"UMTRAP Rifle,CO RFL-PH-1 Subcontract Documents Final Design ...

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UNITED STATES DEPARTMENT OF ENERGY lAlbuquerque, New Mexico |

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) Uranium Mill Tallings |; Remedial Action Project |

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i Rifle, Colorado |i :

RFL-PH-1 i<

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! Subcontract Documents| Final Design for ConstructionI !

| Bid Schedule (! Special Conditions || Specifications !

Subcontract Drawings| |

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| August 1988i

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g,R,lSg;gDSEN ENGINEERS. INC.!,

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NOTICE OF LIMITED DISTRIBUTION

THIS DRAFT DOCUMENT IS PART OF THE DELIBERATIVE PROCESS OF THE

U.S. DEPARTMENT OF ENERGY (DOE) IN ITS DECIGION-MAKING FUNCTION

UNDER THE URANIUM MILL TAILINGS RADIATION CONTROL ACT OF 1978,

THE NATIONAL ENVIRONMENTAL POLICY ACT, AND OTHER APPLICABLE LAW.

IT IS PROVIDED TO THE RECIPIENT PARTICIPATING FEDERAL OR STATE

AGENCY OR INDIAN TRIBE WITH THE EXPRESS UNDERSTANDING THAT IT IS

ONLY TO BE USED FOR THE PURPOSE OF PROVIDING THC DOE WITH INPUT

TO SUCH DECISION-MAKING PROCESS. THE RECIPIENT PARTICIPATING

FEDERAL OR STATE AGENCY EXPRESSLY AGREES TO LIMIT DISTRIBUTION

OF THIS DOCUMENT T0 THOSE EMPLOYEES WHO WILL PROVIDE INPUT TO

THE DOE.

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UMTRA PROJECT - RIFLE, COLORADO

PHASE I CONSTRUCTION SUBCONTRACT

SUBCONTRACT DOC,UMENTS RFL-PH-I

FINAL DESIGN FOR CONSTRUCTION

AUGUST 1988

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UMTRA PROJECT

PHASE I CONSTRUCTION SUBCONTRACT

SUBCONTRACT DOCUMENTS RFL-PH-I

RIFLE, COLORADO

CONTENTS

BIDDING REQUIREMENTS

Section 00310, Rev. (2)* - Bid Schedule

TERMS AND CONDITIONS

Section 00800, Rev. (1)* - Special Conditions

SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

Section 01010, Rev. (1)* - Summary of Work01019, Rev. 1 - Mobilization01025, Rev. (1]* - Measurement and Payment01052, Rev. (1)* - Layout of Work and Surveys01300, Rev. 1 - Submittals01500, Rev. (1)* - Temporary Facilities

DIVISION 2 - SITEWORK

Section 02050, Rev. (2)* - Demolition02060, Rev. (1)* - Existing Utilities02081, Rev. (2)* - Asbestos, Hazardous and

Non-Hazardous Waste02090, Rev. (1)* - Sealing Abandoned Wells02110, Rev. 0 - Site Clearing02141, Rev. (1)* - Dewatering and Drainage02200, Rev. (1)* - Earthwork02500, Rev. (1)* - Paving and Surfacing02612, Rev. (1)* - Concrete Pipe02613, Rev. 0 - Cortugated Steel Pipe02618, Rev. 0 - Steel Pipe Casing02771, Rev. (2)* - Membrane Liner02800, Rev. 0 - Road Signs02832, Rev. (1)* - Chain Link Fence and Gates02833, Rev. 0 - Woven Wire Fence02935, Rev. [1]* - Seeding

DIVISION 3 - CONCRETE

Section 03000, Rev. (1)* - Concrete Work

* P.I.D. 06-S-03

Document No. 5025-RFL-S-01-00165-04Issued for Construction-Revision 2

Contents 4196SRFL-PH-I -1- 081668

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SUBCONTRACT DRAWINGS

Drawing No. Title

General

RFL-GE-10-0601, Rev. O Title Sheet

RFL-GE-10-0602, Rev. 2 Vicinity Map, Site Map, and Listof Drawings (Standard Legends)

RFL-GE-10-0603, Rev. O fencing and Gate Details

Old Rifle Processing Site

RFL-PS-10-0604, Rev. 1 Site Plan, With Property DoundaryRFL-PS-10-0605, Rev. O Construction Facilities and Site

Drainage

RFL-PS-10-0606, Rev. O Temporary Site Drainage (Sheet 1of 3)

RPL-PS-10-0607, Rev. 0 'i?.?porary Site Drainage (Sneet 2of 3)

RFL-PS-10-0608, Rev. O Temporary Site Drainage (Sheet 3of 3)

RFL-PS-10-0609, Rev. O Accest Control and Staging Areas(Sheet 1 of 3) '

RFL-PS-10-0610, Rev. O Access Control and Staging Areas(Sheet 2 of 3)

RFL-PS-10-0611, Rev. O Access Control and Staging Areas(Sheet 3 of 3)

RFL-PS-10-0612, Rev. 0 Demolition Plan

New Rifle Processing Site

RFL-PS-10-0613, Rev. (1)* Site Plan, With Property BoundaryRFL-PS-10-0614, Rev. (1)* Construction Facilities

* P.I.D. 06-S-03



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SUBCONTRACT DRAWINGS (Cont'd.)

Drawing No. Title

RFL-PS-10-0615, Rev. [2]* Temporary Site Drainage(Sheet 1 of 2)

RFL-PS-10-0616, Rev. [2)* Temporary Site Drainage(Sheet 2 of 2)

RFL-PS-10-0617, Rev. 2 Access Control and StagingAreas (Sheet 1 of 2)

RFL-PS-10-0618, Rev. O Access Control and StagingAreas (Sheet 2 of 2)

RFL-PS-10-0619, Rev. O Demolition Plan

RFL-PS-10-0620, Rev. 0 Utility Reme":' Plan

RFL-PS-10-0621, Rev. 0 Highway Access Plan andProfile

END OF TABLE OF CONTENTS

* P.I.D. 06-5-03|

Document No. 5025-RFL-S-01-00165-04Issuea for Construction-Revision 2


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Bid Schedule

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SECTION 00310

BID SCHEDULE

Name of Bidder Date,

Following are the prices bid for completion of the Work as requiredby the Succontract Documents:

