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HomeMy WebLinkAbout64-01 Development Planr, C:) 0 cv Ln LC7 Lri (ll Cl a a) 3 a 0 U (n Q1 3 D 0 CD- OD M CU oil 1v Village of WestClay SECTION 7501 EXISTING Village' of WestClay SECTION 3001—A "�'�� Wq /SnN� 8. ��,- 21. R� / ' \ .9 lkiV N � \ J 23%011111N M 1101 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO DRAWN BY: VERIFY ALL EXISTING UTILITIES AND CONDITIONS co PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SHEET TITLE: CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF PLAN THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR N: \1238 \DP01 \DWGS \C101 A.DWG EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR XREF: DPO1BS.DWG, 7501BBS.DWG SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF XREF: 3001CBS.DWG ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE XREF: CA9.DWG 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 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 �--a O 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 ARE TO BE PLACED AT ALL WALK w 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 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. ANY UTILITY POLES WHICH LIE WITHIN THE EXTENDED PAVEMENT OR SHOULDERS MUST BE RELOCATED PRIOR TO THE CONSTRUCTION OF THE BROAD STREET ENTRANCE. ASSUMED NORTH IL fiEcMaIfl® SCALE: 1"=40' ---!JL+— W Existing Water Line -- -- — --- Existing Storm Sewer - ---- -- - -�� Existing Sanitary Sewer 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. - -- 00o _ — x ELEV DESC off of 0 000.0 [ 000.00 • . • _ MFFE Existing Contour Existing Elevation w/ description All Other Finish Grades Exist. Pavement Grade 2' Exist. Chairback Curb Flow Arrow Denotes Elevation and Approximate Pad Size 6" Subsurface Drain Swale (lo Exist. 12' Alley Minimum Finished Floor Elevation 0 i CANOPY TREE (2 112' CALIPER) ACER RUBRUM VARIETIES (RED MAPLE) ACER SACCHARUM VARIETIES (SUGAR MAPLE) BETULA NIGRA (RIVER BIRCH) CELTIS OCCIDENTALIS (HACKBERRY) FRAXINUS AMERICANA VARIETIES (WHITE ASH) FRAXINUS PENNSYLVANICA VARIETIES (GREEN ASH) QUERCUS BICOLOR (SWAMP WHITE OAK) QUERCUS RUBRA (RED OAK) :3I N� I IIMnI�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 I z 0 V) 5 w \A VA unL,� �`�� ���GISTER�;• � ''i N0. 9800085 -A- '•. STATE OF DATE: 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) lc%bl 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.: 04/18/01 1238.DP01 DRAWN BY: CHECKED BY: co SHEET TITLE: co PLAN DRAWING FILES: N: \1238 \DP01 \DWGS \C101 A.DWG XREF: DPO1AS.DWG, 7501CBS.DWG XREF: DPO1BS.DWG, 7501BBS.DWG XREF: 3001 ABS-DWG XREF: 3001CBS.DWG XREF: 7501 BS.DWG XREF: CA9.DWG SHEET NO.: (Cban .� z CD �--a O O w Q ct V w 4) DATE: PROJECT NO.: 04/18/01 1238.DP01 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \DP01 \DWGS \C101 A.DWG XREF: DPO1AS.DWG, 7501CBS.DWG XREF: DPO1BS.DWG, 7501BBS.DWG XREF: 3001 ABS-DWG XREF: 3001CBS.DWG XREF: 7501 BS.DWG XREF: CA9.DWG SHEET NO.: (Cban �Y