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Home My WebLink About03 Site & Utility PlanREQUIRED PARKING SPACES 1 SPACE PER 1000 SOFT. OF OUTDOOR STORAGE AREA 1302 SOFT. PAVEMENT /1000 SOFT. 1.30 2 TOTAL REQUIRED SPACES 2 2 TOTAL SPACES 292 N.P.= 747.60 2 YR.= 749.15 10 YR,= 749.72 100 YfR,= 750,4 60' FRONT Y1ARD SETBA K 35.501 TOM WOOD MANAGEMENT INC LAND USE: B- 3 /B1TSINESS ZONE 23.60' 415 30' Half R/W INTO EXIST. CURB 371.54 15' Vision Clearance 5/17/04 2 6/03/04 Revised per CPD Letter Revised per CED Letter Clay TowneI Drawn By MFH TOM WOOD BAUER DRNE LOT Hamilton County, Checked By AES 0 0 16.05' 15.81 ENTERPRISE LEASING COMPANY OF INDIANAPOLIS NC. LAND SE: B -6 SAN TAR tkA lIOLE sa s 00'00'00" E 2' TAPER TO MATCH INTO EXIST. CURB N CONCRETE �I PAD ti SM4iMIRY Ir4ANH U LEGEND ELECTRIC GATES PIPE BOLLARD 4" WHITE TRAFFIC STRIPPING PROPOSED FENCE (SEE MASTER -HALC❑ SPECIFICATI ❑NS 8,5" 6' STRAIGHT CURB ADA RAMPS PARKING SPACES 94' OF NEW DEPRE NI CURB ACK ASPHALT MANE DR YE GERALD W. CURRY TRUSTEE OF REVOCABLE GRANTOR TRUST LAND USE: B -6 3 x 11" SHEETS) North REPLACE ANY DAMAGED UNDERDRAINS UNDER THE EXISTING STREET FOUND WHILE REPLACING CURBS W/ DEPRESSED CURBS. 446,41' t 30 GRAPHIC SCALE 0 IN FEET 1 inch 30 ft. FLOOD MAP INFORMATION FLOOD INSURANCE RATE MAP THE SITE DOES NOT LIE WITHIN A FLOODWAY OR FLOODWAY FRINGE PER HAMILTON COUNTY, INDIANA, AND INCORPORATED AREAS, PANEL 236, MAP 18057CO236F, EFFECTIVE DATE FEBRUARY 19, 2003. tHE SITE IS ZONED 'X'. NOTE: Contractor to contact Carmel Utilities for Sanitary Sewer and Water Main Locates before any construction can begin. (317) 571 -2648 EDMUND W. MA LAND N om. 120 TIN W/ R. KINNICK USE: B -6 'Clearance Triangle INLET if N BENCHMARK HAM G -30 ANBRONZIOP12.1403 5EOPiP01101 RT. EIS@WF0]Blc9411tESIACPANADET OF MARION HAMILTON COUNTY UNE ON SR -431. 2.8 MILES SOUTH OF SR- 234. GREEN FIELD DISTRICT. ELEVATION CF 773.50'. TBM #1 5/8" REBAR WITH CAP. SET. LOCATED 3.9 FEET NORTH OF NORTH CURB UNE OF E. 96TH STREET AND 3.5 FOOT EAST OF A POWERPOLE GENERALLY ALONG THE SUBJECT EAST LNE ELEVATION OF 754.38'. TBM #2 MAG NAIL 39.7 FEET SOUTH OF 8" BLOCK WALL AND 21.5 FEET EAST OF 8" BLOCK WALL CORNER. ELEVATION OF 753.78'. TBM #3 MAG NAIL 39.7 FEET SOUTH OF 8" BLOCK WALL AND 21.5 FEET EAST OF 8" BLOCK WALL CORNER. ELEVATION OF 751.09'. z d Land Description (INSTR. #9709702096) PARCEL "B A PART OF THE SOUTH HALF OF SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 4 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SECTION 8, TOWNSHIP 17 NORTH, RANGE 4 EAST; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST (ASSUMED BEARING) ON THE SOUTH LINE OF SAID SOUTHWEST QUARTER 1010.00 FEET; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS 530.00 FEET TO THE PLACE OF BEGINNING OF THE WITHIN DESCRIBED REAL ESTATE; THENCE NORTH 76 DEGREES 14 MINUTES 07 SECONDS WEST 215.76 FEET; THENCE NORTH 78 DEGREES 57 MINUTES 47 SECONDS WEST 101.03 FEET TO THE EAST RIGHT -OF -WAY LINE OF MARIE DRIVE, PER THE DEDICATION THEREOF, AS RECORDED AS INSTRUMENT 8618153 IN BOOK 4, PAGES 404 THROUGH 406 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 00 DEGREES 00 MINUTES 00 SECONDS ON SAID RIGHT -OF -WAY LINE 376.54 FEET TO ITS INTERSECTION WITH THE SOUTHERLY RIGHT -OF -WAY LINE OF BAUER DRIVE WEST, PER THE DEDICATION THEREOF, AS RECORDED AS INSTRUMENT 8618153 IN BOOK 4, PAGES 404 THROUGH 406 