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} • <br /> REMOVAL NOTES: <br /> IXISTINC S�EEEI.COLUMN ��usro�cnP REMOVAL SHALL ONLY BEGIN AFTER TANK IS EMPTIED OF WATER BY <br /> T0 R°'�^�" OWNER. SEE SPECIFICATIONS FOR CONSTRUCTION SCHEDULE. <br /> �'-e'�{ CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARILY SHORING UP THE <br /> r�wove c�Ncr� I WATER TOWER DURING CONSTRUCTION. CONTRACTOR SHALL SUBMIT A PLAN <br /> �'�� ���M� IX ��� SIGNED/REVIEWED BY A LICENSED ENGINEER TO TEMPORARILY SHORE UP <br /> REMOVE IX. SANDSTONE CAP THE COLUMNS PRIOR TO BEGINNING CONSTRUCTION. <br /> DEAD LOAD OF TOWER: 7,900 LBS <br /> a�� ��E� � WIND LOAD APPLIED TO BASE: f17,000 LBS <br /> TOTAL FACTORED DESIGN LOAD (1.2D+1.6W) = 36,680 LBS <br /> m <br /> ' BASE DESIGN WIND SPEED IS 90 MPH, REDUCED TO 68 MPH DURING <br /> � -�+�. A� '7 � CONSTRUCTION PER ASCE 37-02 "DESIGN LOADS ON STRUCTURES DURING <br /> "' CONSTRUCTION". <br /> ; <br /> % � i —r <br /> o CONTRACTOR IS LIMITED TO PERFORMING WORK ON A SINGLE CONCRETE <br /> � FOUNDATION AT A TIME, AT NO TIME SHALL MORE THAN A SINGLE <br /> FOUNDATION BE TEMPORARILY SHORED UP UNLESS DESCRIBED IN THE <br /> � j Ro�v�cro�cr� iNFlLL TEMPORARY SHORING PLAN. <br /> � �� BE7WEEN COLUMNS <br /> * / ;' /,, rx. c�o,czs I ACHEEVEHALBARE STEEL SUBSTRATE REMOVINGPALL�SMB ECISEVERE,T TO <br /> 3'-s• * °�• �l X s�x 3 DETERIORATION, PACK OR STRATIFIED RUSTING ON THE STEEL <br /> � /' ;/ <br /> q '� �,�� ��,� FOUNDATIONS. <br /> / iV �� <br /> AFTER SANDBLASTING IS COMPLEfED THE CONTRACTOR SHALL CONTACT <br /> '� ,' * z•t srwosroNE THE ENGINEER TO REVIEW THE CONDITION OF THE CLEANED STEEL FOR <br /> / / / o EISTING DWGOW�L CONNECIION °N� STRUCTURAL INTEGRITf PRIOR TO ANY REWORK BEING PERFORMED. <br /> � PU7E5 TO REMNN <br /> °��� CONCRETE REMOVAL LIMITS ARE APPROXIMATE BASED ON FlELD <br /> oc�snNc coNcr� <br /> 3•-3• INSPECTION. THE CONTRACTOR SHALL CONTACT THE ENGINEER IF THE <br /> FouNannoN CONCRETE BELOW THE REMOVAL LIMITS IS DETERIORATED. <br /> TO REAWN <br /> ��o"u�r�s. CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL <br /> �S(I N pNF��p f'DUNDATION SECTION A—A <br /> ACHIEVE END—OF—PROJECT RATES FOR SALVAGE/RECYCLING OF 75 <br /> Romv� �_��8.��w�HOR PERCENT BY WEIGHT OF TOTAL NON—HAZARDOUS SOLID WASTE GENERATED <br /> BOLT. DEPTH OF EMBEDMENT BY THE WORK. PRACTICE EFFICIENT WASTE MANAGEMENT IN THE USE OF <br /> u� oasnNc FouwwnoH a ur+Krrowr+. MATERIALS IN THE COURSE OF THE WORK. USE ALL REASONABLE MEANS <br /> CONCRETE FOORING REMOVAL ELEVATION ��°F���„� Fl� TO DNERT CONSTRUCTION AND DEMOLITION WASTE FROM LANDFILLS AND <br /> 4 THUS ��T' INCINERATORS. FACILITATE RECYCLING AND SALVAGE OF MATERIALS, <br /> INCLUDING DEMOLITION AND CONSTRUCTION WASTE. <br /> DEMOLITION WASTE INCLUDES ALL CONCRETE, STEEL, AND STONE BLOCKS, <br /> LJMRS OF SlWDBUSf CLFANING REMOVED FOR THE PURPOSES OF RECONSTRUCTING THE FOUNDATION. <br /> CONSTRUCTION WASTE INCLUDES ALL CONSTRUCTION PACKAGING, <br /> °�' C10i� TEMPORARY SUPPORTS, AND SANDBLASTING DETRITUS. <br /> . APPROXIMATE 11MR OF CONCRETE CONTRACTOR IS TO SUBMIT A WASTE REDUCTON PROGRESS REPORT <br /> i"FlLL e�r"�+ �u""" �a CONCURRENT WITH FINAL APPLICATION FOR PAYMENT. THE REPORT SHALL <br /> � y.� �� INCLUDE THE FOLLOWING: <br /> 1. MATERIAL CATEGORY <br /> a 14'�� �� 2. GENERATION POINT OF WASTE <br /> 3. TOTAL QUANTIIY OF WASTE IN TONS <br /> � 4. QUANTITY OF WASTE SALVAGED, BOTH ESTIMATED AND ACTUAL IN <br /> i' s�woeu�sr a.�s�s oF TONS. <br /> i� COWMN LEG WRHIN 5. QUANTITY OF WASTE RECYCLED, BOTH ESTIMATED AND ACTUAL IN <br /> AREA OF WORK. RDAOiVE <br /> Nl PAINf AND ANY RUSf �� TONS. <br /> PR��Na�� FlLL BE�WEEN COLUMNS 6. TOTAL QUANTITY OF WASTE RECOVERED (SALVAGED PLUS RECYCLED) <br /> IN TONS. <br /> 7. TOTAL QUANTITY OF WASTE RECOVERED (SALVAGED PLUS RECYCLED) <br /> �� AS A PERCENTAGE OF TOTAL WASTE. <br /> • a CONTRACTOR SHALL PROVIDE RECYCLING AND PROCESSING FACILITY AND <br /> � LANDFILL AND INCINERATOR DISPOSAL RECORDS INDICATING RECEIPT AND <br /> ACCEPTANCE OF RECYCLABLE WASTE. INCLUDING MANIFESTS, WEIGHT <br /> ,, <br /> TICKETS, RECEIPTS AND INVOICES UPON REQUEST BY ARCHITECT. <br /> EX. STEEL COLUMN <br /> I M�r eertify thN this pWi,sp�eNkadon,w rapoR DES: DRW: <br /> wnpr�paradAym�orunMrmydircetsup�rv4ionaM IMOConsuftingGroup ProjectNumber:P01002513 I ^ MHo M►ro <br /> 1hN I om a duy Liunsed PrMassb�wl EngM�r underthe 12701 Whitewater Drive Suite 100 . R E M O VA L �L/'1 N cHK: cwc: <br /> '°w'°'""�'°""�'�°". � Minnetonka,MN 55343 NOERENBERG WATER TOWER � � � <br /> Print � iMs H.Dup� r .....�Y Qf(:952-446-�89H SHEET: <br /> o Bi��o,s ►,� � ►� �.��,�K STRUCTURAL REPAIRS <br /> REV DATE BY CHK APP DESCRIPTION Dab: ����3 Liunal: q176 . Z OF S <br />