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HomeMy WebLinkAbout05020034-35.1N �Cin �r M W 131 s t nne Dr V Dr 13101 o SITE PLAN 0102 GRADING PLAN N Cn -a > C801 GENERAL DETAILS L101 LANDSCAPE PLAN o m >� U � RON MARBURGER INSTRUMENT #9609626849 3 �o <n C:� tails Y O l.J O a Colle Corset Blvd U ! C W ~ � W O � o z E O� Ransburg D a N = 4 m ' P o 6th t � � N 6 ° 0 Adams 0) • y U RON MARBURGER a 0 o Q 4 L INSTRUMENT /9609626849 J D —Y 7 LL V 0 wo 0 U w o ■ ROXANNE BEWNGER, TRUSTEE OF THE NOT TO SCALE CrA — Crost silt loam. SOILS MAP NOT TO SCALE SITE SCALE: MAP 1 " =10 0' LATITUDE MAIN STREET WEST ; VIExT 131st STREET> C100 COVER SHEET EXISTING TOPOGRA'r) IY 13101 C101 SITE PLAN 0102 GRADING PLAN C103 UTILITY PLAN C801 GENERAL DETAILS L101 LANDSCAPE PLAN RON MARBURGER INSTRUMENT #9609626849 3 �o Y O l.J O U ! W ~ � W O � N = 4 m P 6 2 � RON MARBURGER ALSO' TRACT INSTRUMENT /9609626849 J 7 4 Mo d d V 0 wo 0 o ■ ROXANNE BEWNGER, TRUSTEE OF THE t,fl� BEJJNGER FAMILY REVOCABLE TRUST ° z INSTRUMENT /9709756151 � 8 3 o ' DEBORAH PETERSON INSTRUMENT $200200070561 JOYCE WALLS INSTRUMENT 19909941491 SITE SCALE: MAP 1 " =10 0' LATITUDE LONGITUDE 390 58 35" 1 860 09 08" SEC. 26, TI 8N, R3E 7r ii F. 7r A. low 14 11 ID FIA EFM S A T OLD FAERIDI k I (A.D.L.S. &DEVELOPMENT PLAN PACKAGE) 131ST STREET. HAMILTON COUNTY, INDIANA DEVELOPER: BOOMERANG DEVELOPMENT 11911 LAKESIDE DRIVE, FISHERS, INDIANA INDIANAPOLIS, IN 46240 PH: 317 - 846 -3111 FAX: 317- 846 -6650 CONTACT: CHRIS WERTH ; EMAIL: CWWERTH @PRODIGY.NET The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. The within described tract of land lies within Flood Hazard Zone X (un— shaded) as said tract plots by scale on Community one Number 18057CO207F the Flood Insurance Rate Maps for Hamilton County, Indiana (maps dated February 19, 2003). The subject tract is zoned "OM /SFA" Old Meridian District /Single Family Attached Zone per the Comprehensive Zoning Maps for the City of Carmel, Indiana. The setback requirements for "OM /SFA" zoning can be variable, transitional and subject to legal interpretation, therefore, setback lines are not depicted hereon. REVISIONS: DATE: I BY: I DESCRIPTION: Il7c PROJECT ENGINEER: CHECKED BY: MJD Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317- 826 -7100 317- 826 -7200 Fax www.schneidereorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: Michael J. Diamente P.E. E -MAIL ADDRESS: mdiamente@schneidercorp.com 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 S,:HNEIDER CORPORATION. DATE CHECKED: 02/17/0 © 2005, The Schneider Corporation 1:O 1 A I I I 100 1'l l ORIGINATING BM - IN HAMILTON COUNTY, CARMEL QUADRANGLE, NORTHWEST QUARTER OF SECTION 26, T. 18 N., R. 3 E., DNR BRONZE DISK STAMPED "HAM 61 1989 ", AT THE SOUTHEAST HEADWALL OF SPRING MILL ROAD BRIDGE OVER WILLIAMS CREEK, SET IN THE TOP OF THE SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE. 14 FEET EAST FROM THE CENTERLINE OF SPRING MILL ROAD, 0.6 FEET SOUTHWEST FROM THE NORTHEAST FACE OF THE WINGWALL, 0.3 FEET BELOW THE ROADWAY. ELEVATION = 864.794 (NGVD 