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HomeMy WebLinkAbout05030006.3___V) Aff.8807.80 37 +00 o_ w 8� w = C � cn -71 w 47 w cn = z 0 Z (D U 4 r1r" — . O 5.18 1 YX9e of WestClay 1TURE SECTION,6NI3 FOR CONTINUATION SEE SHEET C104 J &SE 12 BL nC" o 0 U TC =90 .61 _ .LEY (PRIVATE) C/) 724L ALLEY ESMT W +� Z LLJ (/ — New Pavement Grade ise TC =907.6 C) Q =909 5 _ U Z Z 1'BL OU 10' DU &SE OLL_ ) +61.54 o_ w 8� w = C � cn -71 w 47 w cn = z 0 Z (D U 4 r1r" — . O 5.18 1 YX9e of WestClay 1TURE SECTION,6NI3 FOR CONTINUATION SEE SHEET C104 r Q ° W � J w M Q Q J W O M ~ CD � z V c� Cn z ° � I V) Q � U � O cn z oo � z cn ° 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 TO EXCAVATE ASSUMED NORTH WITHOUT NOTIFYING LAW UNDERGROUND » > LOCATION SERVICE TWO (2) WORKING SCALE: 1 = 50 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 HE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF HE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. HE CONTRACTOR SHALL NOTIFY IN WRITING HE 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 HE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. HE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY HE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. SERVICE WALKS SHALL BE NON — REINFORCED CONCRETE 4" HICK AND 4' IN WIDTH. 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 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 NH 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 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. 12, ALL FILL AREAS (ENGINEERED FILL) 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). FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 PASSING A #200 SIEVE. 13, WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE - � --�-- o DRAWN BY: �o DCC L o U Existing Contour +� Z Existing Elevation Cn O New Pavement Grade 000.00 All Other Finish Grades � _ U Storm Structure Number � 1 L_LJ Sanitary Structure Number O ir) � w 0 Uj - -- Y 000.o� U M _ , Cn 1J 0 X Existing Trees r Q ° W � J w M Q Q J W O M ~ CD � z V c� Cn z ° � I V) Q � U � O cn z oo � z cn ° 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 TO EXCAVATE ASSUMED NORTH WITHOUT NOTIFYING LAW UNDERGROUND » > LOCATION SERVICE TWO (2) WORKING SCALE: 1 = 50 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 HE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF HE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. HE CONTRACTOR SHALL NOTIFY IN WRITING HE 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 HE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. HE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY HE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. SERVICE WALKS SHALL BE NON — REINFORCED CONCRETE 4" HICK AND 4' IN WIDTH. 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 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 NH 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 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. 12, ALL FILL AREAS (ENGINEERED FILL) 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). FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 PASSING A #200 SIEVE. 13, WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE - Existing Storm Sewer --�-- New Storm Sewer DRAWN BY: Existing Sanitary Sewer DCC New Sanitary Sewer o DEVELOPMENT Existing Contour DRAWING FILES: Existing Elevation 000.00 New Pavement Grade 000.00 All Other Finish Grades FME-1 Match Existing Grades 000 Storm Structure Number O Sanitary Structure Number w Flow Arrow -------- - - - - -- 6" Subsurface Drain - -- 4" SSD Lot Lateral 000.o� Swale (0 w Water Main o Existing Trees Existing Gas Main z - Existing Telephone z Existing Water Main - Existing Flowline Existing Overhead Utilities 12' Alley (Private Alley Easement) MFFE Minimum Finished Floor Elevation 1' Above Hightest Lot Grade O 2' Chairback Curb with Gutter O 2' Chairback Curb w/o Gutter OC 2' Valley Gutter NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —W -000 (Village of WestClay — West— Structure number) z 0 in w N o. 10000075 y� STATE OF %O�e, c+�NAD'IAA1NP DATE: 3/1/05 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) IC4061 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.: 3/11/05 1238.6001 DRAWN BY: � DCC o DEVELOPMENT PLAN DRAWING FILES: N: \1238 \6001 \DWGS \C101- 102.DWG XREF: 6001- BS.DWG, 6002- BS.DWG XREF: 6003- BS.DWG, PINCLNEY.DWG XREF: 5003- BS.DWG, 8002BS.DWG XREF: 8501BS.DWG, GLEBE- BS.DWG XREF: CA2I.DWG, CA12.DWG, CA9.DWG SHEET NO.: (C102 U� O w Q) Q0 o z a � z O ct DATE: PROJECT NO.: 3/11/05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \6001 \DWGS \C101- 102.DWG XREF: 6001- BS.DWG, 6002- BS.DWG XREF: 6003- BS.DWG, PINCLNEY.DWG XREF: 5003- BS.DWG, 8002BS.DWG XREF: 8501BS.DWG, GLEBE- BS.DWG XREF: CA2I.DWG, CA12.DWG, CA9.DWG SHEET NO.: (C102