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HomeMy WebLinkAbout05020007.6y. NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY. Storm Structure Data Table STR.# j T. C. INV. IN INV. OUT DEPTH STIR. SIZE STR. TYPE CASTING TYPE I PIPE SIZE DIRECTION IN ' OUT IN I OUT 600 New Pavement Grade 887.25 All Other Finish Grades F-ME-1 Match Existing Grades END SECTION-.- END 21" VV - - 601 895.70 888.71 887.72 5.55 48" MANHOLE R-1 772-A '&-, 21" S� E 888.31 -- - - -- 602 896.90 889.93 889.93 5.53 48" INLET R -3010 12" 15" j VV E 603 895.50 890.99 890.99 3.34 48" INLET R -30_10 12" 12" VV E 604 896.50 891.42 891.42 315 48" MANHOLE R-1 772-A _12 12" 12" N__ E 892.18 VV 605 j 896.40 889.99 889.99 2.70 48" MANHOLE R-1 772-A 12„ '', 12" W E 892.58 605 89.00 889.99 2.65 24 "x24" R-1 772-A 12" 12" VV S 606 _896.40_ 896.20 892.70 2.33 24 "x24" __MANHOLE BEEHIVE R -4342 12" E 607 1 895.80 892.30 2.33 24"x24" BEEHIVE R -4342 j 12" E 608 1 891.70 888.62 1.10 24 "x24" DBL P.A. INLET R- 3405 -A 21" S 609 894.00 890.50 2.38 24"x24" P.A. INLET R- 3405 -A 12" VV CONTRACTOR TO VERIFY ABOVE OR ALTERNATE STRUCTURE TYPES AND SIZES PER D -18 ON C806. I:� l�N ( ej hIIM 1 � 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 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC -S -000 (Village of WestClay - South - Structure number) ASSUMED NORTH SCALE: 1 "= 50 ' 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 PcR 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. 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. 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 AND 4' IN WIDTH. 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 8. 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 WIT A CONTRACTION JOINT EVERY 20' OR LESS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 12. 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. 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FII UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). 14. WATERMAIN VALVES AND MANHOLES SHALL NOT BE LOCATED IN PAVEMENT, CURBS, OR SIDEWALKS. 15. 100 YEAR FLOOD PLAINS, FLOODWAY FRINGES AND FLOODWAYS: PER FEMA AND INDR STUDIES: NONE 12' Alley (Private Alley Easement) MFFE Minimum Finished Floor Elevation 1' Above Hightest Lot Grade MFPG Minimum Flood Protection Grade 2' Above 100 Year Flooding Source (Lowest Structure Opening Permitted) 0 2' Chairback Curb with Gutter 0 2' Valley Gutter O2' Chairback Curb w/o Gutter L6 Z w M C> 0 U U CC 0 Ln s Z� O N >w wm 0 O ' ': 0. No. 10000075 STATE OF O� �NDIANP. DATE: 1/31/05 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) lf%lo 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 Existing Storm Sewer -� New Storm Sewer - Existing Sanitary Sewer CKK New Sanitary Sewer o - -- - - -- - Existing Contour ` Existing Elevation 000.00 New Pavement Grade 000.00 All Other Finish Grades F-ME-1 Match Existing Grades Doo Storm Structure Number O Sanitary Structure Number w Flow Arrow 4) -------- - - - - -- 6" Subsurface Drain - Double Wall �- - -- 4" SSD Lot Lateral 000.00 • Swale (0 w Water Main z Existing Trees -- - - -- - Existing Gas Main DQ Q Existing Telephone y4 Existing Water Main - -- - Existing Flowline - - - -- __ Existing Overhead Utilities 12' Alley (Private Alley Easement) MFFE Minimum Finished Floor Elevation 1' Above Hightest Lot Grade MFPG Minimum Flood Protection Grade 2' Above 100 Year Flooding Source (Lowest Structure Opening Permitted) 0 2' Chairback Curb with Gutter 0 2' Valley Gutter O2' Chairback Curb w/o Gutter L6 Z w M C> 0 U U CC 0 Ln s Z� O N >w wm 0 O ' ': 0. No. 10000075 STATE OF O� �NDIANP. DATE: 1/31/05 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) lf%lo 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.: 1131 /05 1238.1004 DRAWN BY: r CKK o DEVELOPMENT � I N: \1238 \1004 \DWGS \SEC B \C101.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1001 BS.DWG XREF: 5006ABS.DWG XREF: 5006BBS.DWG z XREF: CA5.DWG, CA6.DWG, CA7.DWG, CA8.DWG SHEET NO.: O w 4) O 0 z ao z DQ Q a � 0 z CL) 1_� U tW E -+ CO U z DATE: PROJECT NO.: 1131 /05 1238.1004 DRAWN BY: CHECKED BY: CKK SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \1004 \DWGS \SEC B \C101.DWG XREF: 1004- ABS.DWG XREF: 1004- BBS.DWG XREF: 1001 BS.DWG XREF: 5006ABS.DWG XREF: 5006BBS.DWG XREF: 1003- BS.DWG, 1002- BS.DWG XREF: CA5.DWG, CA6.DWG, CA7.DWG, CA8.DWG SHEET NO.: (Cn(a