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HomeMy WebLinkAboutR-422201N N O 0 W 0 p W l) CW G 0 Know whaft below. Call before you dig. mil\ �O �\ �OHE__ OHE I� \QHE— -OHEOHEOHE OHEOHE - OH E— OH E— OH E— OH E— OH E �ryF\ OHF \OH F f\OHF °HF\oNe\ 00�� \°yF \ 0yf\ F �OHf �OHF �OyF F� �OyF �OHF �°Hf �OyF°HF �OHf e.. I / / / / / �0yf �OyF OF � OyFryF\ OyFy\ 0yF OHf 0/yF �O_�_Z,He OyF .Oyf \OyF� Oyf OyF� Oy Oy F\OyFyF�Of / OHF °HF °HF / \ °HF< OHf� OHF� OHf\ON,, Oi HF\ 0Hf\ 0H, E 0Hf 0Hf 0yF 1 BULLETIN #1 LR 8/22/22 DZ 2 BULLETIN #2 LR 9/30/22 DZ 3 BULLETIN #3 LR 10/25/22 DZ ROW — AS—BUILTS LR 4/28/23 DZ NO. REVISION BY DATE APPR DEMOLITION LEGEND: SAWCUT AND REMOVE EXISTING PAVEMENT, LANDSCAPE, AND OTHER IMPROVEMENTS, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITIES TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. ...... EXISTING UTILITY TO BE REMOVED. DEMOLITION NOTES: OSAWCUT AND REMOVE EXISTING PAVEMENT, FENCING, AND STRUCTURES, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITIES TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. OSANDBLAST TO REMOVE EXITING STRIPING. WATER LINE TO BE REMOVED AND EXISTING STUBS TO BE OEXISTING CAPPED. FIRE HYDRANT TO BE REMOVED AND SALVAGED TO THE CITY OEXISTING OF RENTON. EXISTING STORM DRAIN LINE AND MANHOLE TO BE VERIFIED AND 5 ABANDONED IN PLACE. CONTRACTOR TO CUT INTO PIPE IF NECESSARY. OEXISTING GREASE INTERCEPTOR AND SAND/OIL SEPARATOR TO BE REMOVED PER CITY STANDARDS. INFILL PER STRUCTURAL PLANS. O7 EXISTING GREASE INTERCEPTOR TO REMAIN. OEXISTING DOMESTIC 2" DCVA TO BE REMOVED. OEXISTING COMMUNICATION LINE TO BE UNDERGROUNDED. EXISTING POWER POLES AND POWER LINES UNDERGROUNDING TO BE 10 DEFERRED. 11 EXISTING CURB AND GUTTER TO REMAIN. EXISTING BUS SHELTER TO BE REMOVED AND RELOCATED. SEE SHEET 12 R 1.0. DEMOLITION LEGEND: 1. CONTRACTOR SHALL REPLACE AND/OR REPAIR ALL DAMAGES AFFECTED BY CONSTRUCTION AND/OR REMOVAL OF EXISTING ADJACENT OFFSITE IMPROVEMENTS, INCLUDING WET OR DRY UTILITIES, TO THE SATISFACTION OF THE CITY. 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE GEOTECHNICAL ENGINEER AND THE MOST CURRENT GEOTECHNICAL REPORT PRIOR TO DEMOLITION ACTIVITIES. 3. THE CONTRACTOR SHALL BE REQUIRED TO VISIT SITE PRIOR TO PRE BID MEETING TO FAMILIARIZE THEMSELVES WITH DEMOLITION, GRADING, ETC. AND IMPROVEMENTS. 4. CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED HEREIN THAT CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY TO DETERMINE ANY ITEMS NOT SHOWN ON THE PLANS THAT MUST BE REMOVED. FAILURE TO DO SO DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY AND COST FOR REMOVING ITEMS REQUIRED. 5. CONTRACTOR IS RESPONSIBLE FOR REVIEWING (IF APPLICABLE) ALL KNOWN ENVIRONMENTAL INVESTIGATION STUDIES AND REPORTS PRIOR TO BIDDING. REPORTS ARE INCLUDED IN PROJECT SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH ENVIRONMENTAL ENGINEER ON EXACT AREAS OF CONTAMINATION IF ANY. 6. CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO LOCAL REQUIREMENTS. 7. CONTRACTOR WILL REMOVE AND PROPERLY DISPOSE OF ALL PLANTS, TREES, AND VEGETATION EXCEPT AS NOTED. 