO DETAIL SHEET C202. PROVIDE APPROVED "KNOX BOX" AND AT LOCATION AS APPROVED BY THE CARMEL FIRE DEPARTMENT. 4 SPACE BICYCLE PARKING. REFER TO DETAIL SHEET C202. SIGNAGE & MARKINGS ACCESSIBLE PARKING SPACE. REFER TO SHEET C201. 4" PAINTED WHITE SOLID LINES (TYP) ADA SIGN. REFER TO SHEET C201. STOP SIGN. REFER TO SHEET C202. 6' PEDESTRIAN CROSSWALK STRIPING (THERMOPLASTIC). REFER TO SHEET C202. MISCELLANEAOUS EXISTING AND PROPOSED TREE LINE TO REMAIN. H1 H2 H3 H4 H5 H6 H7 H8 H9 H10 H11 B1 B2 B3 A1 A2 A3 S1 S2 S3 P1 P2 P3 P4 P5 ELECTRIC TRANSFORMER RIGHT OF WAY LINE FENCE BUILDING SETBACK LINE BOUNDARY LINE ACCESSIBLE SPACE BSL PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (2 HEAD) CONCRETE PAVEMENT R/W RIGHT OF WAY BSL BUILDING SETBACK LINE ESMT EASEMENT D.&U.E.DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION PARKING COUNT ASPHALT PAVEMENT STONE PAVEMENT SITE PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES SECTION LINE 12 M1 S4 H12 LIMITS OF DISTURBANCEDDD A4 H13 H14 S5