1929) BM - MINE SPIKE IN EAST SIDE OF A 48" OAK, 1' UP AT THE NW CORNER OF 131st ST AND MERIDIAN CORNERS BLVD. ELEVATION = 873.17 TBM 1 - 5/8 INCH REBAR AT NW COR. OF SE QTR. OF SEC. 26- 18N -03E ELEVATION = 874.83 TBM 2 - SOUTH BOLT, TOP OF FLANGE OF FIRE HYDRANT ON N. SIDE OF 131st STREET APPROXIMATELY 40 FT EAST OF WEST LINE OF 5 ACRE SITE ELEVATION = 870.78 THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. THE HOLDER IS RESPONSIBLE FOR VERIFYING THAT THESE DOCUMENTS ARE THE MOST CURRENT PRIOR TO USE. P G \ sTe No.10100357 CLI vo, STATE OF \��_ /7ZZ// SSID NIA�� DATE: 2/18/05 JOB No. 5200.001 FILE NAME: SA5k \5200 \001 \dwgs \C100.dwg SHEET OF 7 INDEX SHEET No. DESCRIP PION C100 COVER SHEET EXISTING TOPOGRA'r) IY 13101 C101 SITE PLAN 0102 GRADING PLAN C103 UTILITY PLAN C801 GENERAL DETAILS L101 LANDSCAPE PLAN The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. The within described tract of land lies within Flood Hazard Zone X (un— shaded) as said tract plots by scale on Community one Number 18057CO207F the Flood Insurance Rate Maps for Hamilton County, Indiana (maps dated February 19, 2003). The subject tract is zoned "OM /SFA" Old Meridian District /Single Family Attached Zone per the Comprehensive Zoning Maps for the City of Carmel, Indiana. The setback requirements for "OM /SFA" zoning can be variable, transitional and subject to legal interpretation, therefore, setback lines are not depicted hereon. REVISIONS: DATE: I BY: I DESCRIPTION: Il7c PROJECT ENGINEER: CHECKED BY: MJD Schneider Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317- 826 -7100 317- 826 -7200 Fax www.schneidereorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED BY: Michael J. Diamente P.E. E -MAIL ADDRESS: mdiamente@schneidercorp.com 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 S,:HNEIDER CORPORATION. DATE CHECKED: 02/17/0 © 2005, The Schneider Corporation 1:O 1 A I I I 100 1'l l ORIGINATING BM - IN HAMILTON COUNTY, CARMEL QUADRANGLE, NORTHWEST QUARTER OF SECTION 26, T. 18 N., R. 3 E., DNR BRONZE DISK STAMPED "HAM 61 1989 ", AT THE SOUTHEAST HEADWALL OF SPRING MILL ROAD BRIDGE OVER WILLIAMS CREEK, SET IN THE TOP OF THE SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE. 14 FEET EAST FROM THE CENTERLINE OF SPRING MILL ROAD, 0.6 FEET SOUTHWEST FROM THE NORTHEAST FACE OF THE WINGWALL, 0.3 FEET BELOW THE ROADWAY. ELEVATION = 864.794 (NGVD 1929) BM - MINE SPIKE IN EAST SIDE OF A 48" OAK, 1' UP AT THE NW CORNER OF 131st ST AND MERIDIAN CORNERS BLVD. ELEVATION = 873.17 TBM 1 - 5/8 INCH REBAR AT NW COR. OF SE QTR. OF SEC. 26- 18N -03E ELEVATION = 874.83 TBM 2 - SOUTH BOLT, TOP OF FLANGE OF FIRE HYDRANT ON N. SIDE OF 131st STREET APPROXIMATELY 40 FT EAST OF WEST LINE OF 5 ACRE SITE ELEVATION = 870.78 THESE DOCUMENTS ARE SUBJECT TO PERIODIC REVISIONS BY THE SCHNEIDER CORPORATION. THE HOLDER IS RESPONSIBLE FOR VERIFYING THAT THESE DOCUMENTS ARE THE MOST CURRENT PRIOR TO USE. P G \ sTe No.10100357 CLI vo, STATE OF \��_ /7ZZ// SSID NIA�� DATE: 2/18/05 JOB No. 5200.001 FILE NAME: SA5k \5200 \001 \dwgs \C100.dwg SHEET OF 7