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Home My WebLink AboutBuilding 6 - Site PlanLEGEND SYMBOL S 00'25'34" E 40.00' 15' B.S.L. INT OF BEGINNING 411. 8 �i�lll��I� G TYP. DESCRIPTION EXTRUDED CURB INTEGRAL WALK CURB TYPE III CONCRETE CURB AND GUTTER TYPE II CONCRETE CURB AND GUTTER CONCRETE WALK CONCRETE STOOP (5'x5' UNLESS OTHERWISE NOTED) MULTIPLE DISABLED RAMP 7'x7' TRANSFORMER PAD 4" PAINTED WHITE PAVEMENT STRIPE REGULAR DUTY ASPHALT PAVEMENT LANDSCAPED AREA 4" PAINTED BLUE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. 4" PAINTED BLUE PAVEMENT STRIPE CONTROL JOINT 6' ASPHALT WALK PER DETAIL PYLON SIGN 6" DUMPSTER PAD WITH #3 BARS 0 12" OC BOTH WAYS (SEE ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS) NI.. .r .N. INONIMWOMMagMAVIO IMES IMO IMMO 4•0111101.11111110111111111111 4111/11111 MINIM 41111101111011111 331.8' HAMILTON CROSSING BOULEVARD CONCRETE DESCRIPTION PARKING BUMPER CURB END TAPER 4" PAINTED WHITE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. HEAVY DUTY ASPHALT PAVEMENT GUARD POST DISABLED PAVEMENT SYMBOL (PAINTED BLUE) DISABLED PARKING SIGN CURB TRANSITION NUMBER OF PARKING SPACES NORTH LINE OF SW 1/4 PROPOSED RAMP RIGHT —OF —WAY PROPERTY LINE E 131ST STOEET 3.) THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5.) ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6.) ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7.) ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8.) DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION, SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9.) ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10.) THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD. DIRT, GRAVEL, AND ANY 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 METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 15' PROPOSED RAMP SETBACK 1.) ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. —ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. —ALL DIMENSIONS AT INTEGRAL CURB WALK SHALL BE TO FACE OF CURB. —ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2.) ALL RADII IN PAVED AREAS ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. (10)(5') PROPOSED BUILDING 183,345 S.F. F.F.E. 869.00 LEGAL DESCRIPTION 131ST STREET A PART OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 18 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID QUARTER SECTION; THENCE NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST 710.01 FEET ALONG THE NORTH LINE OF SAID QUARTER SECTION TO THE NORTHERLY EXTENSION OF THE EASTERN RIGHT —OF —WAY LINE OF MERIDIAN CORNERS BOULEVARD; THENCE SOUTH 00 DEGREES 25 MINUTES 34 SECONDS EAST 40.00 FEET ALONG SAID NORTHERLY EXTENSION TO THE SOUTHERN RIGHT —OF —WAY LINE OF EAST 131ST STREET AND THE POINT OF BEGINNING OF THIS DESCRIPTION: THENCE NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST 895.02 FEET ALONG SAID SOUTHERN RIGHT —OF —WAY LINE; THENCE SOUTH 84 DEGREES 01 MINUTE 56 SECONDS EAST 284.81 FEET ALONG SAID SOUTHERN RIGHT —OF —WAY LINE TO THE WESTERN 145 —FOOT HALF RIGHT —OF —WAY LINE OF U.S. 31; THENCE ALONG SAID WESTERN RIGHT —OF —WAY LINE SOUTHERLY 243.08 FEET ALONG AN ARC TO THE LEFT AND HAVING A RADIUS OF 2,436.83 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF SOUTH 12 DEGREES 46 MINUTES 17 SECONDS WEST AND A LENGTH OF 242.98 FEET; THENCE NORTH 90 DEGREES 00 MINUTES 00 SECONDS WEST 332.62 FEET; THENCE SOUTH 43 DEGREES 27 MINUTES 50 SECONDS WEST 351.72 FEET; THENCE NORTHWESTERLY, AND WESTERLY 160.70 FEET ALONG AN ARC TO THE LEFT AND HAVING A RADIUS OF 207.00 FEET AND SUBTENDED BY A LONG CHORD HAVING A BEARING OF NORTH 68 DEGREES 11 MINUTES 13 SECONDS WEST AND A LENGTH OF 156.69 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 26 SECONDS WEST 401.00 FEET; THENCE NORTH 00 DEGREES 25 MINUTES 34 SECONDS WEST 446.53 FEET TO THE POINT OF' BEGINNING AND CONTAINING 10.002 ACRES, MORE OR LESS. THE BEARINGS IN THIS DESCRIPTION ARE BASED UPON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 18 NORTH, RANGE 3 EAST HAVING A BEARING OF NORTH 88 DEGREES 42 MINUTES 47 SECONDS EAST. SUBJECT TO ALL EASEMENTS, RESTRICTION, AND RIGHTS —OF —WAY OF RECORD. SITE DATA ACREAGE BUILDING S.F. REQUIRED PARKING SPACES STANDARD PARKING SPACES HANDICAP PARKING SPACES PARKING GARAGE STANDARD PARKING SPACES HANDICAP PARKING SPACES TOTAL PARKING SPACES FUTURE PARKING SPACES 3 10.002 Ac. 183,345 S.F. SPACE /300 S.F. 550 SPACES 332 13 371 2 718 211 332.6 MONSMOMPIMNIMIND IMO GRASS FIELD DON'T DIG BLIND 1800- 382 -5544 CALL TOLL FREE 0 40 80 120 GRAPHIC SCALE IN FEET 'HOLEY MOLEY' d oo to 0 0 N v 0 0 a) 0 0 a) c C cu m a ai 0 Duke REALTY CORPORATION 600 East 96th Street Suite 100 Indianapoli IN 46240 Phase: (317 808 -6000 Fax 31 808 -6797