Item Spec. Approx. UnitNo. Section Description ** Unit Quantity Price Amount

000 - MOBILI:ATION

001 01019 Mobilization L.S. 1004 N/A

002 SC-21 Payment for (Sid)*Bond Premium L.S. 1004 N/A

200 - SITE PREPARATION

201 01500 Temporary Offices L.S. 100% N/A

202 01500 Temporary Roads andParking Areas L.S. 1004 N/A

203 01500 Janitorial and SnowRemoval Services L.S. 100% N/A

204 01500 Temporary SanitaryFacilities L.S. 1004 N/A

205 01500 Temporary ElectricPower L.S. 1004 N/A

206 01500 Temporary Water L.S. 1004 N/A__

207 02090 Scaling of AbandonedWells L.F. 306

206 02200 Excavation for Waste-water Retention Basins C Y. [2,620]*

209 02200 Excavation for DrainageDitches at Processingsites c.Y. (7,100l*

* P.I.D. 06-S-03


Bid Schedule 4197SRFL-PH-I 00310 - 1 0809ddl

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210 02200 Excavation of Uncontami-nated Materials for Ac-cess Roads and Turnouts C.Y. 65

211 02200 (Contaminated)* Fill forwastewater RetentionBasin and TreatmentPlant Pads.at Process-ing Sites C.Y. (41,460]*

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212 02200 (Uncontaminated)* Fillfor Access Roads andTurnouts C.Y. 18,120

213 02200 (Contaminated]* Fill forurainage Ditenes atProcessing Sites C.Y. (57,610]*

214 02500 Aggregate Surface Mate-rials for Access Roads C.Y. 980

215 02500 Aggregate Base Materialsfor Access Roads andTurnouts C.Y. 135

216 02500 Aggregate Subbase Mate-rials for Access Roadsand Turnouts, Class 1 C.Y. 84

217 02500 Asphaltic ConcretePavement for AccessRoads and Turnouts Tons 490

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218 02612 Furnish and Install36-inch Diameter RCP L.F. 410 ,

219 02612 Furnish and InstallTrashrack tach 1

220 02612 Furnish and Install|Flap Gate Each 1 |

221 (02613)* Furnish and Install24-inch Diameter CSP L.F. 46

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* P.I.D. 06-S-03

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Document No. 5025-RFL-S-01-00166-04 j!ssued for Construction-Revision 2

Bid Schedule 4197S lRFL-PH-I 00310 - 2 080944

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222 02670 Furnish and Install48-inch Diameter SteelPipe Casing UnderRailroad L.F. 50

223 02771 Furnish and InstallMembrane Liner S.Y. [42,790]*

224 02800 Relocate Existing Stopsigns Each 1

225 02800 Furnish and Install No-Parking and Stop Signs Each 5

300 - DEMOLITION

301 02050 Demolition of ExistingStructures and Pacilitiesat New Rifle Site andStockpiling inDesignated Area L.S. 100% N/A

302 02050 Demolition of ExistingStructures and Facilitiesat Old Rifle Site andStockpiling inDesignated Area L.S. 100% N/A

303 02060 Removal, Demolition andAbandonment of ExistingUtilities at the NewRifle Site L.S. 106% N/A

304 02060 Removal, Demolition andAbandonment of ExistingUtilities at the OldRifle Site L.S. 100% N/A

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305 02081 Removal and Stockpilingof Asbestos and Non-Hazardous WasteMaterials L.S. 100% N/A

* P.I.D. 06-S-03


Bid Schedule 4197SRFL-PH-I 00310 - 3 080988

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(306 02081 Identification andCharacterization ofSuspected HazardousWaste Materials L.S. 100% N/A ]*

400 - TAILINGS PILE

401 02200 Excavation of Conta-minated Materials fromAccess Control Areas C.Y. 4,200

402 02200 Excavation of Contami-nated Materials (from]*Access Roads and Turnouts C.Y. 31,150

600 - EROSION PROTECTION

601 02200 Furnish and InstallErosion ProtectionMaterials, Type A C Y. [30]*

(602 02200 Furnish and InstallErosion ProtectionMaterials, Type B C.Y. 45 ]*

(603]* 02935 Seeding Acre 2.85

700 - DECONTAMINATION

701 01500 Decontamination Wash-water Recycling System (s)at New Rifle Site L.S. 100% N/A

702 01500 Decontamination Wash-water Recycling System (s)at Old Rifle Site L.S. 100% N/A

703 02500 Aggregate Surface Mate-rials for Access Controland Staging Areas C.Y. 810

* P.I.D. 06-S-03


i Bid Schedule 4197SRFL-PH-I 00310 - 4 080988

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Item Spec. Approx. UnirNo. Section Description ** Unit Quantity Price Amount

704 02500 Aggregate Subbase Mate-rials for Access ControlAreas and Road Withinthe Site, Class 2 C.Y. 11,400

900 - FENCING

901 02832 Chain Link Fence L.F. 540

902 02832 Furnish and InstallChain Link Gates, 3-Foot Long x 6-foot High Each 1

903 02832 Furnish and Installchain Link Gates, 15-Foot Long x 6-Foot High Each 2

904 02832 Furnish and InstallChain Link Gates, 20-Foot Long x 6-Foot High Each 4

905 02832 Repair Existing ChainLink Fence L.S. 100% N/A

906 02833 Woven Wire Fence L.F. 10,285

1000 - WASTEWATER TREATMENT PLANT PAD

1001 02500 Aggregate Base Materialfor Wastewater TreatmentPlant Pads C.Y. 184

1002 02500 Aggregate Subbase Mate-rial for Wastewater Treat-ment Plant Pads, Class 2 C.Y. 580

TOTAL (SUBCONTRACT PRICE) $

** For complete description of a Bid Item and measurement and payment1 provisions, see Part 4 of the Specification Section cited.

END OF SECTION 00310


Bid Schedule 4197S| RFL-PH-I 00310 - 5 060988|

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Special Conditions

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SECTION 00800

SPECIAL CONDITIONS

TABLE OF CONTENTS

ARTICLE TITLE

SC-1 DEFINITIONSSC-2 HOLIDAYS

SC-3 CONSTRUCTION RESTRAINTSSC-4 SITE LOCATION AND ACCESSSC-5 COORDINATION OF WORKSC-6 LABOR, MATERI ALS, EQUIPMENT AND TEMPORARY FACILITIESSC-7 CLEANUP AND WASTE DISPOSALSC-8 CONSTRUCTION HEALTH AND SAFETYSC-9 HEALTH PHYSICSSC-10 SUBMITTALS

SC-11 QUALITY ASSURANCESC-12 PERMITS

SC-13 ROAD CONSTRUCTION AND TRAFFIC CONTROL INCLUDING HAULROAD AND PUBLIC ROAD

SC-14 ENVIRONMENTAL PROTECTIONSC-15 SUBCONTRACTOR LABOR AND EQUIPMENT RATESSC-16 MODIFICATION PROPOSALS PRICE BREAKDOWNSC-17 VARIATIONS IN QUANTITIESSC-18 LAWS AND REGULATIONSSC-19 FUNDING LIMITATIONSSC-20 CERTIFIED PAYROLLSSC-21 SUBCONTRACTOR'S LIABILITYSC-22 COLORADO SALES AND USE TAXSC-23 MEASUREMENT AND PAYMENT

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Document No. 5025-RFL-S-01-00167-03,

i Issued for Construction-Revision 1'

Special Conditions 4198SRFL-PH-I 00800 - 1 080988l

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SC-1 DEFINITIONS

A. Wherever used in the Subcontract Documents the followingterms have the meanings indicated wnich are applicable toboth the singular and plural thereof:1. Access Control Area Access control area shall in--

clude the areas occupied by and in the immediatevicinity of administration facilities including, butnot limited to, Contractor's and Subcontractor's of-fice trailers, access control trailer, sanitrryfacilities, decontamination pad and its contaminatedwater collection sump, equipment and materials lay-down and storage area, employee and service vehicleparking area, roadway connecting vehicular gate todecontamination pad.

