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Home My WebLink Aboutpg. 02 Site & Utility PlanLand Description Proposed Lot Three A portion of the property of Kite Michigan Road, LLC A part of Instrument Number 200300043769 September 26, 2003 A part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East of the Second Principal Meridian, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Northwest Corner of the Northwest Quarter of said Section 7, Township 17 North, Range 3 East; thence North 89 degrees 05 minutes 48 seconds East (Basis of bearings assumed from a survey recorded as Instrument Number 200300080608 in the Office of the Recorder of Hamilton County, Indiana) 330.02 feet along the North Line of said Northwest Quarter to the northwestern corner of a 0.894 -acre tract of land granted to the State of Indiana "State tract (recorded as Instrument Number 200000007462 in said Recorder's Office) (the following seven (7) courses are along the boundary of said State tract; (one) thence South 00 degrees 18 minutes 30 seconds East 52.85 feet parallel with the West Line of said Northwest Quarter; (two) thence North 88 degrees 34 minutes 24 seconds East 100.84 feet; (three) thence North 88 degrees 48 minutes 29 seconds East 524.93 feet; (four) thence South 57 degrees 05 minutes 37 seconds East 118.93 feet; (five) thence South 22 degrees 51 minutes 51 seconds East 98.48 feet; (six) thence South 20 degrees minutes 18 seconds East 326.59 feet to the POINT OF BEGINNING of this description; (seven) thence continue South 20 degrees 57 minutes 18 seconds East 251.66 feet to the northern line of Lot 1 in Park Northwestern (recorded in Plat Book 8, pages 128 through 132 in the Office of the Recorder of Hamilton County, Indiana) (the following two (2) courses are along the boundary of said Lot 1; thence South 89 degrees 05 minutes 48 seconds West 204.94 feet; thence South 53 degrees 19 minutes 14 seconds West 118.45 feet; thence North 00 degrees 18 minutes 30 seconds West 214.91 feet parallel with the West Line of said Northwest Quarter; thence North 34 degrees 22 minutes 06 seconds East 21.77 feet; thence North 69 degrees 02 minutes 42 seconds East 212.85 feet perpendicular to a western line of said State tract to the POINT OF BEGINNING, containing 1.275 acres, more or less. Site Address 10570 N. Michigan Road Carmel, IN 46032 NOTE: Survey and boundary information provided by AMERICAN CONSULTING, INC.. Survey dated 11/15/02. 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 CONTRAC f OR 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: American Consulting, 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 BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 14. ALL RADII SHALL BE 4.5' 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. TOR INV (IN I N O UJ IX. SIR 3i 893,00 883.86 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 215, MAP 18057CO215F, EFFECTIVE DATE FEBRUARY 19. 2003. THE SITE IS ZONED "X'. ASPHALT PAVING 1" C -900 WATER SERVICE TO TEE BY BUILDING 8.50' ELEC. METER Oab OUTSIDE WALL CONDUIT 8. 4" COND 4 OF 6" TO EXIST. LAT LF 8" SDR- PROPOSED TR of Driv DR -35 LATERAL CONNECT ;RAL 1 NDER 8" SOLID WALL SUBSI}+� FACE PAVEMENT FOR ELEC. SERVICE TILE FROM DOWNSPOTS\ 86' NIT 1" CONDUIT UNDER PAVE. FOR COMMUNICATIONS SYSTEM\ ASPHALT PAVING NSFORMER BY ELEC. UTILITY BENCHMARK S.W. BOLT OF FIRE HYDRANT ON E. SIDE OF MICHIGAN ROAD, 150'± S. OF 106th STREET, WEST OF WALGREENS (MICHIGAN ROAD PROJECT) ELEV 895.60 A CHISELED "X" ON TOP OF CURB ON S. SIDE NORTHWESTERN DR., 300'* W. OF MICHIGAN ROAD, N. SIDE CURB ISLAND ENTRANCE TO NORTHWEST PLAZA ELEV 891.30 A CHISELED 'X" ON S. SIDE CONC. UGHT POLE BASE, S. SIDE PEARSON FORD DEALERSHIP, N. SIDE OF 106th STREET, E. SIDE OF ENTRANCE DRIVE, 400'* W. OF MICHIGAN ROAD. ELEV 898.25 LEGEND EX. 20' D. U.E i CONCRETE SLABS SIDEWALK QUANTITY OF PARKING SPACES COMBINED CONCRETE CURB WALK PIPE BOLLARD 4" WHITE TRAFFIC STRIPPING COMPANY SIGN (NOT PERMITED THIS SITE) 4" ROLL CURB 6" STRAIGHT CURB LAMP POST ON CONC. BASE PROVIDE ALL REVD. CONDUIT AND CABLE PROVIDE 4" PVC PIPES SLEEVES UNDER PAVEMENT FOR IRRIGATION PIPING 3/31/04 5/12/04 Revision Added dimensions -.7 PROPERTY LINE GAS METER ON OUTSIDE WALL GAS SERVICE BY INV= 879.56 PER CIVIL UTILITY r CHEST N S, LLC PLANS SANITARY MAIN Sc LATERAL STUB TO BE INSTALLED BY KITE DEVELdPMENT AS PER APPROVED PLANS BY CIVIL DESIGNS, _L ONE WATER LINE FOR DOMESTIC SERVICE, SECOND LINE FOR IRRIGATION SYSTEM Added calls per CTRWD Design By MFH City of Carmel, EXISTING CULVERT 58 LF dF 15" C M P' G- NV (N) #7892.66 INV (S) '892.42 Checked By AES DROP M H 3 893.30 IN V Ire 878,65 IN LiT) 873,50 ex. sanitary mh Hamilton County, Indiana REQUIRED PARKING SPACES 1 SPACE PER 200 SOFT. OF BLDG. 3600 SOFT. BLDG /200 SOFT. 18 18 1 ADA SPACE PER 20 STANDARD SPACES 1 ADA SPACE /20 STANDARD SPACES= 1 1 TOTAL REQUIRED SPACES 19 19 TOTAL SPACES PROVIDED 32 PARKING LOT BREAKDOWN STANDARD SPACES 30 ADA VAN ACCESSABLE 2 STAKING SPACES 20 TOTAL SPACES 52 SITE UTILITY PLAN NATIONAL CITY BANK WESTON PARK Approved By AES GRAPHIC SCALE 13110 Promise Rood, Noblesville, IN 46060 Phone: (317) 841 -3141 Fax: (317) 841 -9951 INDIANA UNDERGROUND PROTECTION SERVICE. INC. Call 1-800 382 5544 2 Working Days Before You Dig. Scale Sheet N