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HomeMy WebLinkAbout05020009.21. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR 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 STARTED OR RESUMED. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 4, SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 5. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK. 6. 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. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. 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 THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION 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. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 'ALL SITE WORK TO BE UMITE6 TO THIS AREA 4. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 100 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). CONCRETE WALK CONCRETE CURB AND WALK s o. 1-1/2" R 0 °p 0 °p 0 °p 0° 0 °0 0 °p o 0 ° PAVEMENT °°o 0 0 0 0 0 0 0 �0�0 �0 0 °0 v o D o 0 0 o O 0 0 0 0 0 °p °O 0 °O °!7 0o -, `— 6" CONCRETE PAVEMNT \_6" GRANULAR FILL (MIN.) • PREPARED SUBGRADE PER INDOT No. 201 CONCRETE PAVEMENT SECTION �J J V, CDC)�__ Lb U ASSUMED NORTH SCALE: 1 °=30' 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. 30 0 15 30 60 GRAPHIC SCALE 1"=30' M, Mimi M A MO I Mw 0 6' Thick Concrete Paving 0 Remove Walk to Nearest Joint 0 Relocate Existing Tree (Coordinate w/ Owner) Q New 4" Concrete Walk 0 Proposed Location a Existing Tree To Be Relocated r V' - I The accuracy of any flood hazard data shown on this report is subject to uncertainty map scale uncertainty and to any other ZONED B2 un rtainty in location or elevation ' ZO on the referenced Flood Insurance Rate Map. The within described trac t of land lies within Flood Hazard Zone X (unshaded) as said tract plots by ZONED B2 - scale on Community Panel Number 18057CO209F the Flood Insurance Rate Maps for Hamilton County, Indiana (maps dated February 19, 2003). z O 5 w \\`\`\\\X �R iT n►nuii PE19500260 STATE OF DIA S S/ O N A 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. (2.005) f%7o $ Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 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 0.: 02/01/05 2903.00 DRAWN BY: CHECKED BY: GJD Q z � SITE /GRADING w DRAWING FILES: S: \Proposals \2005 \6125 Elec Evol \dwgs \tscbase.d E- W ►%o' o ` w U Ln Lo � � w LO LO DATE: PROJECT 0.: 02/01/05 2903.00 DRAWN BY: CHECKED BY: GJD CPM SHEET TITLE: SITE /GRADING PLAN DRAWING FILES: S: \Proposals \2005 \6125 Elec Evol \dwgs \tscbase.d SHEET NO.: (��