8. DEMOLITION CONTRACTOR TO SUBMIT TRUCK ROUTE, SCHEDULE OF DEMOLITION, TRAFFIC CONTROL PLAN, METHOD OF DEMOLITION, AND DUST AND NOISE CONTROL MEASURES, AS REQUIRED, TO OBTAIN EXCAVATION PERMIT. 9. CONTRACTOR TO REMOVE ANY EXISTING CONCRETE SLABS, WALLS, FLOORS, AND FOOTINGS IN THEIR ENTIRETY. 10. ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE IS EXPECTED TO BE REMOVED FROM SITE. 11. CONTRACTOR TO INSTALL SECURITY FENCE SURROUNDING PROPERTY DURING DEMOLITION WORK. 12. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE DUST NUISANCE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM FAILURE TO FOLLOW CITY GUIDE LINES. 13. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES UPON THE REMOVAL OF UTILITIES IN ADVANCE OF DEMOLITION CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE OF AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. 14. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT OF WAY THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DOCUMENT PRIOR DAMAGES. 15. IF ARCHAEOLOGIST MATERIALS ARE UNCOVERED DURING GRADING, TRENCHING OR OTHER EXCAVATION, EARTHWORK WITHIN 100 FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF PROFESSIONAL ARCHAEOLOGY (SPOA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND SUGGEST APPROPRIATE MITIGATION MEASURES, IF THEY ARE DEEMED NECESSARY. 16. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT SERVICES, ETC. NECESSARY AND INCIDENTAL FOR THE COMPLETION OF ALL DEMOLITION AND CLEARING WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 17. ALL ON —SITE AND OFFSITE WORK INCLUDED CONSISTS OF BUT IS NOT LIMITED TO THE FOLLOWING: 17.1. DEMOLITION AND REMOVAL OF EXISTING BUILDINGS AND STRUCTURES. (INCLUDING FOUNDATIONS) 17.2. REMOVAL OF EXISTING SIDEWALKS, DRIVES, CURBS, PAVEMENT, RETAINING WALLS, ETC. 17.3. REMOVAL OR CAPPING OFF OF EXISTING UTILITIES, UNDERGROUND STRUCTURES, SEPTIC TANKS, DISPOSAL FIELDS, ETC. 17.4. CLEARING SITE OF TREES, BRUSH, DEBRIS, ETC. 17.5. UTILITY LINES SHALL BE EXCAVATED, REMOVED, AND BACKFILLED WITH ENGINEERED BACKFILL. 17.6. REMOVAL OF OVERHEAD POWER LINES. CONTACT ELECTRICAL COMPANIES BEFORE DOING ANY WORK. 17.7. REMOVAL OF ALL EXISTING NON —USABLE MATERIAL PER SOIL REPORT RECOMMENDATION. 17.8. UNDERGROUND FACILITIES ARE NOT DEPICTED ON THIS PLAN. CONTRACTOR IS RESPONSIBLE FOR ALL. RECORD DRAWINGS 'HIS RECORD DRAWING HAS BEEN PREPARED BASED ON INFORMATIOI 'ROVIDED BY THE GENERAL CONTRACTOR AND ENGINEER OF RECORD p,_A N M LARS ANDERSEN & ASSOCIATES, INC. � pF WA sh��� CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 0 ` N�o�� 4694 WEST JACQUELYN AVENUE - FRESNO CALIFORNIA 93722 N TEL: 559 27 -2790 FAX: 559 276-0850 WWW.LARSANDERSEN.COM '> f Tl /STE \� 4/28/2023 S FSS�ONAL- SCOTT A. MOMMER RCE 56573 DATE: APEX � m CITY 0 F 1"=80' LR RENTON LR ow mm I DATUM DZ AT � 80E Planning/Building/Public Works Dept. FN DZ R-422201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HOME DEPOT CIVIL CONSTRUCTION PERMIT DEMOLITION PLAN oast 10/12/2022 D1.0 5 °F' 55 00 M O C) N N u H H N Q J 0 O O N I- 0 a_ W 0 W 2 0