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Home My WebLink About09050022 C2.1 Site PlanLAND DESCRIPTION Browning Investments, Inc. Indiana Spine Group May 21, 2009 Part of the Northeast Quarter of Section 26, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Southwest corner of the Northeast Quarter of said Section 26; thence North 00 degrees 09 minutes 11 seconds West (assumed bearing) along the West line of said Northeast Quarter 712.89 feet to the Southern Limited Access Right of Way of U.S. 31 per state highway plans, Project No. ST- F- 222(9) and a non tangent curve to the right having a radius of 2146.83 feet, the radius point of which bears South 46 degrees 33 minutes 18 seconds East; thence Northeasterly along said curve 467.83 feet to the Northerly extension of the West line of land described in Instrument No. 200400024404, recorded in the Office of the Recorder of Hamilton County, Indiana and a point which bears North 34 degrees 04 minutes 09 seconds West from said radius point, said point being the POINT of BEGINNING of this description to a non- tangent curve to the right having a radius of 2146.83 feet; the radius point of which bears South 34 degrees 04 minutes 09 seconds East; thence Northeasterly along said curve 294.65 feet along said Southern Limited Access Right of Way of U.S. 31 to a point which bears North 26 degrees 12 minutes 20 seconds West from said radius point; thence South 30 degrees 50 minutes 58 seconds East 274.68 feet; thence South 00 degrees 29 minutes 29 seconds West 350.89 feet; thence North 89 degrees 39 minutes 48 seconds West 304.73 feet; thence South 80 degrees 18 minutes 38 seconds West 83.33 feet to the Northerly extension of the West line of land described in Instrument No. 200400024404, recorded in the Office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 42 minutes 42 seconds West along said Northerly extension 451.15 feet to the POINT OF BEGINNING, containing 4.50 acres, more or less. MOB 77 70 3 WOODED I� ��`�I O O D E D A, A s •e i /i MIN NMI. UMW 1MM VARIABLE INGRESS /EGRESS, UTILITY, AND DRAINAGE EASMENT w ..n US 31 OVERLAY DISTRICT ZONED B -6 PROPOSED INDIGO HOTEL SP A E�• ZO 4 PROPOSED BULDING 58,280 S.F. 4.5 AC± F.F.E.= 879.95 THE EXISTING SUBSURFACE DRAIN UNDER THE EXISTING CURB SHALL BE PROTECTED DURING INSTALLATION AND REPAIRED IF DAMAGED rte' r US 31 OVERLAY DISTRICT ZONED B -6 ST. CHRISTOPHER'S CHURCH a 0 THE EXISTING SUBSURFACE DRAIN UNDER THE EXISTING CURB SHALL BE PROTECTED DURING INSTALLATION AND REPAIRED IF DAMAGED PARKING ANALYSIS TOTAL BUILDING AREA 58,280 REQUIRED RATIO 1 SPACE PER 250 SQ. FT. TOTAL SPACES REQUIRED 233 STANDARD PARKING (9xVARIES) ADA PARKING PROVIDED INCLUDES 8 VAN ACCESSIBLE TOTAL PROPOSED PARKING BIKE PARKING PROVIDED US 31 OVERLAY DISTRICT ZONED B -6 r 15' BUILDING SETBACK (NI d- O z 14.57' 10' PARKING SETBACK k' r w= r r (A O 4 0 104 0 ..0 colO r r r SWIM AREA �9i'l .J L 1 aa1'a'� "di *T1x11 po -21-1 X11 -J 0 +lt VIM. OMB PROPOSED SITE LEGEND HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT PERMEABLE PAVEMENT CONCRETE 6" STRAIGHT CONCRETE CURB COMBINED CURB WALK CONCRETE SIDEWALK PRE -CAST CONCRETE PARKING BARRIER ADA RAMP (TYPE "A ADA RAMP (TYPE "G ADA RAMP (TYPE "H ADA RAMP (TYPE "K ADA PARKING SIGN STOP SIGN