2. Addenda Written and/or graphic instruments issued-

prior to openitg of Bids which clarify, correct orchange the bidding documents.

3. Bid - The offer or proposal of the bidder submittedon the prescribed form setting forth the prices forthe Work to be performed.

4. Bonds - Bid, performance and payment bonds.5. Construction Facilities Construction facilities-

shall include construction of temporary featuresrequired during construction phase of the permanentfacilities. These features shall include, but not belimited to, the following: Design, construction,operation, and maintenance of a contaminated watercollection and disposal system consisting of decon-tamination pads (but excluding the decontaminationwashwater recycling system specified in Section01500), temporary drainage ditches, pipes, sumps,pumps, retention basins, pad for wastewater treatmentplant, etc.; design, construction, operation andmaintenance of uncontaminated water collection anddisposal system consisting of temporary drainageditches, pipes, sumps, pumps, detention ponds ifrequired, etc.; construction of water supply facili-ties; removal of asbestos; demolition of existingbuildings and structures; removal and stockpiling ofasbestos and other identified hazardous waste mate-rials; removal, demolition and abandonment of exist-ing utilities; sealing of abandoned wells; earthworkrelated to these temporary features; and furnishing,installing, maintaining, and removing of fences.

Document No. 5025-RFL-S-01-00167-03' Issued for Construction-Revision 1

Special Conditions 4198SRFL-PH-I 00800 - 2 0d0988

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6. Contaminated Materials - Tailings and other materialshaving radioactive contamination levels greater thanspecified in the applicable US Environmental Protec-tion Agency Standards. Contamination levels shall beas determined by the Contractor. These standards arepresented in the Federal Register, January 5, 1983,Section 192.12: "Standards for Remedial Actions atInactive Uranium Processing Sites".

7 Controlled Area See Section SC-9, Paragraph'A.7 of-

the Special Conditions.

8. General Requirements Division 1 of the Specifica--

tions.

9. Lower-Tier Subcontractor /Other Subcontractor:a. Lower-tier Succontractor An individual firm or-

corporation having a direct contract with theSubcontractor.

b. Other Subcontractor An individual firm or-

corporation (other than the Subcontractor) havinga direct contract with the Contractor for otherwork on the Project.

10. Notice of Award - The written notice by Contractor tothe apparent successful bidder stating that upon com-pliance by the apparent successful bidder with theconditions precedent enumerated therein, within thetime specified, Contractor will sign and deliver theAgreement.

11. Notice to Proceed A written notice given by Con--

tractor to Subcontractor fixing the date on which theSubcontract Time will commence to run and on whichSubcontractor shall start to perform Subcontractor'sobligations under the Subcontract Documents.

12. Permanent Pacilities - None under this Subcontract.13. Project - The total construction of which the Work to

be provided under these Subcontract Documents is apart as indicated elsewhere in the Subcontract Docu-ments.

Document No. 5025-RPL-S-01-00167-03Issued for Construction-Revision 1

Special Conditions 4198SRPL-PH-I 00800 - 3 080988

(14. Shop Drawings - All drawings, diagrams, illustra-tions, schedules and other data which are specifi-

cally prepared by or for Subcontractor to illustratesome portion of the Work and all illustrations, bro-chures, standard schedules, performance charts, in-structions, diagrams and other information preparedby a Supplier and submitted by Subcontractor to 11-lustrate material sr equipment for some portion ofthe Work.

15. Site Manage. The authorized representative of the-

Contractor who is assigned to the site or any partthereof.

16. Specifications Those portions of the Subcontract-

Documents consisting of written technical descrip-tions of materials, equipment, construction systems,standards and workmanship as applied to the Work andcertain administrative details applicable thereto.

17 Subcontract Change Notice / Change Order A document-

signed by Subcontractor and Contractor authorizing anaddition, deletion, revision, or clarification of theWork, modified in writing and issued on or after theEffective Date of the Agreement.

18 Subcontract Drawings The drawings which show the-

character and scope of the Work to be perf ormed andwhich are referred to in the Subcontract D)cuments.

19. Subcontract Modification A document issued to-

incorporate Subcontract Change Notices / Change Ordersand adjustments in the Subcontract Price or Subcon-tract Time or to modify Subcontract.

20. Subcontract Price - The moneys payable by Contractorto Subcontractor under the Subcontract Documents asstated in the Agreement.

21. Subcontract Time - Duration of time specified in theSubcontract Agreement Form for the completion of theWork under the Subcontract. The time shall commencefrom the date or the day specified in the writtenNotice to Proceed, and may be specified in terms ofnumber of calendar days available, or the date on orbefore which, to complete the Work.

22. Temporary Facilities Facilities specified in Sec--

tion 01500 including, but not limited to, furnishing,installing, operating, maintaining and disposal of


Special Conditions 4198SRFL-PH-I 00800 - 4 080988

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construction equipment and machinery, tools, acces-sories, fuel, power, light, heat, telephone, water,decontamination washwater recycling system, sanitaryfacilities, equipment and material storage area,parking area for field personnel including construc-tion, maintenance and service personnel, temporaryroads, temporary offices, incidentals etc. necessaryfor the construction and completion of the Workspecified in the Subcontract.

23. Temporary Roads - Improvements to existing roads, andconstruction of new roads if any, carried out by theSubcontractor for his own convenience in the perfor-mance of the Subcontract.

24. Uncontaminated Materials All materials having-

radioactive contamination levels less than specifiedin the applicable US Environmental Protection AgencyStandards. These standards are presented in theFederal Register, January 5, 1983, Section 192.12:"Standards for Remedial Actions at Inactive UraniumProcessing Sites".

25. Work The entire compleced construction required-

under the Subcontract Documeits. Work is the resultof performance of services, furnishing labor andfurnishing and incorporating naterials and equipmentinto the construction, all as required by the Sub-contract Documents.

[26. Asbestos All the asbestiform varities of serpen--

tinite (chrysotile), riebeckit (crocidolite), cumming-tonite-granerite, anthophyllite, and actinolite-tremo-lite.