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE SOUTH 89 DEGREES 56 MINUTES 47 SECONDS EAST 292.96 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 240.00 FEET; THENCE SOUTHEASTERLY CURVING TO THE RIGHT ON SAID SOUTHERLY RIGHT -OF -WAY LINE, AN ARC DISTANCE OF 15.77 FEET TO A POINT ON A LINE WHICH BEARS NORTH 00 DEGREES 00 MINUTES 00 SECONDS FROM THE AFORESAID PLACE OF BEGINNING; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS ON SAID LINE 446.41 FEET TO THE PLACE OF BEGINNING, CONTAINING 2.91 ACRES, MORE OR LESS. TOGETHER WITH AN EASEMENT GRANTED TO THE CITY OF CARMEL IN "GRANT OF EASEMENT" AS RECORDED IN EASEMENT RECORD 3, PAGES 427 THROUGH 429 AS INSTRUMENT 8600500. SUBJECT TO AN EASEMENT GRANTED TO THE CITY OF CARMEL IN "GRANT OF EASEMENT" AS RECORDED IN EASEMENT RECORD 3, PAGES 424 THROUGH 426 AS INSTRUMENT 8600499. SUBJECT TO ALL OTHER LEGAL EASEMENTS AND RIGHTS-OF-WAY. Site Address 3750 BAUER DRIVE W. INDIANAPDLIS, IN 46260 REPLACE ANY DAMAGED UNDERDRAINS UNDER THE EXISTING STREET FOUND WHILE REPLACING CURBS W/ DEPRESSED CURBS. \111II U// �N\`� S KOO Nom a� E ip f N 880573 .o� STATE OF Irlllll t�� 06/18/04 GENERAL SITE NOTES 1. CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT OF ANY CONFLICT AND /OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL CONDITIONS. 3. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 4. CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ETC. 5. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION; CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK. 6. ALL GRASS AND /OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 7. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 8. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. 9. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. 10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: Falcon Engineering, Inc. 11. REPAIR, REPLACE OR MAINTAIN ANY /ALL EXISTING UTILITIES WITHIN LIMITS OF CONSTRUCTION. 12. FOR ALL WORK WITHIN LIMITS OF RIGHT -OF -WAY SEE D.O.T. STANDARD DETAILS. 13. ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 14. ALL RADII SHALL BE 5' UNLESS OTHERWISE NOTED. 15. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 16. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 17. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 18. HANDICAPPED RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY OR LOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNING AGENCY. 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER EXCEPTIBLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 21. ALL PAVEMENT MUST MAINTAIN 2' FROM THE SANITARY MANHOLE CASTING. 22. THIS SITE IS CURRENTLY UNDER CONSTRUCTION. EXISTING ELEVATIONS AND UTILITY LINES MAY OR MAY NOT BE IN THERE PROPER LOCATION. VERIFY ALL ELEVATIONS COORDINATE WITH THE ENGINEER FOR ANY DISCREPANCIES. 23. TRACER WIRE MUST BE INSTALLED WITH ALL WATER MAIN IN CARMEL. WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE THE WATER MAIN. 24. POSI -CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATION. 25. SOS REQUIRED FOR EMERGENCY ACCESS BY FIRE DEPARTMENT ON BOTH GATES. falcon ENGINEERING, INC. 13110 Promise Road, Noblesville, IN 46060 Phone: (317) 841 -3141 Fax: (317) 841 -9951 "DON'T DIG BLIND" "IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE. INC. Call 1 -800- 382 -5544 2 Working Days Before You Dig. Date March 29, 2004 Job No. 100.0 1' =30° Sheet No. 3 OF 10