BICYCLE PARKING HEV PARKING 4" SOLID WHITE, PAINT LINE 4" SOLID BLUE, PAINT LINE 24" STOP BAR, WHITE 6" FLUSH CURB PEDESTRIAN CROSSWALK, 4" SOLID WHITE, PAINTED CITY OF CARMEL CONCRETE SIDEWALK CITY OF CARMEL DEPRESSED CURB DIRECTIONAL ARROWS, PAINTED WHITE ADA ACCESSIBLE PARKING SPACE LOT COVERAGE TOTAL LOT SIZE TOTAL BUILDING (FOOTPRINT) TOTAL IMPERVIOUS PAVEMENT IMPERVIOUS PERCENTAGE 196,020 S.F. 24,008 S.F. 99,775 S.F. 63% EN= ■1 a 0--0- 0 -o--a--o--o--a- 'R W -W -W W -W- W N- -E -E -E -E -E -E -E -T -T -T -T -T -T -T -T -crv- -cw- -cw- -cN- -cN- -cN-- -c- -ETC- Mr TD -ETC-. •m Rnr- -R10- -RRC- -D-- -RFD- -BE 0- C- RED- -RCN- -MTV- -RCN- -RCIV- -BM- 1E1V D. M. P. R. L. FND. SCALE: 1 =40' 0' MAW LECEM SANITARY SEWER MANHOLE STORM SEWER; END SECTION, INLET M.H. GAS LINE WATER LINE ELECTRIC LINE (AERIAL) TELEPHONE LINE (AERIAL) CABLE TELEVISION (AERIAL) BURIED TELE. CABLE BURIED ELEC. CABLE BURIED CABLE TV RIGHT OF WAY UNE EASEMENT LINE CENTER LINE DEED DIMENSION MEASURED DIMENSION PLAT DIMENSION RADIUS ARC LENGTH FOUND o DENOTES A 5/8" DIA. REBAR WITH YELLOW PLASTIC CAP SET. CAP STAMPED "P.I. CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. 0 DENOTES A MAG NAIL W /SHINER SET. SHINER STAMPED "P.I CRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. 40' 0 C A Eg 80' POWER POLE GUY WIRE TELEPHONE RISER UTILITY RISER; ELEC. CTV ELECTRIC TRANSFORMER STREET UGHT LIGHT POLE FLOOD LIGHT TRAFFIC SIGNAL FIRE HYDRANT VALVE; GAS WATER STREET SIGN ELECTRIC MANHOLE O TELEPHONE MANHOLE CO Q SEWER CLEANOUT b WATER METER G 0 GAS METER RI O ELECTRIC METER PIPELINE MARKER POST PIPELINE PATROL PLANE MARKER PIPELINE CASING VENT PIPELINE TEST STATION MAILBOX 0 SPRINKLER HEAD SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULA 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. TIONS. HANDICAPPED ACCESS OF CURB, UNLESS NOTED 6. 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. 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. 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. 10. 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 ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13. CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. t■LL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF /a /FT. MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. 17. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION 18. ALL PAVING WITHIN EXISTING AND PROPOSED CITY RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE CONSTRUCTION MEETING TO REVIEW THE DEPARTMENTS CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. NOTE: NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. NOTE: IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN IN FOOT OF THE PROPOSED RIGHT -OF -WAY. CAUTION THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1 -800- 382 -5544 CALL TOLL FREE INDIANA UNDERGROUND j AMERICAN STRUCTUREPOINT 7260 SHADELAND STATION INDIANAPOLIS, IN 46256 -3957 TEL 317.547.5580 FAX 317.543.0270 www.structurepoint.com BROWNING INVESTMENTS INC. 6100 W. 96TH STREET SUITE 250 INDIANAPOLIS, IN 46278 INDIANA SPINE GROUP MERIDIAN MAIN CARMEL, INDIANA CONSULTANTS DATER DRAWN BY. CHECKED BY. ISSUED FOR. -.\\01 /NA ADLS STAFF REVIEW PROJECT s' 02009.00631 miLE SITE PLAN C2.1 05.2209 EEM TMJ DATE 07/03/09