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HomeMy WebLinkAbout05020034-35.3§^ + ce, MAIN STREET N89006'471 S89 006'47 "W WEST` YYL.J I 1 0 1 J I I \LL I I 314.65' 5' IF LO N Cfl ►0 N N 0 O O SITE SUMMARY SITE ACREAGE: 4.4 Acres LOTS / UNITS: 56 Units TOTAL UNITS per ACRE — — 12.7 PARKING PROVIDED: 4 each per Lot PARKING REQUIRED: 2 each per Lot 0 Ir � ,. w Indiana Underground Utility Location Service (1- 800 - 382 -5544) was contacted for marking of utilities Water Carmel City Sewer and Water 760 Third Avenue S.W. Carmel, Indiana 46032 317- 571 -2648 Telephone SBC 220 North Meridian Street Indianapolis. Indiana 46204 317- 265 -4878 Sanitary Sewer Carmel City Sewer and Water 760 Third Avenue S.W. Carmel, Indiana 46032 317- 571 -2648 Cable Bright House Networks 516 East Carmel Drive Carmel, Indiana 46032 317 - 972 -9700 Gas Vectren Energy Delivery P.O. Box 1700 Noblesville, Indiana 46061 317 - 776 -5534 Electric Indpis. Power and Light Co. 2102 North Illinios Street Indianapolis, Indiana 46202 317-261-8406 Utility Hotline: within Indiana 1- 800 - 382 -5544 outside Indiana 1- 800 - 428 -5200 Note The nature, size and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. H;kJ (C(0)= ID=(C II ®Iq 6" Deed Book 293, Page 790 Curb A part of the North Half of the Southeast Quarter of Section 2' Twenty -six (26) Township Eighteen (18) North, Range Three (3) East, in Curb with Gutter Hamilton County, Indiana, described as follows: 2' Beginning at a point in the North line of said Southeast Quarter distant Curb without Gutter West 1509.25 feet of the Northeast corner thereof, thence South two 2' hundred eighty (280) feet, thence West one hundred fifty -seven and Curb and Gutter fifteen hundredths (157.15) feet, thence North two hundred eighty (280) 3' feet to a point in said North line, thence East in and along said North Service Walk (by Ryland Homes) line one hundred fifty -seven and fifteen hundredths (157.15) feet to the 5' place of beginning. Service Walk (by Ryland Homes) U 40 ALSO: Beginning at a point 280 feet due South of a point in the North • line of said Southeast Quarter, distant West 1351.75 feet of the Handicap Northeast corner thereof, thence South 339.25 feet to a point, thence U West 314.65 feet; thence North 339.25 feet; thence East 314.65 feet to the place of beginning, being 280 feet South of the North line of said 2' Southeast Quarter of Section 26, Township 18 North, Range 3 East. Instrument No. 199909961384 A part of the Southeast Quarter of Section 26, Township 18 North, Range 3 East, more particularly described as follows: Beginning at a point in the North line of said Southeast Quarter of Section 26, a distance West 1351.75 feet of the Northeast corner thereof, thence South 280 feet, thence West 157.5 feet, thence North 280 feet to a point in said North line then East in and along said North line 157.5 feet to the place of beginning. `oo- 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 ASSUMED NORTH SCALE: 1"=30 ' HOLEY MOLEY SAYS DON'T DIG BLIND In "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. ILeIa(CKa1qTD) 5' Concrete Service Walk (6" thick) Existing Utility Pole Existing Trees Existing Fence r Pavement Emergency Access Drive rr�-r r r r r Pavement Within Right of Way Street Pole Area Light (to be installed by City of Carmel) U 6" Standing Curb 0 2' Chairback Curb with Gutter U 2' Chairback Curb without Gutter U 2' Depressed Curb and Gutter U 3' Concrete Service Walk (by Ryland Homes) U 5' Concrete Service Walk (by Ryland Homes) U 8' Concrete Service Walk (by Ryland Homes) Handicap Ramp U Street Sign () 2' Valley Gutter 1. ALL RADII AND OTHER DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. 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. 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 WITH APPLICABLE O.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. (UNLESS OTHERWISE NOTED) 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. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. 10. PAVEMENT WITHIN RIGHT OF WAY IS HEAVY DUTY PAVEMENT ONLY. ALL OTHER PAVEMENT IS LIGHT DUTY. z 0 w G! JOHND14, G srej��F��% No. 10100357 O STATE OF A/DIANP. V A\ DA 02/18/05 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.(2005) f44110 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 * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering w PROJECT NO.: 02/18/05 E-+ Q CHECKED BY: RDR JES SHEET TITLE: SITE PLAN DRAWING FILES: S: \5k \5200 \001 \dwgs \C101.dwg XREF: R: \5k \5200 \001 \dwgs \Title1.dwg XREF: R: \5k \5200 \001 \dwgs \5200001s.dwg XREF: R: \5k \5200 \001 \dwgs \001bs.dwg SHEET NO.: (Clan Q Q W O DATE: PROJECT NO.: 02/18/05 5200.001 DRAWN BY: CHECKED BY: RDR JES SHEET TITLE: SITE PLAN DRAWING FILES: S: \5k \5200 \001 \dwgs \C101.dwg XREF: R: \5k \5200 \001 \dwgs \Title1.dwg XREF: R: \5k \5200 \001 \dwgs \5200001s.dwg XREF: R: \5k \5200 \001 \dwgs \001bs.dwg SHEET NO.: (Clan