27. Day - Day shall mean a calendar day of 24 hours.

28. Fiscal Year (FY) - October 1 through September 30.

29. Hazardous Waste - any material, alone or mixed withother materials, which has no commerical use orvalue, or which is discarded or is to be discarded bythe possessor thereof, either of which because of itsquantity, concentration, or physical, chemical, orinfectious characteristics may cause or significantlycontribute to an increase in mortality or an increasein serious irreversible or incapacitating reversibleillness; or pose a substantial present or potentialhazard to human health or to the environment whenimproperly treated, stored, transported, disposed of,


Special Conditions 419dS, RFL-PH-I 00800 - 5 080988

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or otherwise managed. The term does not include:discharges which are point sources subject to permitsunder Section 402 of the "Federal Water PollutionControl Act:, as amended; source, special nuclear, orbyproduct material as defined by the Federal ' AtomicEnergy Act of 1954', as amended; agricultural wastefrom the raising of crops or animals, includinganimal manures, which are returned to the soils asfertilizers or soil conditioners; domestic sewage;irrigation return flows; inert materials depositedfor construction for fill or topsoil placement inconnection with actual or contemplated constructionau such location or for changes in land contour foragricultural and mining purposes; or any waste orother materials exempted or otherwise not regulatedas a hazardous waste under the federal act.]*

(30. "Non-hazardoua Material' means a material which doesnot qualify as a characteristic waste nor appear ont h e' USEPA lists of Mazardous Constituents a'ndHazardous Wastes or the list of exemptions thatappear in Section 1.2.21 of Title 30, Article 20,Part I of the Colorado Revised Statutes 1973, asamended.]*

B. The other terms such as Contractor, Subcontractor,Government, DOS, Subcontract Administrator, SubcontractDocuments, MK-F and Site of Work are defined in ArticleGP-2 of General Provisions.

SC-2 HOLIDAYS

A. The following days will be observed as holidays oy MK-Ferguson Company, the Contractor:

New Yet.r's DayPresident's DayMemorial DayIndependence DayLabor DayThanksgiving DayDay After Thanksgiving DayChristmas Day

6. !M11 days occurring on Saturday or Sunday will be observedon Friday or Monday.

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* P.I.D. 06-S-03


Special Conditions 4198SRFL-PH-I 00d00 - 6 080988

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SC-3 CONSTRUCTION RESTRAINTS

A. Concurrent Work: MK-Ferguson Company (Contractor) andother subcontractors may be engaged in work in thegeneral dreas covered by the Work under this Subcontract.Such personnel will nave access to the areas and to theutilities. The Subcontractir shall cooperate to bestutilize the available areas, roadways and facilities.Coordination shall be through the Contractor.

B. During the course of this Subcontract, the Contractor,and possibly State personnel, will perform radiologicalsurveys, and will conduct tests on excavated areas todetermine whether additional contamination remains to beexcavated. Results of such tests of contaminated mate-rial are generally available within four hoars duringnormal work hours; however, test equipcent constraintsmay increase the testing time.

C. Upon apparent completion of contaminated material exca-vation in a distinct area, the Contractor will conduct aradiological verification survey to confirm removal ofcontamination to EPA standards. This survey may take upto seven work days. T.t e Subcontractor shall plan hiswork accordingly.

D. Stop Work in Case of Excessive Radionuclide or Other ToxicConcentrations: The Site Manager will monitor construc-tion activities and may shut down the Work or requiremodification of subcontractor activities in the eventthat gaseous or particulate radionuclide or other toxicconcentrations associated with construction activitiesexceed allowable limits. (Work will be stopped forsustained high winds of over 40 mph.]* Any shut downshall be a last resort response to such conditions; otherresponses including watering, vehicle speed reduction,covering of material emitting radon gas, etc., shallfirst be implemented by the Subcontractor.

E. Speed limits as posted shall be observed'at all times byall construction personnel and equipment operators.

[F. The Subcontractor shall not be permitted to bring explo-sives or fire arms to the site under any circumstances.]*

I G. The Subcontractor shall maintain the exhaust systems ofall vehicles and equipment to protect against excessivenoise and air pollution in compliance with the applicablei

| local, state and federal requirements. The trucks shallbe equipped with sound-dampening features. Tailgatei

* P.I.D. 06-S-03


Special Conditions 419dS| RFL-PH-I 00800 - 7 080988

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chains shall be rubber-insulated and latches shall beadequately secured.

H. The public will have access to Highways 6 and 13, and tocity streets, during the term of the Subcontract.

I. If the Subcontractor uncovers any archaeological arti-facts or human remains during the term of tne Sub-contract, he shall immediately halt operations in theimmediate vicinity of such a discovery and notify theSite Manager. Further work in these areas shall notresume until a qualified archaeologist has inspected thesite and completed all resource recovery work.

J. The Subcontractor shall schedule excavation in the lowerportions of the work during that part of the year whenthe ground water level is the lowest, in order to mini-mize work below the ground water table.

SC-4 SITE LOCATION AND ACCESS

A. Location:

1. The Work under the Subcontract involves operations attwo different sites approximately 2.3 road milesapart:

a. Old Rifle Processing Siteb. New Rifle Processing Site

2. The locations of these sites are specified in Speci-fication Section 01010.

B. Access: The liability insurance dictates mandatoryenforcement by the Contractor of the following restraintsto all persens seeking construction site access:1. Private, personal or agency vehicles not used for

authorized construction purposes will not be allowedin the controlled site areas.

2. Parking of private, personal or agency vehicles shallbe in a restricted area outside of the controlledsite areas as designated by the Site Manager or hisrepresentative.


Special Conditions 419dsRFL-PH-I 00800 - 8 080988

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SC-5 COORDINATION OF WORK

The Subcontractor shall carefully coordinate all con-struction activities with the Site Manager to avoid con-flicts and unnecessary delays in construction.

SC-6 LABOR, MATERIALS, EQUIPMEt4T At1D TEMPORARY FACILITIES

A. Unless otherwise specified in the Subcontract Documents,Subcontractor shall furnish and assume full responsibil-ity for all materials, equipment, labor, transportation,construction equipment and machinery, tools, appliances,fuel, power, light, heat, telephone, water, sanitaryfacilities, temporary facilities and all other facilitiesand incidentals necessary for the furnishing, perfor-mance, testing, start-up and completion of the Work asshown on the Subcontract Drawings and as specified in theSpecifications.

B. Pursuant to the provisions of Section GC-1.C of theGeneral Conditions, and Section 01500 of the Specifica-tions, during the construction period, the Subcontractorwill be permitted on-site temporary storage of materialsand equipment at a location approved by the Site Manager.

SC-7 CLEANUP At3D WASTE DISPOSAL

A. Cleanup: The Subcontractor will be required to clean upconstruction work areas including all trailers and dis-pose of waste material. Cleanup of construction workareas will be required on a daily basis. At the close ofeach day's work all small quantities of waste and debrisresulting f rom construction activities shall be gatheredup and disposed of as designated in paragraph B below.Waste and debris shall not be allowed to accumulate insuch quantities as to create an unsightly appearance, asafety og fire hazard, nor shall it interfere in any waywith free access to, and operation of existing facili-ties. All construction areas shall be thoroughly cleanedto the satisfaction of the Contractor prior to finalacceptance of the completed Subcontract. For additionalrequirements, see Section GC-1.D of the General Condi-tions.

B. Waste Disposal:

f 1. General: Material determined to be waste will betested for radioactive contamination prior to removal


Special Conditions 4198SRFL-PH -I 00800 - 9 080988

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from the construction site. lesting will be per-formed by the Contractor at no cost to the Subcon-tractor to classify the waste into the following twocategories for disposal purposes:a. Uncontaminated Waste: Uncontaminated office

waste and construction waste shall be disposed ofas follows:

1) Office Wae'e: The Subcontractor shall pro-vide se' table receptacles for all cotstruc-tion office waste material such as wrappingpaper, discarded containers, scrap lumber,scrap metals, etc. Such waste shall be dis-posed of offsite as Subcontractor's propertyin a safe, acceptable manner, in accordancewith the applicable laws and ordinances andas prescribed by authorities having jurisdic-tion. No waste material and debris shall beburied on the site. The Subcontractor shallbe responsible for the location of dump fortrash and debris, length of haul, and dis-posal costs.

2) Construction Waste: This will include wastematerials resulting f rom clearing, stripping,earthwork, drilling and other constructionoperations. This type of waste shall bedisposed of as specified in related Specifi-cation Sections,

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b. Contaminated Waste: Waste materials identifiedas contaminated materials defined in Section SC-1and materials resulting from demolition opera-tions will be stockpiled on site as specified forlater disposal in the construction of the tail-ings embankment by others.

(C. Unidentified Waste: See Section 02081, Article 1.1.C. ]*

SC-8 CONSTRUCTION HEALTH AND SAFETY

A. Contractor Safety Program:

1. The Subcontractor shall comply with the ConstructionSafety and Health Management Program (Document No,MK-UMTRA-4). This document is available upon request

| from the Contractor's office in Albuquerque, NewMexico.

* P.I.D. 06-S-03

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Special Conditions 4198SRFL-PH-I 00000 - 10 08096d

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2. The successful bidder will be issued a copy of theConstruction Safety and Health Management ProgramDocument with the Notice of Award by the Contractor'sSubcontract Administrator.

3. A table of contents for the Construction Safety andHealth Management Program is listed below:

SAFETY AND HEALTP MANAGEMENT PROGRAM

TABLE OF CONTENTS

Section Title Page

Table of Contents i

MK-F Accident Prevention Policy iii

CNSI Corporate Safety Policy iv

Construction Subcontractor Safety Policy V

Regulations and Standards vi

I Purpose 1

II Remedial Action Contractor Organization 2

III subcontractor Organization 5

IV Scope of Responsibilities 6'

A. DOE UMTRA Project Office 6B. Technical Assistance Contractor 6C. Remedial Action Contractor 6D. Subcontractors 7E. Employees 9

V Inspection and Enforcement 10

VI Audits 13

VII Fire Prevention and Protection 14i

VIII First Aid and Medical Program 17

IX Remedial Action Contractor Recordsand Reports 20

X Subcontractor Records and Reports 26


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2ection Title Page

XI Emergency Action 32

XII Safety and Health Training Program 34

XIII Radiological Control and Monitoring 37

XIV Environmantal Control and Monitoring 38

XV Access Control 39

XVI Industrial Hygiene 40

XVII Job Safety Analysis 46

XVIII General Safety and Health Procedures 47

Appendix A Posters, Records and Reporting Forms 62

Appendix B Job Safety Analysis 64

Appendix C Project Forms and Distribution Table 65

B. Construction Safety and Health Initial Indoctrination andTraining:

1. All construction personnel working on the site shallreceive the basic Construction Safety and Health Ini-tial Indoctrination and Training. The Indoctrinationand Training will cover such matters as first aid andmedical responsibilities, emergency actions, etc.The indoctrination will be oral or written (approxi-mately 30 minutes). It will be presented to con-struction personnel either individually or on a groupbasis and at the Subcontractor's convenience. Theindoctrination will be presented to~ all personnelupon request, between the hours of 6:00 a.m. and 4:00p.m., Monday through Friday (holidays excluded). Noconstruction personnel will be permitted to workwithout having received this basic indoctrination.

2. The use of respirators may be necessary on this Proj-ect. If respirator use becomes necessary, the res-pirators will be provided by the Contractor and

f training in the proper use of respirators in theperformance of speci*ic taaks will be provided by the

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Contractor. This instruction is approximately twohours long and will be provided to the Subcontractorat no extra cost. The Subcontractor shall notify theContractor's Representative at least one (1) week inadvance of the time that the training is desired.Note, that individuals with beards or facial hairthat interferes with a proper respirator seal willnot be accepted for respirator training.

3. No payment will be made to the Subcontractor for hisemployees' attendance at Safety and Healen InitialIndoctrination. and Training Program or respiratortraining provided by the Contractor. Full compensa-tion for such costs will be considered incidental tothe Work of this Subcontract.

4. Based upon the criteria established by the MK-FergusonCorporate Medical Director and upon ene recommenda-tions listed in the American National Standard, ANSIZ88.2-1980, ' Practices for Respiratory Protection *,all employees who will or may be required to wearrespirators on this Project shall complete a medicalquestionnaire (and will be given a blood pressure andpulmonary function test]*, There may be a need forfurther medical evaluation based on answers in thequestionnaire. Tne Respirator Program Administratoror his designee will make this determination.

C. Electrical Precautions:1. Personnel Ground Pault Protection: All electrical

conductors used in construction, operating on singlephase, 120 vac, 15 or 20 ampares circuits, shall beequipped with UL listed Ground Fault Circuit Inter-rupters set at five (5) mil 11 amperes plus (+) orminus (-) one (1) milliampere. All portable electrictools and their usage shall be in compliance withapplicable OSHA (29 CFR 1926) standards.

2. Electrical Clearance Requirement: All electricalcircuit connections shall be made on de-energizedsystems. Working clearance for energized systemsshall be 3 feet for 0 to 150 volta and 4 feet for 151to 600 volts. The work shall be per.ormed by aquelified journeyman electrician or by an apprenticeelev.-4 cian under the direct supervision of a quali-fled journeyman electrician.

D. Smoking, Drinking, Eating and Chewing Restrictions: Nosmoking will be permitted in the immediate vicinity of

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Special Conditions 4198SRFL-PH-I 00800 - 13 0809dd

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any flammable liquids, gases or highly combustible mate-rial, or in any area posted as a non-smoking area. Nosmoking, drinking, eating or chewing will be permitted inany controlled area.

