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HomeMy WebLinkAboutC101 Site PlanS8950'55"W 20.00' 40.00' 12.00' 8.5 80.00' imam 0 swill1111 0 11111 Ilk 11111111 It Nun mu livigams'ffihmirmErimaiiiRo Nim1111111111111111111111 1111111111111 19.03' 11.60' 20.00' 2.00 24.00' PROPOS CENTER D SHOPPING IGN 20.00' 5 GREENBELT 5' GREENBELT 14.00' 5.50 89°50'55"E S89°50'55"W 325.0' (D 323.85 TP.4-4 rt 11 STRE I sub ..perty (.)es not ed Federal Ernerge.ncy Mainage No.. 180081 U th c)1L hydrant ip.ear Flood Hazard yvt-n on Flood y 1.9, 1981._ -ea as rner as shown. Elevation 818.98 1 --TRASH ENCLOSURE TO MATCH BLDG. LEGEND 0 2' Chairback Curb Gutter 2' Chairback Curb w/out Gutter Concrete Curb Walk 0 Typical Pavement Section Concrete Pavement Section 0 Handicap Ramp Landscape Area Concrete Median 0 Sidewalk Ramp CD Pavement Marking 9'x20' Parking Spaces 8'x22' Parking Spaces iA\ 9'x20' Handicap Parking Spaces LAND DESCRIPTION (Instrument #9809812751) Part of the Southeast Quarter of Section 31, Township 18 North, Range 4 East, Hamilton County, Indiana, more particularly described as follows: Beginning at a point on the South line of said 1 /4 Section; distant 1263.95 feet, measured South 89 degrees 50 minutes 55 seconds West along said South line from the Southeast corner of said 1 /4. Section; running thence South 89 degrees 50 minutes 55 seconds West and along said South line 325.0 feet to the center line of New State Road No. 431; thence North 0 degree 15 minutes 05 seconds West and along said center line 39.10 feet to the P.C. of a curve to the right, said curve having a radius of 19098.91 feet and a delta angle of 5 degrees 35 minutes 30 seconds; thence northerly along said curve and along the center line of said Road 250.90 feet; thence North 89 degrees 50 minutes 55 seconds East parallel with the South line of said 1/4 Section 323.85 feet; thence South 0 degree 09 minutes 05 seconds East 290.00 feet to the point of beginning. 24" COMPACTED SUBGRADE 2' CONCRETE CHAIRBACK CURB AND GUTTER (Type 11) PARKING REQUIRED RETAIL: 1 Space Per 200 SF TOTAL: PARKING PROVIDED REGULAR: HANDICAP: TOTAL: "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA SLATE LAW I5-69-1991. ASSUMED NORTH I G A N F y T I H N E G L T u O NDE X R C G A R T N E ID SCALE: 1 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. GENERAL NOTES 1. ALL RADIUS AND OTHER DIMENSIONS FOR 2' CHAIRBACK CURB STANDING CURB ARE TO FACE OF CURB. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE 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 WITH 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 WTH APPLICABLE 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 NON—REINFORCED CONCRETE 4" THICK 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 WITH A CONTRACTION JOINT EVERY 20' OR LESS. 10. EXPANSION JOINTS ARE TO BE PLACED EVERY 20' ALONG CURBS. 11. ALL UNMARKED CURB RADII ARE TO BE 3' TO FACE OF CURB. PARKING DATA EXISTING ZONING: B-3 Business 1" 9.5mm HMA SURFACE 3" 25mm HMA BINDER 8" #53 COMPACTED STONE BASE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION HOLEY MOLEY SAYS DON'T DIG BLIND' 42 Spaces 42 Spaces 42 Spaces 2 Spaces 44 Spaces PEN 0 1111111111111 1///// YI/Ls ;g TE VAL DATE: 6/18/04 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. COPYRIGHTED BY THE SCHNEIDER CORP. (2004) •MINIMINIMINOMINIMININMEDWORMINISIIIIMI1 Schneider THE SCHNEIDER CORPORATION Avon Office 6845 East U.S. 36 Suite 500 Avon, IN 46123 Telephone: 317.272.0108 Fax: 317.272.0412 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DRAWING FILES: P. \41(\4912\002\dwys\C101—C104.dwg Xrefs: P: \4k \4912\001 \dwgs\4912001L.dwg P:\40912\002\dwgs\4912002BS.dwg P: \4k\4912\001\dwgs\TOP0.dwg DATE: 6/1 8/04 DRAWN BY: DBS PROJECT NO.: 4912.002 CHECKED BY: SHEET TITLE: SITE PLAN