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HomeMy WebLinkAbout57.01.01 Primary Platti 0 0 m m m v ti CD M T lD ma On 3 3 Q O U r Q a CM 3 7D 0 0 i co rn c.o m M i z rLr-, I over, J LOT 104 o Z I. N89 °12'13 "E U0 7.871 S.F. 254 205 2a2 203 7 i BLOCK 1 pI 7,854 S.F. 104 / 103 � 3 0 101 R= 749.00' L= 333.14' OT `,Q J CG 0 W N W 0 U C>N r OT 88 i LOT 89 LOT 90 i LOT 91 i � AUTUMN DRIVE (OLD 126th STREET) BLOCK 3 BLOCK 4 7,787 S.F. .788 SF. 301 302 Spy 304 305 401 402 403 S90 900'00 "W 153.98' z AREA MAP. NOT TO SCALE l 775.03' sol 'fir, r w R= 558.94' L= 113.16' CITY CENTER DRIVE LOT 92 SOT 93 j i I i LOT 96 OT 7 ' LOT 98 I ; I i I POINT OF BEGINNING PARCEL 1 COMMON AREA A AM Sy. ° i_j�_S0001 2 '12 "E �� 35.98' Ila n BLOCK 5 r � acs IR BLOCK 6 504 at 9,066 SF. 50,5 W2 b +� N7g•24,01„ _ W4 S11 °35'59 "W (N.R.) W 181.16) 44.41 - - - ,rte R= 460.96' L=35.42' Legal Description: Townhouse Development at Carmel City Center - Parcel 1 Part of the Northeast Quarter of Section 36, Township 18 North, Range 3 East, of the Second Principal Meridian, Hamilton County, Indiana, being more particularly described as follows: Commencing at the Northeast Corner of said Quarter; thence South 89 degrees 12 minutes 13 seconds West (Assumed Bearing) along the north line thereof a distance of 1850.19 feet to the Point of Beginning; thence South 00 degrees 12 minutes 12 seconds East a distance of 35.98 feet; thence South 28 degrees 27 minutes 45 seconds East a distance of 74.31 feet; thence South 11 degrees 35 minutes 59 seconds West a distance of 44.41 feet to a curve to the right, non - tangent to the previously described course, having a radius of 460.96 feet, the radius point of which bears North 07 degrees 11 minutes 48 seconds East; thence Northwesterly along said curve an arc distance of 35.42 feet to a point which bears South 11 degrees 35 minutes 59 seconds West from said radius point; thence North 78 degrees 24 minutes 01 seconds West a distance of 181.16 feet to a curve to the left, having a radius of 558.94 feet, the radius point of which bears South 11 degrees 35 minutes 59 seconds West; thence Northwesterly along said curve an arc distance of 113.16 feet to a point which bears North 00 degrees 00 minutes 00 seconds East from said radius point; thence North 90 degrees 00 minutes 00 seconds West a distance of 153.98 feet to a curve to the left, having a radius of 749.00 feet, the radius point of which bears South 00 degrees 00 minutes 00 seconds East; thence Southwesterly along said curve an arc distance of 333.14 feet to a point on the west line of a tract of land as described in Miscellaneous Record 48, Page 462 and 463 in the Office of the Recorder of Hamilton County, Indiana, said point bears North 25 degrees 29 minutes 04 seconds West from said radius point; thence North 00 degrees 11 minutes 57 seconds West along said west line a distance of 153.30 feet to the North Line of the said Quarter; thence North 89 degrees 12 minutes 13 second East along said North line a distance of 775.03 feet to the Point of Beginning. Containing 1.899 acres, more or less. CITY CENTER DRIVE i0:: LOT 99 I W ■ SOILS MAP­ NOT TO SCALE N00 °14'14 "A 53.35' N68 °55'42"E 34.79 - 21.36 W-Z 57.70' G ' u01 Mm Y ` CrA �,r P M m B 2 ,Br: Br is TI ♦t(:, '� gt -,._.'CrA E' ' •o CrA Mm B2 1 MmB2 Br ' r`e2 (�MmC2: / AUTUMN DRIVE (OLD 126th STREET) _ N89 012'13 "E 146.70' COMMON AREA "C" 4538'E 9,020 S.F. 131 7V BLOCK a 8,M SY am ON W4 W5 am r - -- -mmm 76.75' N w POINT OF BEGINNING PARCEL 2 �t- d- 0 Cn CITY CENTER DRIVE N W �WW `I M W CD M NE COR., NE 1/4 N89'12 "I YE 1850.19' SEC. 36- T18N -R3E 1381.23' �I ASSUMED NORTH SCALE: 1"=50' HOLEY MOLEY SAYS DON'T DIG BLIND _ Existing Storm Sewer --�-- New Storm Sewer +f Existing Sanitary Sewer New Sanitary Sewer 00r - - -- Existing Contour ELEV Existing Elevation 000.00 New Pavement Grade �o•006 All Other Finish Grades F-ME-71 Match Existing Grades 0o Storm Structure Number Sanitary Structure Number Denotes Elevation and 000.0 Approximate Pad Size Flow Arrow -------- - - - - -- 4' Subsurface Drain [ 000.00 • •• Swale (I[� - - - - Water Main Existing Trees - Existing Gas Main - - Existing Telephone Existing Water Main Existing Flowline ------ j? ------ Existing Overhead Utilities - 1 - C - Existing Traffic Signal Conduit DU &SE Drainage Utility and Sewer Easement AE Access Easement INDICATES LOT NUMBER 6. