Loading...
HomeMy WebLinkAbout03080009 Construction Plans for Townhomes at Rangeline Block B C102c*E :q EX. SANITARY MANHOLE T/C 822.91t> INV N 812.40 21" RCP— INV W 814.08 8" VCP INV S 812.48 21" RCP N Z O Z Q Q U w Q N 1 Ld +1 i 1 h 41 l F' MOLEY SAYS "DON'T DIG BLIND" 8- 1 -26 -1 SUPPLEMENTED, EXCAVATE A110N 'SERVICE "TWO (2) WORKING DAYS BEFORE COMMENCING WORK. K• SEXY 4, G\STF 4, No. L 9500028 Q STATE OF %S /ONA� a n /u /11llllll,, I 340 1ST AVENUE P DONNA THOMAS ASSUME D SCALE: DEVELOPER. DATE: 7/18/03 THIS DRAWING AND THE IDEAS, DESIGI CONCEPTS CONTAINED HEREIN ARE THE INTELLECTUAL PROPERTY OF THE SCH CORPORATION, AND ARE NOT TO BE L REPRODUCED, IN WHOLE OR IN PART, THE WRITTEN CONSENT OF THE SCHD CORPORATION. CQ COPYRIGHTED BY THE SCHNEIDER C I.E. INVESTMENTS, LLC 1016 3rd AVENUE SW, SUITE 100 CARMEL, INDIANA 46032 13171 846 -6641 FAX 13171 814 -2231 STEVE SCHUTZ ENGINEER. NORTH 1 =20 Schneide 330 ist BRAD THE SCHNEIDER CORPORI 12821 E. New Market Str Suite 100 Carmel, IN 46032 Telephone: 317.56 9.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineerinc Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineerini 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. 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. 7. EXPANSION JOINTS AREA TO 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 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 IN ILRCEP IED 10 BE PERPE IUA IED INIO SIORM 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). 000.00 LI ICE 00 00 FFE I Imo) 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 Flow Arrow 4" Subsurface Drain r 000.00 Swale Q Water Main Existing Trees Existing Gas Main I Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities Y.D. Yard Drain THE SCHNEIDER CORPORATION 12821 EAST NEW MARKET ST., SUITE 100 CARMEL, IN 46032 13171 569 -8112 FAX 826-6410 DATE: PROJECT NO.: 07/18/03 4580.0 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN BLOCK "B" DRAWING FILES: N: \4K \4580 \001 \DWGS \BLOCK B \C102.DW XREF: 4580 —A— BS.DWG XREF: 4580 —B— BS.DWG XREF: 4580001S.DWG XREF: IDS AR E AM AP. D WG I SHEET NO.: z C c z W E Q DATE: PROJECT NO.: 07/18/03 4580.0 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN BLOCK "B" DRAWING FILES: N: \4K \4580 \001 \DWGS \BLOCK B \C102.DW XREF: 4580 —A— BS.DWG XREF: 4580 —B— BS.DWG XREF: 4580001S.DWG XREF: IDS AR E AM AP. D WG I SHEET NO.: