WPC 2QB$R ZCourierw RomanCourierCourier BoldCourier Italic@`7@HP LaserJet 4HPLAS4.PRS 4d6X@7\*"P@lr5ddd,Oed6X@`7@s4ddd,鑡d `7r5ddd,d6Nhez7H6A6A6A6kI`w6wMw6wAw6`q````AAAkIkIkIkIwQw6w6```````wTwTwTddddddddddddddddddddddddddddddddddddddddNEssEX`AT`````6=`:=`:AATT`BBs``uEssErkkAT`:"`soh`kss`#|dBoldHPLAS4.PRS 4?f\  P6G;\*"P?P2#Zr0X  X` hp x (#%'0*,.8135@8:, Page,  s5  F ooter, B , E dit. Delete the "Project Name (ftr B)" text and replace it  s5 with the name of the project (bolded) . , until you arrive at the document text.d# ,D.Indicate clearly in the text or drawings what is to be demolished, salvaged, or removed, and any controls such as disposal sites or haul routes the Contractor is restricted to.d# ,E.Inspect the facility to be demolished for hazardous or toxic substances such as asbestos, PCB, or petroleum products. Add specification sections to the contract as appropriate.d#  s5  DRAWING DATA REQUIRED: Location and detail drawings as needed showing the extent of the demolition work and materials to be salvaged for the Government.  s4  REVISIONS OF THIS SECTION:  r5b  CSI format, editorial changes: 2/97 Metric: 2/97 Technical Update: 3/96 POINT OF CONTACT: Mary Anne Belding Phone: (303) 2369521 0*(( }yL s4 X` @ `@ !X` @ `@ !#d `7#`d#KSITE DEMOLITION Project Name (ftr B)` !d#T[3/97] .02220 }  b-SECTION 02220 ,SITE DEMOLITION PART 1: GENERAL 1.1 SUMMARYd# ,A.Section Includes: The removal and disposal of [drainage structures,] [pavements,] [pipelines,] [tanks,] [other obstructions,] [salvage of items,] and backfilling cavities left after removal is complete.d# ,B.Related Sections:d# ************************************************** DELETE EITHER 01009 OR 10101. EITHER SECTION 01300 OR 01410 MUST BE USED WHEN 01010 IS USED. ************************************************** ,General Information and Requirementsd#`Pd#MSection 01009 ,Summary of Workd#`Pd#MSection 01010 ,Submittalsd#`Pd#MSection 01300 ,Testing Laboratory Servicesd#`Pd#MSection 01410 ,Traffic Regulationd#`Pd#MSection 01570 ,Contract Closeoutd#`Pd#MSection 01700 1.2 SUBMITTALSd# ,A.General: Submittals shall be according to [Section 01009 General Information and Requirements.] [Section 01300 Submittals.] [Section 01700 Contract Closeout.]d# ,B.Drawings: Submit five copies of drawings showing the location of capped and plugged service lines. Drawings shall be prepared by and bear the stamp of a [registered [________________] engineer] [licensed architect.]d# ,C.Schedule: Submit five copies of a schedule indicating proposed methods and sequence of operations for demolition work prior to commencement of work. Include coordination for shutoff, capping, and continuation of utility services as required; and details for dust and noise control protection. Provide detailed sequence of removal work to ensure uninterrupted progress of Government's onsite operations.d# 1.3 PROJECT/SITE CONDITIONSd# ************************************************ INDICATE WORK LIMITS BY FLAGGING, MARKING, PAINTING, OR OTHER APPROPRIATE MEANS. ************************************************ ,A.Work Limits and Control Points: Will be [staked] [and] [established] by the Contracting Officer. d# ,B.Environmental Considerations: Prevent dust from becoming a nuisance to the public, to adjacent areas, and to other work being performed on or near the site. [Watering for dust control shall be at Contractor's expense.]d# $0*s's'ԌPART 2: PRODUCTS ,(There are no applicable requirements.)d#  PART 3: EXECUTION 3.1 EXAMINATIONd# ,A.Verification of Conditions: Visit the site and verify the extent and location of the demolition work required. Photograph existing damage to structure surfaces, equipment, or to surrounding properties which could be misconstrued as damage resulting from demolition work and give copies to the Contracting Officer prior to starting work.d# 3.2 PREPARATION:d# ,A.Landscape Preservation: Protect vegetation that is outside the work limits from injury.d# ,B.Protection: Protect existing buildings, facilities or utilities outside the work limits from damage. Damage shall be repaired or replaced at the Contractor's expense. Repair work shall not begin until authorized in writing by the Contracting Officer.d# ,C.Traffic Control: [Section 01570 Traffic Regulation.] [Bridges, culverts, and other drainage structures shall not be removed until arrangements to accommodate traffic have been made.] [Roadways shall not be closed or obstructed without written permission of the Contracting Officer.] [Operations shall be conducted with minimum interference to public or private roadways.]d# 3.3 DEMOLITIONd# ,A.General: Raze, remove and dispose of [drainage structures,] [pavements,] [pipelines,] [tanks,] and other obstructions shown on the drawings.d# ,B.Removal of Drainage Structures: [Dismantle bridges as specified. Match mark members.] Store salvaged material at locations designated by the Contracting Officer. Remove substructures of existing structures to the natural stream bottom. Remove parts outside of the stream 300 mm (1 ft) below natural ground surface. Where portions of existing structures lie within the limits for a new structure, remove them to accommodate the construction of the new structure.d# ,C.Removal of Concrete Surfaces or Structures: Noise levels above [90 db] or impact levels above [2700] joules ([2000] ft-lbs) must be approved in writing by the Contracting Officer. Break concrete into pieces [weighing a maximum of 68 kg (150 pounds) apiece,] [and stockpile for use as riprap.] [and dispose of offsite.]d# ,D.Pipe Removal and Capping (Other Than Pipe Culverts): Remove pipe without breaking or damaging. [Store new pipe to be laid at locations approved by the Contracting Officer.] [Pipelines to be removed to a point and capped shall be cut and capped in a manner] [approved in writing by the Contracting Officer.] [indicated on the drawings.]d# ,E.Removal of Pavement: Cut existing pavement [along the contraction/ construction joints as shown on the drawings.] [a distance not to%0*s's' exceed 3050 mm (10 feet) from the perimeter of the existing building.] Break into pieces [and use for riprap] [and dispose of offsite].d# ,F.Buried Tanks: [Pump out buried water tanks located outside the building.] [Remove tanks and service piping from site.] [Empty tank and clean by removing all liquids, dangerous vapor levels, and accumulated sludge. Determine if leaks from the tank have damaged the surrounding environment. When there is damage to the environment, notify the Contracting Officer and defer removal of the buried tank until the Contracting Officer issues written instructions to proceed.] [Fill water tanks with sand or fine gravel and cover with fill.]d# 3.4 EXPLOSIVES: d# ,A.Requirements: [Use of explosives will not be approved.] [Use of explosives shall be according to Section 02302 Explosives.] [Blasting shall be completed prior to placement of new structures.]d# 3.5 SALVAGE: d# ,A.Requirements: Shall be according to [Section 01009 General Information and Requirements.] [Section 01010 Summary of Work.]d# 3.6 DISPOSAL OF DEBRISd# ,A.Requirements: Items or debris not designated as salvage for the Government shall become the property of the Contractor. Remove and dispose of such materials from the site according to [Section 01009 General Information and Requirements.] [Section 01010 Summary of Work.]d# 3.7 BACKFILLINGd# ,A.General: Fill cavities caused as a result of demolition.d# ,B.Backfill Placement: Backfill materials shall be spread over the full width of the cross section of the cavity to a maximum loose thickness of 150 mm (6 inches), and shall be compacted as specified below before the next layer is spread. Use any type of compaction equipment except rubber-tired or smooth-steel-wheel rollers to obtain the required degree of compaction. The in-place materials shall be free of lenses, pockets, streaks, or layers of materials differing substantially in texture or gradation from the surrounding materials.d# ,C.Frozen Material: Embankment shall not be placed when either the material or the surface on which it is to be