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HomeMy WebLinkAbout05030007.14FOR CONTINUATION SEE SHEET P109 -FOR CONTINUATION SEE SHEET P108 yO yfy / 000 tit `O- '•+7 / / U V \ 1�•� 7 W � �,N �u ° T - L - 00 \. - O \` • A V 00 / FLOODPLAIN {cif 00 -- Opp__ WETLANDS \ N NpOVVI 0 ~1 p° \ P �# ED s�� \ \ OOp 5 $ 0 UN N 7q p set yR - \ - IV S�1 ~1 O� `�'J 0p0 ag iso it � WETLANDS , Os ifU00\\ ppO/ n if 7n Sn gg \ T� \ /� \ \ �° T g FLOODPLAIN �. i_ _ JIM it / � °� \ is SX T� FLOODWAY sn r 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR E=RRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE CITY OF NOB(- ESVILLE, INDIANA SHALL APPLY FOR ALL SANITARY 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 AND 4' IN WIDTH. 7. EXPANSION JOINTS ARE 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 SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. B. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 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 85 PERCENT OF THE STANDARD DRY DENSITY (ASTM D -698). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D -698). 14. THE FINISHED FLOOR OF THE HOME IS TWELVE (12) INCHES HIGHER THAN THE NOTED PAD ELEVATION. 15. NO CURB UNDERDRAINS TO BE INSTALLED BEFORE SUBBASE PROOFROLL APPROVAL. IT DG Existing Storm Sewer ---�— New Storm Sewer - -- Existing Sanitary Sewer New Sanitary Sewer - - Existing Contour Existing Elevation DAD Storm Structure Number Sanitary Structure Number —w w— Water Main Existing Trees Existing Gas Main Existing Telephone -- Existing Water Main -- Existing Overhead Utilities Emergency Flood Route z° N B( I °' \ gig �" 1 15 AC BILON *1U* 0.14 AC. \ r P S QQ ' \ A 0.6� . son st �4 N s� 'rrS THE LAW' PROJECT NO.: CALL 2 WORKING DAYS BEFORE YOU DIG co 1 -800 d OL � ASSUMED NORTH PER INDIANA STATE LAW IS -69 -1991. Q z WI IS AGAINST THE LAW 1b EXCAVATE WITHOUT NSERVICG THE ^/�A' r• If— oOf JIV IL f LOCATION SERVICE TWO (2) WORKING 2) WORKING w DAYS BEFORE COMMENCING WORK. z NOTE: ALL OPEN SPACE AREAS NOT LABELED AS "NATURAL OPEN SPACE" SHALL BE "DESIGNED OPEN SPACE" i ° I 0 O ° 0 3 1 Z 0 S LEI \ \ \ \ \\\\\\ \ \ \\ \ \111 JOHNp/ �P� �isrE q i 140.1VIVV357 �. STATE OF \�14.j DA 02/21/2005 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) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 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.: 02/21/2005 co DRAWN BY: d RAT � W Q z DRAWING FILES: � z XREF: R: \5K \5261 \001 \DWGS \pre1 w w� z d W � I' Q U UD Z O � w a z C:) � 6 Z W O z 0 co DATE: PROJECT NO.: 02/21/2005 5271.001 DRAWN BY: CHECKED BY: RAT MJD SHEET TITLE: OPEN SPACE PLAN DRAWING FILES: File: R: \5K \5261 \001 \DWGS \P106 -12 XREF: R: \5K \5261 \001 \DWGS \pre1 SHEET NO.: