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C101-EXISTING-CONDITIONS-&-DEMO-PLAN-Rev.0
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EROSION CONTROL SHALL BE IN PLACE PRIOR TO ANY SOIL DISTURBANCE, INCLUDING PAVEMENT REMOVAL. 2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES TO BE REMOVED, RELOCATED OR ABANDONED PRIOR TO COMMENCING DEMOLITION ACTIVITIES. 3. THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL, RELOCATION OR ABANDONMENT OF UTILITIES WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF EACH RESPECTIVE UTILITY. COSTS FOR DISCONNECTION, REMOVAL, AND/OR RELOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR EXECUTION OF THE WORK SHALL BE PAID BY THE CONTRACTOR. 4. NO OPEN BURNING SHALL BE PERMITTED ON THE SITE. 5. THE OWNER HAS FIRST SALVAGE RIGHTS ON ALL ITEMS REMOVED. IF OWNER FORFEITS RIGHTS, ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF-SITE UNLESS OTHERWISE SHOWN. 6. UNLESS SCHEDULED FOR DEMOLITION ON THE DRAWINGS, ALL TREES AND VEGETATION SHALL BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT. PROTECTIVE MEASURES SHALL INCLUDE INSTALLATION AND MAINTENANCE OF TREE PROTECTION FENCING TO BE LOCATED WHERE SHOWN AND AT THE DRIPLINE OF ALL TREES LOCATED WITHIN CLOSE PROXIMITY OF AREAS WHERE HEAVY EQUIPMENT WILL OPERATE. 7. A CLEAN, STRAIGHT EDGE SHALL BE SAWCUT BETWEEN ALL CONCRETE AND ASPHALT SURFACES SCHEDULED FOR DEMOLITION AND CONCRETE AND ASPHALT SURFACES TO REMAIN IN-PLACE. 8. TERMINAL ENDS OF UNDERGROUND UTILITIES ABANDONED IN-PLACE SHALL BE CUT, CAPPED AND PLUGGED. THE ENDS OF DISCONNECTED UNDERGROUND UTILITIES SHALL BE MARKED FOR FUTURE IDENTIFICATION WITH DETECTABLE LOCATOR TAPE OR A METAL ROD. 9. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION ELSEWHERE ON THE PROJECT SITE. 10. ALL FOUNDATIONS, SLABS, STRUCTURAL STEEL, MASONRY, SIDEWALKS, RETAINING WALLS, CURBS, APPARATUSES, ETC., WITHIN DESIGNATED FOR REMOVAL SHALL BE DEMOLISHED ACCORDING TO SPECIFICATIONS. ALL DEMOLITION WITHIN PROPOSED FOOTPRINT SHALL BE COORDINATED WITH THE BUILDING DRAWINGS. 11. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE ACCESS FOR PEDESTRIANS AND VEHICLE TRAFFIC. THE CONTRACTOR WILL MAINTAIN ALL UTILITY SERVICES TO ALL BUILDING SECTIONS. IF UTILITY SERVICES MUST BE INTERRUPTED, THE CONTRACTOR SHALL COORDINATE THAT SHUTDOWN TO MINIMIZE IMPACT TO THE BUILDING AND SCHOOL FACILITIES. COORDINATE SHUTDOWN AT LEAST ONE WEEK IN ADVANCE WITH BUSINESS, OWNER'S REPRESENTATIVE AND FACILITY MANAGER. 12. ALL EXISTING ON-SITE UTILITIES SHALL REMAIN UNLESS DESIGNATED FOR REMOVAL, OR UNLESS THEY INTERFERE WITH PROJECT CONSTRUCTION. CONTACT ENGINEER BEFORE REMOVING. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES TO REMAIN. 13. EXISTING MANHOLES, CATCH BASINS, CLEANOUTS, VALVE BOXES, FRAMES COVERS AND GRATES REMAINING IN USE SHALL BE PROTECTED AND ADJUSTED TO FINAL GRADES. 14. REMOVE EXISTING UTILITIES ONLY AFTER CRITICAL NEW SYSTEMS ARE IN PLACE AND OPERATIONAL (I.E. STORM DRAINAGE, SERVICES TO EXISTING STRUCTURES). IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE PROPER REMOVAL, INCLUDING SAFE SEQUENCING OF UTILITY REMOVAL. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES. 15. FOR ALL UTILITY LINES AND STRUCTURES DESIGNATED TO BE REMOVED, PLACE AND COMPACT STRUCTURAL BACKFILL WITHIN TRENCH/EXCAVATION. 16. SAWCUT INTEGRAL CURB & WALK AT NEAREST CONSTRUCTION JOINT WHEN ADJACENT INTEGRAL CURB & WALK IS TO REMAIN. 17. CONTRACTOR SHALL CUT CONCRETE AT NEAREST CONSTRUCTION JOINT. 18. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. REMOVE EXISTING SIDEWALK REMOVE EXISTING ASPHALT PAVEMENT REMOVE CONCRETE/BRICK PAVERS REMOVE TREE REMOVE SIGN (SALVAGE) REMOVE CAR BUMPER REMOVE CURB REMOVE FOUNTAIN - TO BE RELOCATED REMOVE FENCE REMOVE CANOPY REMOVE WALL TOMB OF UNNAMED CHILD TO BE RELOCATED BY OWNER REMOVE BOLLARDS REMOVE GREEN LID & IRRIGATION PIT REMOVE MECHANICAL EQUIPMENT & CONCRETE PAD - COORDINATE W/ OWNER REMOVE RAMP PRESERVE & PROTECT EXISTING STORM SEWER INLET & EXISTING PIPE THAT RUN INTO THE BUILDING TO AN EXISTING SUMP PUMP 2 3 DEMOLITION PLAN NOTES SCALE: 1" = 20' DEMOLITION PLAN LEGEND 4 5 6 7 8 9 10 11 EXISTING CONDITIONS & DEMO PLAN C101 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH12 13 14 15 1 1 1 1 16 1 1 17 1 1 REV 2 - OWNER & TAC COMMENTS 10/05/2021 1 12/13/21