placed is frozen.d# 3.8 FIELD QUALITY CONTROLd# ***************************************************** DETERMINE WHETHER THE GOVERNMENT OR THE CONTRACTOR IS GOING TO PERFORM THE REQUIRED TESTING AND EDIT ACCORDINGLY. ***************************************************** ,A.Testing: [The Government will perform the required testing, recording, and distributing of the results.] [Conduct the performance and acceptance tests of the [__________________________________________________________].] [Furnish necessary equipment, labor, and materials to conduct the testing.] [Testing shall be conducted in the presence of the Contracting Officer who shall be given 48 hours notice before any test}&0*s's' is to be conducted.] [Make arrangements for a certified independent testing laboratory, according to the requirements of Section 01410 Testing Laboratory Services, to perform the required testing, recording, and distributing of the results.]d# ,B.Moisture Content: During placing and compacting of backfill, the optimum moisture content (-4 percent to +2 percent) as determined by AASHTO T 217 or AASHTO T 239, unless otherwise approved in writing by the Contracting Officer, shall be maintained by wetting or drying, as required.d# ,C.Compaction: The backfill shall be compacted to a minimum density of 95 percent of the maximum dry density as determined by AASHTO T 99, Method C.d# 3.9 CLEANUPd# ,A.Site Grading: Rough grade areas affected by demolition [and leave level to within 1 percent.] [maintaining grades and contours of site.]d#  PART 4: MEASUREMENT AND PAYMENT 4.1 METHOD OF MEASUREMENTd# ***************************************************** WHEN A "LUMP SUM" CONTRACT IS USED, DELETE THE TITLE PART 4: MEASUREMENT AND PAYMENT, AND BOTH ARTICLES FROM THIS SECTION. MEASUREMENT AND PAYMENT WILL BE ADDRESSED IN PART 4 OF SECTION 01009 GENERAL INFORMATION AND REQUIREMENTS OR SECTION 01010 SUMMARY OF WORK. WHEN NOT A "LUMP SUM" CONTRACT, SELECT APPLICABLE PHRASES; USE THE "NO MEASUREMENT" PHRASE WHEN NONE OF THE PAY ITEMS IN THIS SECTION ARE INCLUDED IN THE BID SCHEDULE. ***************************************************** ,A.Units: [The work described in this section will] [not be measured for payment.] [be measured and paid for] [on a lump sum basis.] [by the ton of material hauled away.] [Removal of drainage structures will be measured and paid for per unit price for each unit removed.] [Removal of concrete surfaces will be measured and paid for by the square meter (yard).] [Removal of pavement will be measured and paid for by the square meter (yard).] [Removal of existing pipe will be measured and paid for by the linear millimeter (foot) of pipe removed, measured along the centerline of the pipe.] [Removal of tanks will be measured and paid for per unit price for each tank removed, including service piping.]d# 4.2 BASIS OF PAYMENTd# ***************************************************** WHEN NOT A "LUMP SUM" CONTRACT, SELECT APPLICABLE PHRASES; USE THE "NO DIRECT PAYMENT" PHRASE WHEN NONE OF THE PAY ITEMS IN THIS SECTION ARE INCLUDED IN THE BID SCHEDULE. WHEN NOT A "LUMP SUM" CONTRACT AND PAYMENT IS TO BE MADE UNDER THIS SECTION, SELECT APPLICABLE PAY ITEMS. DO NOT CHANGE PAY ITEM NUMBER. ***************************************************** ,A.Payment: [No direct payment for the work described under this section will be made. Consideration for this item shall be included in the bid price for other items of the Contract.] [Prices and payment will be%0*s's' full compensation for the work described in this section. Payment will be made under:]d# ,Pay Item@ @  !&+Pay Unitd# ,02220(01) Demolitiond#pD d#RLump Sum ,02220(02) Demolitiond#p8"d#WTon ,02220(10) Removal of Drainage Structured#p!d#VEach ,02220(11) Removal of Drainage Structured#pd#BLinear millimeter (Foot) ,02220(20) Removal of Concrete Surfacesd#pd#GSquare Meter (Yard) ,02220(30) Removal of Pavementd#pd#GSquare Meter (Yard) ,02220(40) Removal of Existing Piped#pd#GLinear Meter (Foot) ,02220(50) Removal of Tanksd#p!d#VEach 0,END OF SECTION