E. Ladders, Scaffolds, arid Man Lifts: All man-lift equip-ment, ladders, and scaffolding shall be in compliancewith applicable OSHA (29 CFR 1926) standards and be sub-ject to inspection by the Contractor prior to and duringits use.

F. Trench / Excavation Barricades:

1. Trenching, excavation, shoring bracing, and barricad-ing requirements shall be in accordance with OSHA,29 CPR 1926, Subpart P.

2. The following forms of protection shall be requiredfor open trenches / excavations adjacent to occupiedbuildings, crossing pedestrian crosswalks and paths,at street intersections, and crossing or adjacent tosidewalks and driveways:

a. Barricades shall be positioned on each side ofthe trench and stationed at a maximum of ten (10)foot intervals. Spacing on each side of thetrench shall alternate to show that a front view #

depicts barricades at five (5) foot intervals.

b. Whenever possible, each barricade shall be posi-tioned at least two (2) feet away f rom the open '

trench or excavation.c. Each barricade shall be equipped with a yellow

flasher of at least eight (8) inches in diameter.(NOTE: Temporary barricades used during daylightoperations do not require flashers.) Street sideflashers shall be directed parallel with tnestreet, curb side flashers and flashers alongpedestrian routes shall be facing in the direc-tion of pedestrian traffic,

d. When continuous solid barricades are not pro-vided, interconnecting ropes or tape shall beattached to all barricades. When rope is used,streamers shall be attached at 2-3 foot intervals.

e. Walkways and/or bridges with standard guardrails, shall be provided at all pedestrian cross-ing points except for trench width 2'-0' and less

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where a barricade straddling the trench on eitherside of the walkway may be used.

f. Where vehicle traf fic must cross trencning opera-tions, metal place covers shall be provided tosupport all motor vehicles.

9 Where trenches or excavations interrupt a door-way, ramp, or other exits / entrances to buildings,the doors shall be locked or bloc %ed ano a signdisplayed to indicate the condition enat exists.

G. tiotification of Occurrences: Subcontractors shall advisethe Contractor immediately upon occurrence of anynon-routine events, occurrences, incidents, or accidents.etc., particularly in situations such as lost time acci-dents and ambulance calls.

H. Responsibility:

1. Subcontractor Safety Responsibility:a. Each Subcontractor shall designate a qualified

person to implement the Construction Safety andHealth Management Program at the work site. Thedesignated person shall have authority foractions and for control of work activity toprevent accidents.

b. Daily work area safety and health inspections arerequired and appropriate actior, shall be taken tocorrect noncompliance conditions.

2. Contractor Safety Responsibility:a. Contractor Safety Department personnel or desig-

nated representatives will make regul?r continu-ing inspections of all facilities and operationswithin the scope of the Subcontract. Theseinspections will include the facilities andoperations of all Subcontractors, but do not inany way relieve Subcontractors of their responsi-bility for comcliance with the provisions of theConstruction Safety and Health Management Program,

b. Daily work area safety and health inspectionswill be made by Contractor personnel.

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Document tio . 5025-RFL-S-01-00167-03Issued for Construction-Revision 1

Special Conditions 419dSRFL-PH-I 00800 - 15 06096d

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[I. Suspected Hazardous Waste Materials: Materialsdiscovered that may be a hazardous waste will beconfirmed by the Subcontractor through laboratoryanalysis, after being reported to the Contractor SiteManager. If the materials are identified ashazardous, the Subcontractor shall comply with theapplicable standards for personnel safety and healthprotection.]*

J. Galvanized Fence Materials: Personal respiratory protec-tion or ventilation is required if a heat process takesplace with galvanized fencing materials.

K. Back Up Alarms: It is mandatory for all heavy equipmentto have functioning audible back up alarms while in useon an UMTRA project.

L. Asbestos:

1. For removal and stockpiling of friable asbestos mate-rials, the Subcontractor shall comply witn FederalOccupational Safety and Health Standard 29- CPR1926.58, which includes control by a ' competentperson' as defined in the standard.

2. The Subcontractor shall submit an asbestos removalplan and certificate of insurance coverage, includingthe following, to the Contractor for review beforework start up. These insurance requirements are sup-lemental to other requirements specified in SectionpGC-7]* of the General Conditions:.

a. Asbestos Exclusions on Workmen's Compensation or.

Liability policies will not be accepted. How- |

ever, separate policies will be satisfactory.

b. Whether coverage is on an occurrence or claimsmade basis, it is required that the coverage or.

policy be extended or kept in force for at leasttwenty-four (24) months after completion of theSubcontract.

c. The Subcontractor shall provide evidence of cov-etage by submitting a Certificate of Insurancestating that such exclusions or coverage are ineffect.

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Special Conditions 41988RFL-PH-I 00800 - 16 080988

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3. The Subcontractor shall notify the Colorado Depart-ment of Health, Air Pollution Control Division, atleast 10 days prior to the removal of any asbestosmaterial, and shall submit a written report upon com-pletion of the removal activities.

4. Effective August 1, 1986, the Air Pollution ControlDivision instituted an asbestos removal permitrequirement. The Subcontractor shall obtain thepermit and pay necessary fees prior to removal of anyasbestos material.

M. Industrial Hygiene:

[1. tioise:

a. This project shall comply with the U.S. Air Forcetioise Standard AFR 161-35. Time weighted averagesfor 8-hour exposure shall not exceed d4 dB(A).tioise levels shall be taken on all equipment bythe Contractor, and select personnel will berequired to wear noise dosimeters to establish8 hour time weighted average. Hearing protectionshall be provided by the Subcontractor, and shallbe worn when noise levels exceed 84 d8(A). |

lb. Eight personnel from the Contractor and Subcon- I

tractor staff shall receive baseline and exitaudiograms. These will consist of 3 personnel I

from the Subcontractor staff and 5 from theContractor staff. Costs incurred for these examswill be paid by the Contractor. Testing willtake approximately 15 minutes plus travel time.]*

2. Dust: Subcontractor's dust control provisi'ons shallbe adequate to prevent personnel from potentialinhalation exposure to Silies or Nuisance particu-lates. Contractor's safety Department will conductongoing dust monitoring and will keep the Subcon-tractor informed about the need for respiratoryprotection.

[3. Prior to entry into any enclosed space or area, suchas tunnels under the wooden tanks at the tiew Riflesite, air contaminant testing will be done by theContractor, The testing will be for Hydrogen Sulfide(fi S), Carbon Monoxide (CO), 4 oxygen and any com-2bustibles that may be present. Testing will be dones

using a direct reading instrument assigned to theContracto '- Health and Safety personnel.]*

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Special Conditions 41983RFL-PH-I 00800 - 17 080988

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(N. Construction Vehicles, Machinery and Equipment SafetyInspections:

1. The Subcontractor shall designate a competentperson who shall inspect all constructionvehicles, machinery and equipment prior to useand during use, to make certain it is in safeoperating condition. Any deficiencies shall berepaired, or defective parts replaced before useis continued.

