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WEIHE
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NKnow what'sbelow.before you dig.CallRWSNE779 LENNOX COURTC302SITE PLAN PROJECT BENCHMARKDNR BM BOO 54, 1989IN BOONE COUNTY, CARMEL QUAD., IN THE NE ¼ OF SEC. 36,T. 18 N., R. 2 E., 2ND P.M.; ABOUT 1.0 MILE NORTHEAST OFZIONSVILLE; AT THE INTERSECTION OF DAUGHERTY DRIVEAND WEST 121ST STREET, IN THE NORTHEAST ¼ OF THEINTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, 42.3FEET NORTHEAST OF AND ACROSS WEST 121ST STREETFROM A UTILITY POLE, 25.8 FEET NORTH OF THE CENTERLINEOF WEST 121ST STREET, 20.5 FEET WEST-NORTHWEST OF AMETAL TELEPHONE PEDESTAL, 20.2 FEET SOUTHWEST OF AWOOD FENCE END POST, 18.5 FEET EAST OF THE CENTERLINEOF DAUGHERTY DRIVE, 15.7 FEET NORTHWEST OF THE TOPOF THE CENTER OF A CMP CULVERT UNDER DAUGHERTYDRIVE, 15.4 FEET WEST OF THE SOUTHEAST CORNER OF ABRICK WALL, 10.1 FEET SOUTHWEST OF THE NORTHWESTCORNER OF A BRICK WALL, 5.8 FEET SOUTHWEST OF A METAL“DAUGHERTY DR” SIGN POST, LEVEL WITH THE GROUND; ADEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.900.76 NAVD 88SITE TEMPORARY BENCHMARK1. CUT X ON THE NORTH BOLT OF A FIRE HYDRANT LOCATED47 FEET EAST OF THE NORTHWEST CORNER OF PARCEL I.ELEV.901.82 NAVD 882. RAILROAD SPIKE ON THE NORTH SIDE OF A UTILITY POLELOCATED ON THE EAST SIDE OF MICHIGAN ROAD 115 FEETNORTH AND 93 FEET EAST OF THE SOUTHEAST CORNEROF PARCEL I.ELEV.901.81 NAVD 88GENERAL NOTES1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROMTHE 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 BECONFIRMED 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 THISPROJECT.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 EXACTINFORMATION.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 STAKEBUILDING FROM THESE PLANS.10.COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK ANDCOORDINATE 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 BERESPONSIBLE 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 PROPOSEDPAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OFEXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALTPAVEMENT IS INDICATED TO JOIN EXISTING.15.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS AREDAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTIONWORK 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.LEGEND:SITE PLAN NOTESPAVEMENTSTANDARD DUTY ASPHALT PAVINGHEAVY DUTY ASPHALT PAVINGMATCH EXISTING PAVEMENTCARMEL ASPHALT PAVINGINDOT ASPHALT PAVINGCONCRETE PAVEMENTHARDSCAPE6" STRAIGHT CURBMATCH EXISTING CURBCONCRETE SIDEWALKADA RAMPCONCRETE SIDEWALK AND CURBEDGE OF ASPHALT PAVEMENTCONCRETE SIDEWALK, CURB FLUSH WITHASPHALT PAVEMENTELECTRIC TRANSFORMER PAD PER DUKE REQ.SIGNAGE & MARKINGSADA PARKING & SIGNSPEDESTRIAN CROSSWALK4" PAINTED WHITE SOLID LINES (TYP)4" PAINTED YELLOW SOLID LINES (TYP)H1H2H3H4P1P2P3S1S2S3S4P4P5P6H5H7H8H6