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HomeMy WebLinkAbout03080010 Townhomes at Rangeline Block B - Construction Plans - Development Plan C102w may 3 r�" k TOWNHOME #4 FFE= 826.50 824.5 824.5 COURTYARD Y.D T C 824.00 825.4 825.4 TOWNHOME #2 FFE= 828.00 825.9 825.9 =FE= 828.00 COURTYARD Y.D TC= 826.00 827.0 827.0 NEW GAS LINE 4' ;WA 142' OF 12" PLASTIC PIPE 1.82.V 4' WALK i +,1(1 1 )11 1- tf ALL -41O-iS+1A VE N U E N.W. JOHN NOBEE 0) EX. SANITARY MANHOLE T/C 822.91 INV N 812.40 21" RCP ,1 INV W 814.08 8" VCP INV S 812.48 21" RCP 340 1ST AVENUE W DONNA THOMAS ia't 330 1SAVENUE N.W. BRADLY MEYER ND DELOREIS BRADL 39'± Q SAN1T EX. 27' PVMT Ce X EX. 50' A 411 1ST AVEjNUENW" WILLIAM IGGAM 1 28'± EX. STREET LIGHT WALK NOTE: THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 0 STORM MANHOLE T/C 823.21 INV SW 819.53 12" CP C) BASIN T/C 823.62 INV W 816.27 18" RCP INV SW 816.52 12" RCP INV NE 820.17 12" RCP INV N 819.81 12" RCP .4 .�'ti... Ex EXISTING STORM SEWER DATA CATCH BASIN T/C 823.65 INV SW 820.13 12" RCP V11ATER VV 0 0 0 CA CH BASIN T/ 823.14 IN NE 816.96 12" RCP IN W 816.99 12" RCP PR"OSED INVERT INrIN817.00(12 RCP SE) CATCH BASIN T/C 823.18 INV E 817.20 12" RCP INV S 817.23 12" RCP INLET T/C 823.05 INV SE 820.70 6" VCP BOTTOM -.STR. 818.08 TOP OF WATER 820.63 38'± 335 AVENUE.. EX. 1ST APAR ROBINSON. ENJE .IS ES___ B TOWNHOM 4th 0 II I rI4:'1 OHL 1118 4Ra "7 tf"i St_II p`.11 i r,. Street 827.0 STORM MANHOLE TC= 824.60 INV. IN 827.25 (12" E) INV. OUT 827.25 (12" NW) BEEHIVE INLET TC= 826.50 INV. IN 819.85 (6" NE) INV. OUT 819.85 (12" W PAVED AREA INLET TC= 826.50 INV. OUT 820.30 (6" SW) EX. STREET z�at TO REMAIN! 4 R4 ZO I CC w_ w X u J CH ARI\CTER SUB -AREA 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL, INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK. CK 'B• S AT RANGELINE .r. tr B5 ZONING <ID r )r^I, 1 tiC'• IN WATER SERVICE LINE 45' OF 6" PLASTIC PIPE 1.00% I t HISTORIC RANGELINE ROAD SUB -AREA 7. EXPANSION JOINTS AREA 10 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 TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.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 IN IERCEP IED 10 BE PERPE IUA IED INIO S IORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 12. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). 410 N RANGELINE ROAD PHILIP 8ic JUDY DUNLAP 'stt11 O T X 5;W BLOCK ,-A (000.00) I00o.00 1 ME 1 00 FFE i 310 N RANGELINE ROAD FELLOWSHIP IN CHRIST, INC. A 33q N RANGELINE ROAD CHRiSTIAN. LIBRARY L EX. STREET LIGHT J m CD E ALI< 28'± 16'± Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Match Existing Grades Storm Structure Number Sanitary Structure Number Finished Floor Elevation w s RENT St i ]L,IEc� IEI�� E 1000.00 t L Y.D. x. 2 VMT l E t l A I.. t Flow Arrow 4" Subsurface Drain Swale (l0 Water Main Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities Yard Drain 411 N RAG ELIN R( WILLIAM FOMAN AND DONALD SMTH EX. STREET LIGHT 347 N RANGELINE ROAD DONALD LUCAS EX. STREET LIGHT 321 N RANGELINE ROAD AMY] FORBUSH DEVELOPER. "IT'S THE_ AW" CALT: ZpWORKING DAYS BE ORE YOU DIG 1 -800 -382 5544 CALL TOLL FRE ONI STATE LAW C- 8- 1 -26 -1 ET SEQ. AS AMENDED AN SUPPLEMENTED, IT IS AGAINST THE LAW EXCAVATE WITHOUT NOTIFYING THE DERGROUND 'LOCATION WORKING DAYS BEFORE COMMENCING WORK. LEY MOLEY SAYS "DON'T DIG BLIND" ENGINEER. ASSUMED NORTH SCALE: 1 20 I.E. INVESTMENTS, LLC 1016 3rd AVENUE SW, SUITE 100 CARMEL, INDIANA 46032 13171 846 -6641 FAX 13171 814 -2231 STEVE SCHUTZ THE SCHNEIDER CORPORATION 12821 EAST NEW MARKET ST., SUITE 100 CARMEL, IN 46032 13171 569 -8112 FAX 826 -6410 THE SCHNEIDER .CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46 032' Telephone: 311,569.8112 Fax: 317.826441 0 www.schneidercorp.com Architecture Civil Engineering Environmental Engineerin Geotechnical Services GIS LIS Home Builder S ervices Interior Design Land Surveying I' Landscape Architecture Transportation Engineering I No: 9500028 STATE 1 OF Lv �anrrrlrmur► DATE: 411 THIS DRAWING AND IL A 'EST NS AND CONCEPTS CONTAINED HEREIN, A THE EXCLUSIVE INTELLECTUAL PROPERTY OF ITHE SCHNEIDER CORPORATION, AND ARE NOT r'0 BE USED OR REPRODUCED, IN WHOLE O IN PART, WITHOUT THE WRITTEN CONSENT OF !TE SCHNEIDER CORPOR OQ COPYRIGHTED BY THE'. SCHNEIDER CORP. (2003) DATE: 07/18/03 DRAWN BY: DCC H z H z C U rn Ix cra co O PROJE T NO.: t 80.001 CHECKED BY: SHEET TITLE: DEVELOPMENT PLAN BLOC: DRAWING FILES: N: \4K \4580 \001 \DWGS\I3LOCK ti XREF: 4580- A- BS.DWG XREF: 4580 -B- BS.DWG XREF, 4580001S.DWG' XREF: IDS -AREAM AP.DWG