2. A thorough annual inspection of the hoistingmachinery shall be made by a competent person, orby a government or private agency recognized bythe U.S. Department of Labor.

3. The above inspection report (s) and repair recordsshall be submitted to the Cnntractor's SiteManager before construction vehicles, machineryand equipment may be used on the project.]*

SC-9 HEALTH PHYSICS

Portions of the Subcontract work area is a radiologicallycontrolled area. All work shall be governed by theessential requirements given in the following paragraphs:

A. Work Conditions:

1. Radiation / Contamination Areas: ' Radiation /contamina-tion controlled areas shall be established on acase-by-case basis at the discretion of the Site Man-ager. Protective clothing for contamination controlis provided to the Subcontractor at no charge on aloan basis. Clothing will be issued by Contractorpe'Jonnel when required at the access control gate.

2. Radiation Dressing Requirements:

a. All controlled area protective ciO*hing, whenrequired, shall be put on and removed at the con-trolled area boundary. The Subcontractor shallensure that removed items are properly stored andareas are maintained in proper order.

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Special Conditions 4198SRFL-PH-I 00800 - 18 0d0988

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b. When required, protective clothing for contamina-| tion conttol could consist of coveralls, gloves,| and rubber boots, shoecovers or any combination'

of the above. Personnel will be required tochange out of the protective clothing prior toleaving the controlled area.

3. Personnel Monitoring: All personnel will be requiredto. self-monitor for radioactive contamination uponleaving the controlled area. Personnel will be in-structed in self-monitoring procedures in accordancewith paragraph 5 below defining Training Requirements.

4. Vehicles and other Monitoring: Vehicles, equipmentand tools from the controlled area will be monitoredfor raoioactive contamination by the Contractor be-fore leaving the area.

5. Training Requirements: In order to work in the con-trolled area, personnel shall be trained as RadiationWorkers by the Contractor. The training course isapproximately four houra long and is available toSubcontractor personnel at no cost for the instruc-tion. Training in the proper use of respirators forperforming specific tasks may be required. A testwill be given to all personnel at the conclusion oftraining to establish qualifications as a RadiationWorker. Personnel must pass this test to work withinthe radiation control area. For respirator trainingand employee requirem.ent, see Special Conditions,SC-8.B.2 and SC-8.8.4.

6. Radiation Exposure Limits and Restrictions:

a. Radiation exposure on this Project is expected tobe well within allowable radiation exposures.Whole body radiation exposure in rem shall bedetermined by Personal Thermoluminescent Dosi-meters (TLD) issued to each radiation worker.

b. Prior to working at the construction site eachemployee shall provide prior radiation exposurerecords as applicable.

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c. While working at the construction site eachemployee is required to wear TLD badges issuedand collected daily.

kd. No one under the age of 18 shall be permitted to

enter or work in the controlled area.

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7. Some areas on the construction site may have local-! ized Health Physics restrictions. TheJe are con-

trolled by ribbons, signs, and tags. Such area re-strictions shall be observed by the Subcontractor andapplicable precautions taken.,

B. Special Examinations:

1. Employees working in radiation control areas may berequired to submit a bioassay sample prior to start- t

ing work in the radiation control areas and also upon ,

termination or completion of the Subcontract.Certain Subcontractor employees, identified by the "

Contractor based on potential exposure to airborneradionuclides, will be required to submit quarterlybioassay samples. Employees may be required tosubmit additional bicassay samplec on an occasionalbasis, to ensure that applicable radionuclide ex-posure standards are being met. It is the Subcon-tractor's responsibility to ensure that each employeesubmits bioassay samples as required by the Sub-contract.

2. The Subcontractor shall notify the Contr' actor of anypersonnel terminations or transfer within 8 workinghours of such terminations or transfers. The Subcon-tractor shall also provide the Contractor with weeklylists of all subcontractor or subtier employeesemployed cy, or for, the Subcontractor who have oeenissued TLD radiation exposure badges. These weeklylistings shan include full name, social securitynumber, hire dice, and termination / transfer date (ifapplicable), of all such employees. ,

C. Health Physics (HP) Personnel The Site Manager willmonitor the construction work through HP personnelemployed by him. The HP personnel will provide radio-logical surveillance over construction activities andadvise supervision on matters concerning radiation safetyas related to activities or conditions affecting theConstruction Work.

(D. Warning Signals: Certain circumstances such as unusualor unanticipated radiation levels, presence of toxicsubstances, or unsafe working conditions may prompt theContractor to give verbal information or directions, asWarning Signals, directly to the Subcontractor and his

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employees. The Subcontractor and his employees shalltake required actions as directed by the Contractor or

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bis representative. The Subcontractor shall obtain thename and title of the Contractor's representative provic-ing such information.]*

E. Disposition of Contaminated Equipment, Tools and Material:1. The Subcontractor shall use his own or rental equip-

ment in performing the required work under this Sub-contract. All tools, vehicles, equipment and mate-rial will be inspected for radioactive contaminationby the Site Manager or his designee prior to removalfrom *he construction area.

2. Should the Subcontractor's cools, material, or equip-ment become contaminated, they will have to be decon-taminated before removal from the area. If deconta-mination becomes necessary, the Site Manager willprovide instructions for decontamination by the Sub-contractor's employees. I.econtamination may consistof steam cleaning, dry brushing, or wasning withappropriate liquids. Decontamination required beyondthese described will be handled under (ArticleGP-4]*, * CHANGES' of the General Provisions.

3. If decontamination proves impracticable or impos-sible, the tools, material, or equipment in questionwill be retained by the Contractor and an equitableadjustment for same will be negotiated with theSubcontractor provided thatt

a. There is no fault or negligence of the Sub-contractor contributing to the contamination;

b. The Subcontractor has followed all the specificinstructions of the authorized HP personnel whohave surveillance over the work;

c. Items or equipment confiscated from the Sub-contractor will be documented by a ConfiscationNotice furnished to the Subcontract Administratorby the Contractor and signed by HP personnel and ithe Site Managers |

d. The Subcontractor allows reasonable time (a mini-mum of ten (10) working days, excluding weekendsand holidays) in which to attempt decontamina-tion of the item (s) in question. The reimourse-

iment schedule will be as follows: |'

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1) Tools valued less than $300.00 at 95% ofreplacement cost.

