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OCTAVE DRIVEESTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTM STMH4H4H4H4H4H1H1H1H1H1H1H1H1H7H1H1H1H1H5H1H1H1H1H5H1S2S2H3H3H5H3H5H5S3S3S3S3S3S3S3S3S3P2P2P2P2P2H1H7P1P1P1P1P2P2P2P1P1P1P1P1P1P1P1P1P1P1P1P1P1P1H1H1H1H1H1H3H3H3H3H3H1H5H7H7H5H5H5H3H5P1H8ESANW(F)WEEEEEEEEEEEW(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F)W(F
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800 | 452 - 6408
317 | 843 - 0546 fax
WEIHE
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.netARIA APARTMENTS
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NKnow what'sbelow.before you dig.CallRWSNE779 LENNOX COURTC300SITE 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 88SITE 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)4" WHITE EPOXY PAINTED, WHITE SOLID LINESFOR CROSSWALKSTOP SIGN PER. CARMEL REQ.STREET SIGN PER. CARMEL REQ.H1H2H3H4P1P2P3S1S2S3S4GENERAL NOTES1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALSARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTINGCONSTRUCTION.2.ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES ANDSHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.3.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR 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 BYA REGISTERED PROFESSIONAL ENGINEER.4.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROLTHROUGHOUT 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 ANDPLATS FOR EXACT INFORMATION.7.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODSASSOCIATED 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 OFADJOINING 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. THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND INTHESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEERIMMEDIATELY.14.PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREASWHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREEOF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACKCOAT 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 EXISTINGPAVEMENT 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 DURINGCONSTRUCTION.17.REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS.18.REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED.P4P5LEGEND:NOTE:ALL PAVING WITHIN THE EXISTING AND PROPOSED CITYOF CARMEL RIGHT-OF-WAY SHALL CONFORM TO THEREQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OFENGINEERING TO SCHEDULE A PRE-CONSTRUCTIONMEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTIONREQUIREMENTS. STAFF NOTIFICATION REQUIREMENT,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK,AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT ASIT RELATES TO WORK WITHIN THE EXISTING ANDPROPOSED RIGHT-OF-WAYSITE DATAPARKING PROVIDED:270 - STANDARD SPACES 72 - GARAGE SPACES 10 - ADA SPACES352 - TOTAL SPACESP6H5H7H8H6S5S6S7