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Home My WebLink AboutC102 Site PlanDA1E: 08/31/01 PROJECT NO.: 3781.001 DRAWN BY: CWD CHECKED BY: JCZ SHEET TITLE: SITE PLAN DRAIMNG FILES: 5: \31A3781 \001\clwgAcivil\C102.dwg XRM S: \3k \3781 \OW VwgsVivil VOlbs.dwg XREF: S: \30781 \001\dwgAcivil\3781001c.dwg XREF: S: Vk\3781\001\dwgsVivilVitlel.dwg SHEET NO.: C102 Point 100 105 106 107 108 109 110 111 Cr"! Northing 9632.32 9630.94 9855.09 9853.72 9806.19 9731.21 9608.03 9596.51 Easting 12354.04 12292.89 12349.04 12287.88 12402.23 12403.91 12641.78 12129.15 N8812'471 4... .11 ••■••■•■••■.M. SOIM OE S BUFFERYARD Elevation i3UILDING LAYOUT COORDINATES Description BLDG COR BLDG COR BLDG COR BLDG COR BLDG COR BLDG COR PROP COR PROP COR RESIDENTIAL DRIVEWAY CTIEMEIRAIL WCI 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB ARE TO NE FACE OF CURB. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO NE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTIUTIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND NE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3, VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WIN LOCAL GOVERNING AUTHORITIES. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPUCABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 8. SERVICE WALKS SHALL BE REINFORCED CONCRETE 4 NICK AND WIDTH AS INDICATED ON PLANS. 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WIN A CONTRACTION JOINT EVERY 20' OR LESS. LAND DESCRIPTION (Per Survey provided by Paul I Cite, Inc. Doted 04/06/01) Part of the East Half of the Southwest Quarter of Section 26, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Beginning at the Northeast corner of said Southwest Quarter Section; thence along the NOM line thereof South 88 degrees 42 minutes 47 seconds West (assumed bearing) 301.06 feet to a point 300.00 feet North 38 degrees 42 minutes 47 seconds East (North 88 degrees 42 minutes 47 seconds East by Deed Book 344, Page 991) from the center line of U.S. Highway No. 31 (line ir for I.S.H.C. Project ST-F-222(9) DID 1973); thence South 01 degrees 17 minutes 13 seconds East 16.50 feet to the approach right of way line for the intersection of 131st Street and said U.S. Highway No. 31; thence along said approach right of way line South 70 degrees 58 minutes 56 seconds West 180.10 feet to a point on the Easterly right of way line of said U.S. Highway No. 31 said point lies on a curve having a radius of 2146.83 feet, the radius point of which bears South 71 degrees 52 minutes 15 seconds East; thence Southerly along said curve and said right of way line an arc distance of 380.58 feet to a point which bears North 82 degrees 01 minutes 41 seconds West from said radius point thence paralld with the North line of said Southwest Quarter Section North 88 degrees 42 minutes 47 seconds East 558.15 feet to a point on the East line thereof, which said point bears South 00 degrees 01 minutes 07 seconds East 439.67 feet from the point of beginning; thence along said East line North 00 degrees 10 minutes 07 seconds West 439.67 feet to the Point of Beginning. EXCEPT that part dedicated for Pennsylvania Street and for 126th Street as set out in a dedication recorded December 9, 1986 in Easement Record 4, page 697 in the Office of the Recorder of Hamilton County, Indiana, described as follows: Part of the Southeast and Southwest Quarters of Section 26, and part of the Northwest Quarter of Section 35, all In Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Beginning at the Northeast corner of said Southwest Quarter Section; thence along the East line thereof South 00 degrees 10 minutes 07 seconds East (assumed bearing) 300.00 feet; thence North 88 degrees 49 minutes 52 seconds East 35.01 feet; thence parallel with said East line South 00 degrees 10 minutes 07 seconds East 2040.44 feet; thence North 89 degrees 54 minutes 47 seconds East 116.99 feet to a curve having a radius of 868.51 feet, the radius point of which bears South 00 degrees 05 minutes 13 seconds East; thence Easterly along said curve 537.80 feet to a point which bears North 35 degrees 23 minutes 31 seconds East from said radius point; thence South 54 degrees 36 minutes 29 seconds East 140.04 feet to a point on the center line of Meridian Street (Old U.S. 31) as located February 1980; thence along said center line South 35 degrees 23 minutes 42 seconds West 52.49 feet to a point on the South line Of said Southeast Quarter Section; thence along said South line South 88 degrees 