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HomeMy WebLinkAbout00-36 ADLS Fidelity Keystone Office Park Construction Plans - Site Demolition Plan - C101O Z r 1 R/ R/W 11"... 1 1 111111111 1 0 15 30 60 120 Sella 110 w 1 S89'55'00 "W SITE DEMOLITION PLAN N 89'55'00 "E 246.76' R/W 1 O v, Q DEMOLITION GENERAL NOTES: 1. REMOVAL OF EXISTING ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE MATERIAL. AREAS TO BE REMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON- ORGANIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. REPLACE ALL EXCAVATED AREAS TO BE PLANTED WITH A MINIMUM OF 6" OF APPROVED TOPSOIL. 2. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. ALL MATERIALS REMOVED FROM THE SITE BY THE GENERAL CONTRACTOR OR SUBCONTRACTOR SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY, AND OR LOCAL LAWS AND ORDINANCE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR SURVEY PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. 4, ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAVE JURISDICTION SO NOT TO CAUSE DAMAGE. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 7. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 8. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 9. ALL APPURTENANCES NOT DESIGNATED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN AND PAY FOR ALL FEDERAL, STATE, COUNTY, CITY, OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS OR HER EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL. STATE, COUNTY, CITY OR LOCAL AGENCIES. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD. DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 13. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. DEMOLITION KEY NOTES: REMOVE EXISTING PAVEMENT, SAW CUT PAVEMENT NEAT, CLEAN TRUE TO LINE ALONG PAVEMENT EDGE. REMOVE EXISTING TREE OR SHRUB. REMOVE EXISTING POST. REMOVE EXISTING CURB. QE RELOCATE EXISTING ELECTRICAL TRANSFORMER. LEGEND: DEMOLITION (GENERAL) EXISTING CONCRETE CURB PROPERTY LINE RIGHT -OF -WAY LINE SETBACK LINE EASEMENT LINE STREET CENTER LINE CONSTRUCTION LIMIT LINE REMOVE EXISTING TREE OR SHRUB 'DON'T DIG BLIND' 'IT'S Tit LAW' IOW UNINGROLND IROICCTICO 'MCC IC. Cali 1 -800- 382 -5544 2 Working Days Before You Dig. CSOArchitects Engineers &Interiors 9100 Keystone Crossing Suite 200 Indianapolis, Indian 46240 317.848.7800 FAX 317.574.0957 ArdNtectve Engneerng Land Planing Historic Architecture Landscape ArdWechre interior Design Space Planing OCopynght 1995 scope M. 09 'at .e D ra d., a IM b.b.9, an..l a n +.m+ Th Cy o ib Y (me 4, v ,.1. .<.M.a ere I„.v �...w ak e t.. Revisions Date 01/19/00 Drawn By ACH Checked By DBH CARMEL DRP CARMEL, IN 11 certned By Cortland By -z B. 910023 STATE ,DANA' TONAL 3 HO N0. j OF f I s V-- 0. Sheet No. C101 2 Of 10 sheets Fie No. 99427 O Z r 1 R/ R/W 11"... 1 1 111111111 1 0 15 30 60 120 Sella 110 w 1 S89'55'00 "W SITE DEMOLITION PLAN N 89'55'00 "E 246.76' R/W 1 O v, Q DEMOLITION GENERAL NOTES: 1. REMOVAL OF EXISTING ASPHALT PAVEMENT INDICATED ON PLANS SHALL INCLUDE ALL AGGREGATE BASE MATERIAL. AREAS TO BE REMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO LINE. REMOVE ALL NON- ORGANIC MATTER THAT WOULD INTERFERE WITH PROPOSED PLANT MATERIAL. REPLACE ALL EXCAVATED AREAS TO BE PLANTED WITH A MINIMUM OF 6" OF APPROVED TOPSOIL. 2. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS. ALL MATERIALS REMOVED FROM THE SITE BY THE GENERAL CONTRACTOR OR SUBCONTRACTOR SHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL, STATE, COUNTY, CITY, AND OR LOCAL LAWS AND ORDINANCE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CON- STRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS OR SURVEY PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL CONTACT THE A/E IMMEDIATELY. 4, ALL CONTRACTORS BUT NOT LIMITED TO THE EXCAVATING CONTRACTOR OR CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONS OF ALL THE EXISTING UTILITIES ARE THE CONTRACTORS RESPONS- IBILTY AND MUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANY OR BY A PRIVATE UNDERGROUND UTILITY LOCATION COMPANY PRIOR TO THE START OF EXCAVATING. VERIFY MINIMUM COVER REQUIREMENTS BY THE UTILITY CONTRACTOR OR CONTRACTORS OR AGENCIES WHICHEVER UTILITY COMPANIES OR AGENCIES THAT HAVE JURISDICTION SO NOT TO CAUSE DAMAGE. 5. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BEFORE CONSTRUCTION IS TO START TO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS, LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION. 6. TRENCHES FOR ALL UTILITIES SHALL BE BACKFILLED COM- PLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE A /E. SEE THE APPROPRIATE DETAILS AND SPECIFICATIONS FOR THE APPROVED MATERIALS. 7. HEAVY CONSTRUCTION AND EQUIPMENT TRAFFIC MAY CREATE PUMPING AND GENERAL DETERIORATION OF THE SHALLOWER SOILS IF EXCESS SURFACE WATER IS PRESENT. PROPER PRECAUTIONARY STEPS MUST BE TAKEN DURING THE ENTIRE CONSTRUCTION SCHEDULE TO ALLEVIATE SUCH DAMAGE. 8. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 9. ALL APPURTENANCES NOT DESIGNATED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED, RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALL DAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINAL CONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN AND PAY FOR ALL FEDERAL, STATE, COUNTY, CITY, OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS OR HER EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL. STATE, COUNTY, CITY OR LOCAL AGENCIES. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD. DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ONTO OTHER SITES, RIGHT OF WAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 13. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THIS SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, IMPLIED OR NOT INDICATED ON THESE PLANS. DEMOLITION KEY NOTES: REMOVE EXISTING PAVEMENT, SAW CUT PAVEMENT NEAT, CLEAN TRUE TO LINE ALONG PAVEMENT EDGE. REMOVE EXISTING TREE OR SHRUB. REMOVE EXISTING POST. REMOVE EXISTING CURB. QE RELOCATE EXISTING ELECTRICAL TRANSFORMER. LEGEND: DEMOLITION (GENERAL) EXISTING CONCRETE CURB PROPERTY LINE RIGHT -OF -WAY LINE SETBACK LINE EASEMENT LINE STREET CENTER LINE CONSTRUCTION LIMIT LINE REMOVE EXISTING TREE OR SHRUB 'DON'T DIG BLIND' 'IT'S Tit LAW' IOW UNINGROLND IROICCTICO 'MCC IC. Cali 1 -800- 382 -5544 2 Working Days Before You Dig.