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4 04/16/01 THICK AND 4' IN WIDTH. 7. 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. Legal Description: "IT'S THE LAW" 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO Townhouse Development at Carmel City Center - Parcel 2 CALL 2 WORKING DAYS BEFORE YOU DIG VERIFY ALL EXISTING UTILITIES AND CONDITIONS N:\3K\3696\001\PRIMARY\C101A.DWG 1- 800 - 382 -5544 PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE Part of the Northeast Quarter of Section 36, Township 18 North, CALL TOLL FREE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF Range 3 East, of the Second Principal Meridian, Hamilton County, PER INDIANA STATE LAW IS -69 -1991. THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR Indiana, being more particularly described as follows: IT IS AGAINST THE LAW TO EXCAVATE EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR WITHOUT NOTIFYING THE UNDERGROUND SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF Commencing at the Northeast Corner of said Quarter; thence South LOCATION SERVICE TWO (2) WORKING ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE 89 degrees 12 minutes 13 seconds West (Assumed Bearing) along DAYS BEFORE COMMENCING WORK. PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR the North line thereof a distance of 1381.23 feet to the Point of INDICATES LOT LINE RESUMED. Beginning; thence South 00 degrees 14 minutes 24 seconds East a WRITING THE OWNER AND THE ENGINEER IN ANY 3. STANDARD SPECIFICATIONS FOR THE CITY OF distance of 153.36 feet; thence South 89 degrees 45 minutes 36 CROSS HATCHING 12. CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY seconds West a distance of 176.75 feet; thence North 00 degrees PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL SEWER AND STORM SEWERS. 14 minutes 24 seconds West a distance of 57.70 feet; thence BLOCK DETAIL - NO SCALE 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES North 16 degrees 37 minutes 44 seconds East a distance of 21.36 RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH feet; thence North 68 degrees 55 minutes 42 seconds East a GRANULAR MATERIAL. distance of 34.79 feet; thence North 00 degrees 14 minutes 14 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE seconds West a distance of 53.35 feet to the North Line of the PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY said Quarter; thence North 89 degrees 12 minutes 13 seconds East �v COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED along said north line a distance of 146.70 feet to the Point of PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF Beginning. Containing 0.561 acres, more or less. SERVICES. INDICATES LOT NUMBER 6. SERVICE WALKS SHALL BE NON - REINFORCED CONCRETE 4 04/16/01 THICK AND 4' IN WIDTH. 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK DCC INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SHEET TITLE: SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN INDICATES CONCRETE BUILDING FOUNDATION EXPANSION JOINTS, CONTRACTION JOINTS AND N:\3K\3696\001\PRIMARY\C101A.DWG PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH XREF: TOPO.DWG A CONTRACTION JOINT EVERY 20' OR LESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. BLOCK 8 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE INDICATES BLOCK BOUNDARY PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES 302 803 804 805 806 INTERCEPTED TO BE PERPETUATED INTO STORM SEWER INDICATES LOT LINE SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY O x CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. CROSS HATCHING 12. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 INDICATES ACCESS, DRAINAGE, UTILITY, SEWER & LANDSCAPE ESMT. AREA PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 BLOCK DETAIL - NO SCALE PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). VW Al of zo C) W w 5m • �� No. Fo 9800085 %?� `• STATE OF ���`••'•• DATE 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. (2001) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 04/16/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: PRIMARY ww DRAWING FILES N:\3K\3696\001\PRIMARY\C101A.DWG .� XREF: TOPO.DWG SHEET NO.: E­4 � w z Q Z o Q E-1 :J O x z 6 7 w �v $ O DATE: PROJECT NO.: 04/16/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: PRIMARY PLAT DRAWING FILES N:\3K\3696\001\PRIMARY\C101A.DWG XREF: 369601 BS.DWG XREF: TOPO.DWG SHEET NO.: