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O II X FOR CONTINUATION SEE SHEET P111 AND P110 00� SCALE: 1 " =100' ASSUMED NORTH HOLEY MOLEY SAYS " DON'T DIG 'ITS 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. E � ` W W U-) z 0 F= Q z z �o J1.fJL V J1JJJ. \l6 - JL V Vr!/ LL • Vi z 0 w 001 1 ���JOHND /q V GtSTE( No.10100357 O STATE OF 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) II 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 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. �t- Cn 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR RAT MJD TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS Q z DRAWING FILES! PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE XREF: R: \5K \5261 \001 \DWGS \pre1 W THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE z OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CD SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND � THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS UD STARTED OR RESUMED. z 3. STANDARD SPECIFICATIONS FOR THE CITY OF NOBLESVILLE, INDIANA SHALL APPLY FOR ALL SANITARY AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES z W RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH EN SPACE AREAS NOT LABELED AS "NATURAL OPEN SPACE" CD GRANULAR MATERIAL. BE "DESIGNED OPEN SPACE" 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY �o co 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 Existing Storm Sewer 20' OR LESS. �— New Storm Sewer 8. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO Existing Sanitary Sewer BE CONSTRUCTED BY OTHERS. New Sanitary Sewer 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. Existing Contour 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE Existing Elevation PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A STANDARDS FOR WORKER SAFETY. 000 Storm Structure Number 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. Sanitary Structure Number 12. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES —w w— Water Main INTERCEPTED TO BE PERPETUATED INTO STORM SEWER Existing rees g SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY Existing Gas Main CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. Existing Telephone 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 85 PERCENT OF THE STANDARD DRY DENSITY (ASTM D -698). Existing Water Main FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT Existing Overhead Utilities LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY g (ASTM D -698). Emergency Flood Route 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. • Vi z 0 w 001 1 ���JOHND /q V GtSTE( No.10100357 O STATE OF 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) II 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 02/21/2005 �t- Cn DRAWN BY: CHECKED BY: RAT MJD W Q z DRAWING FILES! Z � XREF: R: \5K \5261 \001 \DWGS \pre1 W W z CD x � U UD z O a z W CD x z �o co DATE: PROJECT 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.: ipn