Loading...
HomeMy WebLinkAboutC101 DEVELOPMENT PLAN0 0 Cv v m 6d v 0 0 L Q Q 1:3, 3 o_ U m 3 i 0 CD CID i m CU 10 1 0111110011 I t I� TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 TOP OF CASTING ELEVATION ADJUSTMENT DATA TABLE STRU. # EX. TIC PR. TIC NOTE 8708 888.87 888.87 NO CHANGE B709 888.53 888.87 RAISE 0.34' B710 889.56 889.56 NO CHANCE B622 888.53 889.09 RAISE 0.56' B623 888.61 889.09 RAISE 0.48' IN" lim. 124 Existing Storm Sewer -•�-- - New Storm Sewer - - -- - -� -- - - -- -- Existing Sanitary Sewer New Sanitary Sewer 000 - - - -- Existing Contour / x EI__FV Existing Elevation 000.00 New Pavement Grade FOX-0-01 All Other Finish Grades F_M_E_­l Match Existing Grades 0o Storm Structure Number Sanitary Structure Number Denotes Elevation and 000.0 Approximate Pad Size Flow Arrow ------ - - - - -- 4" Subsurface Drain E 000.00 '• -{ Swale (0 - - - - Water Main Existing Trees Existing Gas Main - T - --- - - - - -- r - -- Existing Telephone - W - - - - - - -- W- - Existing Water Main - - - - -- - ° ° ° - -- - - -- Existing Flowline - - - Existing Overhead Utilities W ASSUMED NORTH SCALE: 1"=50' I 245 t I II 1 i i 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 HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWERS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 6. 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. 7. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 9. 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. 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 13. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 14. 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). 15. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. HOLEY MOLEY SAYS "DON'T DIG BLIND "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. ��GISTER�;..�' No. 9800085 STATE OF I/ DATE: r,(jF1vl 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 f47bl 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.: 4/19/01 1238.V02 DRAWN BY: � DCC co DEVELOPMENT PLAN DRAWING FILES: N:\1238\VO2\DWGS\CIOI.DWG XREF: V02- BS.DWG, 1201BS.DWG XREF: 1009BS.DWG, 3004BS.DWG +' � O XREF: CA1O.DWG, CA13.DWG z w (C lan � Z O E"4 Q v U }}� ll 1 w DATE: PROJECT NO.: 4/19/01 1238.V02 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N:\1238\VO2\DWGS\CIOI.DWG XREF: V02- BS.DWG, 1201BS.DWG XREF: 1009BS.DWG, 3004BS.DWG XREF: AGO1BS.DWG, AG028S.DWG XREF: MID- BS -E.DWG XREF: CA1O.DWG, CA13.DWG SHEET NO.: (C lan x I