40 minutes 41 seconds West 79.47 feet; thence North 54 degrees 36 minutes 29 seconds West 76.34 feet to a curve having a radius of 768.51 feet, the radius point of which bears South 35 degrees 23 minutes 31 seconds West; thence Westerly along said curve 475.88 feet to a point which bears North 00 degrees 05 minutes 13 seconds West from said radius point; thence South 89 degrees 54 minutes 47 seconds West 116.85 feet; thence parallel with the West line of said Southeast Quarter Section South 00 degrees 10 minutes 07 seconds East 200.47 feet to a point on the South line of said Southeast Quarter Section; thence along said South line South 88 degrees 40 minutes 41 seconds West 35.01 feet to the Northeast corner of the Northwest Quarter of said Section 35; thence along the East line of sold Northwest Quarter Section South 00 degrees 07 minutes 31 seconds East 328.27 feet; thence South 88 degrees 59 minutes 30 seconds West 35.00 feet thence parallel with the East line of said Northwest Quarter Section North 00 degrees 07 minutes 31 seconds West 328.27 feet to a point on the South line of said Southwest Quarter Section; thence parallel with the East line of said Southwest Quarter Section North 00 degrees 10 minutes 07 seconds West 201.78 feet; thence South 89 degrees 54 minutes 47 seconds West 547.69 feet to a point on the Easterly right of way line of U.S. Highway j31 (I.S.H.C. Project ST-F-222(9) DID 1973); thence along said right of way line North 00 degrees 03 minutes 57 seconds West 100.00 feet; thence North 89 degrees 54 minutes 47 seconds East 547.52 feet thence parallel with the East line of said Southwest Quarter Section North 00 degrees 10 minutes 07 seconds West 1754.23 feet to o curve having a radius of 788.95 feet, the radius point of which bears South 89 degrees 49 minutes 53 seconds West thence Northerly along said curve 76.54 feet to a point which bears North 84 degrees 16 minutes 22 seconds East from said radius point; thence North 05 degrees 43 minutes 38 seconds West 126.47 feet to a curve having a radius of 858.95 feet, the radius point of which bears North 84 degrees 16 minutes 22 seconds East; thence Northerly along said curve 83.33 feet to a point which bears South 89 degrees 49 minutes 53 seconds West from said radius point thence parallel with the East line of said Southwest Quarter Section North 00 degrees 10 minutes 07 seconds West 298.93 feet to a point on the North line of said Southwest Quarter Section; thence along said North line North 88 degrees 42 minutes 47 seconds East 55.01 feet to the Point of Beginning, containing 324,350 square feet, more or less (7.45 acres, more or less). Subject to the Right of way for 131st Street and Pennsylvania Street and a Non- exclusive Easement In Deed Book 344, Pages 988-992. Subject to all Rights of Way, Covenants, Restriction and Easements of record. Existing Sanitary Sewer Existing Storm Sewer New Storm Sewer 6" Subsurface Drain New Sanitary Sewer Utility Drainage Esmt Building Setback Line Existing Water Main New Water Main Existing Fire Hydrant New Fire Hydrant Existing Water Valve New Water Valve Existing Fiberoptic Line Existing Gas Main Existing Electric Line Existing Telephone Line New Gas Main New Electric Line New Telephone Line Existing Utility Pole Existing Trees Existing Fence Pavement Within Right of Way Light Duty Pavement Heavy Duty Pavement 2' Chairback Curb and Gutter 2' Chairback Curb w/o Gutter Depressed Curb Curb Walk Concrete Walk Handicap Ramp Handicap Parking Sign Concrete Dumpster Pad (REFER TO ARCHITECTURAL PLANS) Sanitary Sewer Lateral Clean-Out Area Light (Contractor to Coordinate Light Style and Size with Site Lighting Plan, by Others) 0 6" Concrete Pavement 2" Island Weep Sleeve 1618' Parking Spaces- 17 0 9'x20' Parking Spaces- 115 8'X20' Parking Spaces- 6 (A.D.A. REQUIRINENIS) Total Parking Spaces- 138 GUEST ROOMS (PHASE 1) 110 B.S.L. Building Setback Line NOTE: SITE IS ZONED B-2 #4 =4' "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOIIFYING THE UNDERGROUND LOCATION SERVICE PNO (2) WORKING DAYS BEFORE COMMENCING WORK. PROPOSED U.S. 31 RAMP AND R.O.W. PER RESOLUTION NO. 08-07-00-03 INFORMATION WAS OBTAINED IN DIGITAL FORMAT FROM PARSONS BRINCKERHOFF ON 7-27-01. I 01 SRT D G S PE19500260 I*;_ ‘15c;\ STATE OF DATE: F- -0 L...- THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 0 COPYRIGHTED BY TI-IE SCHNEIDER CORP. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS US Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering