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Home My WebLink About03110003 Meridian Technology Center, Corvasc Medical Office Building, Construction Plans pg. 03DATE: 10/30/03 REI INVESTMENTS INDIANAPOLIS, INDIANA DRAWN BY: RDR CHECKED BY MSO SHEET TITLE SITE LAYOUT PLAN DRAWING FILES: S: \1211 \018 \DWGS \C101 XREF: S: \1211\018 \dwgs\018bs.dwg XREF: S: \1211 \019 \dwgs \12110191.dwg XREF: S: \1211 \018 \dwgs \Titlel.dwg XREF: SHEET NO.: C itOR S chneider 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 LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Z) F1 IA DATE: 10/30/03 PROJECT P.1C'.: 1211.018 DRAWN BY: RDR CHECKED BY MSO SHEET TITLE SITE LAYOUT PLAN DRAWING FILES: S: \1211 \018 \DWGS \C101 XREF: S: \1211\018 \dwgs\018bs.dwg XREF: S: \1211 \019 \dwgs \12110191.dwg XREF: S: \1211 \018 \dwgs \Titlel.dwg XREF: SHEET NO.: C itOR I :SNOISIAJJ DATE: THIS DFAWIN`L AND THE IDEAS, DE ,iGN CONCEPTS CONTAINED HEREIN ARE THE E xC is INTELLECTUAL PROPERTY OF rHE ti HNE.)DFE- CORPORA. TION, AND ARE NO T 1O BE USE.' REPRODUCED, IN WHOLE OR IN FAR WIT: BETH I THE WRITTEN CONSENT OF THE S ,HNL N N CORPORATION. COP YRiGH ;ED BY THE SCHNEIDER 2 S chneider 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 LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering ADJACENT USE GENERAL BUSINESS 5.5 ASPHALT PATH FT N88'46'55 "E 65.81' -10' STORM EASEMENT COLLEGE DRIVE S88'46'54"W 26 Future Parking Area c-p r r 1 3 1 MONUMENT SIGN N8617'59"E 165.13' D 27.0' ADJACENT USE GENERAL BUSINESS 9.0' 1 NN N--BUILDING SIGN LOCATION N$3'49'Q7"E 53.51 RELI O N) PROPOSED MEDICAL OFFICE N 16,210 SF FFE 852.00 92.7' 18 LOADING BERTH 9 ADJACENT USE GENERAL BUSINESS 'H EASEMENT Li ,,H, g 404.19' 9.0' N86'17' 59 "E FUTURE EXPANSION 14,800 SF 90.0' 9.0' 134.9' 135.2' 9.0' 120.55' E_:HLL \ILN I L DUMP STER 12.0' O CV N cd N -yr- 0 0 ADJACENT USE GENERAL BUSINESS Sir THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. DISCLAIMER FOR THE USE OF DIGITAL FILES iNCD=ES ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB ARE TO THE FACE OF CURB. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB. 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON REINFORCED CONCRETE 4" THICK. 10. 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. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. EdAINFID IDIESC=F711CNN Part of the Southeast Quarter of Section 35, Township 18 North, Range 3 East in Hamilton County, Indiana, being more particularly described as follows: Commencing at the Southwest corner of said quarter section; thence North 00 degrees 05 minutes 40 seconds West (assumed bearing) along the west line thereof a distance of 1238.48 feet; thence North 89 degrees 54 minutes 20 seconds East perpendicular to said west line a distance of 54.98 feet to the northwest corner of a tract of and described in Instrument Number 9709756614 in the Office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 05 minutes 40 seconds West along the west line of a tract of land described in Instrument Number 9223889 also being along the east right of way line of Pennsylvania Street a distance of 529.24 feet to the south right of way line of College Drive per Instrument Number 8742050 (the following six courses are along said south right of way line); (1) thence North 88 degrees 12 minutes 32 seconds East a distance of 206.15 feet; (2) thence North 88 degrees 46 minutes 55 seconds East a distance of 122.23 feet to the Point of Beginning being a 5/8 inch rebar with yellow cap stamped "Schneider Firm #0001" (hereinafter referred to as "rebar (3) thence continuing North 88 degrees 46 minutes 55 seconds East a distance of 65.81 feet; (4) thence North 86 degrees 17 minutes 59 seconds East a distance of 165.13 feet; (5) thence North 83 degrees 49 minutes 07 seconds East a distance of 53.51 feet; (6) thence North 86 degrees 17 minutes 59 seconds East a distance of 120.55 feet to a "rebar thence South 00 degrees 05 minutes 40 seconds East parallel with the west line of said quarter section a distance of 428.29 feet to a "rebar thence South 88 degrees 46 minutes 54 seconds West a distance of 404.19 feet to a "rebar thence North 00 degrees 05 minutes 40 seconds West parallel with the west line of said quarter section a distance of 411.29 feet to the Point of Beginning, containing 3.88 acres, more or less_ v IN v FROM S DE REAR U vl YARD REQUIRE T NO \E N O NONE FLOOD ZON \OTE: G w T E 0 0 0 0 0 0 0 0 0 0 0 v1ENTS PER B -2 /BUS W -SS D ASSUMED NORTH SCALE: 1 30 4 1NIDD Existing Sanitary Sewer Existing Storm Sewer New Storm Sewer New Sanitary Sewer Utility Sc 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 Heavy Duty Pavement Saw Cut and Remove Roll Curb Standard Duty Pavement 6" Straight Curb Curb Walk Concrete Walk Handicap Ramp Concrete Dumpster Pad (REFER TO ARCHITECTURAL PLANS) Handicap Parking Sign Curb End Taper Clean -Out Area Light (Contractor to Coordinate with Light Style and Size on Site Lighting Plan) Parking Spaces 154 ADA Parking Spaces 5 (A.D.A. REQUIREMENTS) Total Parking Spaces 159 PARKING SUMMARY TABLE ZONING ON PARCEL: PROPOSED BUILDING: REQUIRED PARKING: 1 SPACE /260 S.F. NET BUILDING AREA: 121 P.S. PROVIDED PARKING: STANDARD PARKING SPACE: HANDICAP PARKING SPACE: TOTAL PARKING SPACES PROVIDED: INITIAL PLAN C1 31,400 S.F. 154 P.S. 5 P.S. 159 P.S. F I IJ C1 47,600 S.F. 190 P.S. 201 P.S. 5 P.S. 206 P.S. STRICT R PER FIRM MAP NUMBER 18057CO209F EFFECTIVE DATE FEBRUARY 19, 2003 THE SITE IS LOCATED IN ZONE X, AREA TO BE OUTSIDE 500 -YEAR FLOODPLAIN =QU R EvIE \TS HOLEY MOLEY SAYS "DON'T DIG BLIND" "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 NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 5 (6 C802 8 C802 15 C802 C802 6 C802