2) Tools / Equipment $300.00 and up: If less thanone (1) year old or at top of depreciationschedule, at 75% of replacement costs if atbottom of or off the depreciation schedule,at 50% of replacement cost.

e. Failure to agree upon equitable adjustment shallconstitute a dispute within the meaning ofarticle GP-7 of the General Provisions.

f. In view of the foregoing, the Subcontractor isencouraged to plan his work so as to minimize thetransfer of equipment into and out of the con-struction area.

SC-10 SUBMITTALS

Pursuant to the provisions of [ deleted}* SpecificationSection 01300 Submittals, the Subcontractor shall-

submit samples of materials, schedules and reports, shopdrawings, product data, manufacturer's instructions, anddesign calculations and design drawings to the Contractor.

SC-11 QUALITY ASSURAtiCE

All work shall be performed to the requirements of theContractor's Quality Assurance Program. This programmeets the requirements of 10 CFR 50 Appendix B and AtiSI/ASME tiQ A-1-7 9 The program will be wholly administeredby the Contractor. All Quality Records will be generatedby and maintained by Contractor's personnel.

SC-12 PERMITS

(A. The Contractor will provide the following permits andnotifications as required, for the facilities and activi- |ties depicted on the Subcontract Drawings, except as i

noted below in Article SC-12.B:1. Threatened or Endangered Species Consultation

(U.S. Fish and Wildlife Service)2. Cultural Resource Clearance

(Colorado Historic Preservation Office and AdvisoryCouncil in Historic Preservation)

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3. Air Pollution Emissions Notice and Permit Eartn-

Moving Activities(Colorado Department of Health, Air Pollution ControlDivision)

4. Air Pollution Emissions Notice and Permit Demoli--

tion Activities(Colorado Department of Health, Pollution ControlDivision) '

5. Demolition Permit(Garfield County Building and Planning Departments)

6. Railroad Pipe Crossing(Denver and Rio Grande Western Railroad) *

7 State Highway Access Permits - For Entry to Old andNew Rifle Sites(Colorado Department of Highways)

B. All other permits and notifications, including but notlimited to the following, shall be the responsibility ofthe Subcontractor in accordance with Article GP-13 of theGeneral Provisions:

1. Permit to Construct a Well For water supply and/or-

monitor wells.(Colorado Division of Water Resources)

2. Well Abandonment Affidavit For plugging of-

abandoned wells.(Colorado Division of Water Resources)

3. Spill Prevention Control and Countermeasures Plan -

For on-site fuel / oil storage.(U.S. Environmental Protection Agency)

4 Emission Permit for Gasoline Storage Tanks(Colorado Department of Health, Air Pollutior. ControlDivision)

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5 Open Burning Permit - For uncontaminated materials.(Colorado Department of Health, Air Pollution ControlDivision)

6. Building Permit - For trailer pada.(Garfield County Planning Department)

7. Mobile Home Siting Permit(Garfield County Building and Planning Department)


Special Conditions 4198SRFL-PH-I 00800 - 23 08098d

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8. Notice of Intention to Demolish Asbestos ContainingFacilities(U.S. Environmental Protection Agency and ColoradoDepartment of Healtn)

9. Approval of Asbestos Emission Control Procedures(U.S. Environmental Protection Agency and ColoradoDepartment of Health)

10. Asbestos Removal Permit(Colorado Department of Health, Air Pollution ControlDivision)

11. Approval of Disposal of Nonhazardous Wastes(Garfield County Board of Commissioners for Certi-ficate of Designation)

C. The Subcontractor anall comply with the provisions of thepermits at all times during the execution of the Succon-t ract. ,

D. Separate measurement or payment will not be made for workrequired of the Subcontractor for obtaining additionalpermits and for compliance with the provisions of allpermits, unless specifically provided for in this Sub-contract. All costs in connection with obtaining suchpermits and for compliance with such permits will beconsidered incidental to the Subcontract.]*

SC-13 ROAD CONSTRUCTION AND TRAPPIC C0tiTROL INCLUDING HAUL ROADAND PUBLIC ROAD

A. The Subcontractor shall post construction areas and roadswith traffic control signs or devices used for protection

,of workmen, the public and equipment. The signs or |devices shall conform to the American National StandardsInstitute D6.1-1978, Manual on Uniform Traffic ControlDevices for Streets and Highways.

B. Signs or traffic control devices shall be removed orcovered as soon as they have served their purpose. It isparticularly important to remove any markings on roadsurfaces which under conditions of poor visibility could

|cause a driver to turn off the road or into traffic mov- t

ing in the opposite direction. j

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C. Barricades for protection of employees shall conform tothe portions of the American National Standards InstituteD6.1-1978, Manual on Uniform Traf fic Ccc ;rol Devices forStreets and Highways, relating to barricades.

lD. Material Haul on Public Roads: All requirements stated i

in the permits shall be followed for using public roads I

for hauling materials to the processing sites.E. The Subcontractor shall be responsible for providing all

necessary bonding required by the applicable city, countyand state highway departments. '

F. The Succontractor shall be responsible for grading, {repairs and other maintenance of public and private roadsused for construction purposes.

G. All existing, temporary, or maintenance roads may alsorequire decontamination after the transportation ofcontaminated material activities are completed. Allcosts in connection therewith shall be considered to beincidental to the applicable items of work to which theypertain.

[H. The Subcontractor shall be responsible for utilities dis-rupted by driveway construction. Damage to existingstate highway facilities shall be repaired prior to con-tinuing other work.

I. At the Old Rifla intersection, the Subcontractor shallbegin work after 8:30 AM and all equipment shall be offthe roadway before 3:30 PM each day.

J. All work within the Colorado State Highway rights-of-wayshall conform to the applicable provisions of the latestcopy of the Standard Specifications for Road and BridgeConstruction (Colorado Standard Specifications) of tneState Department of Highways, Division of Highways, Stateof Colorado.]*

SC-14 ENVIROMENTAL PROTECTION

A. Pollution of Waterways: The Subcontractor's constructionand related activities shall be performed by methods thatprevent entrance or accidental spillage of solid orliquid matter, contaminants, debris and other objection-able pollutants and vastes into streams, watercourses,flowing or dry, and underground water sources. Such pol-lutants and wastes will include, but will not be res-

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tricted to refuse, earth and earth products, garbage,cement, concrete, sewage effluent, industrial waste,radioactive substances, hazardous chemicals, oil andother petroleum products, aggregate processing tailings,and mineral salts. Pollutants and wastes shall be dis-posed of in accordance with applicable permit provisionsor in a manner acceptable to and approved by tneContractor.

1B. Storage and Disposal of Petroleum Products: )1. Petroleum products covered by this Section include

gasoline, diesel fuel, lubricants, heating oils, andrefined and used oil. During project construction, !

all petroleum products shall be stored in such a way 1

as to prevent contamination of all ground and surfacewaters.

2. Storage facilities shall conform to the requirementsof Construction Safety and Health Management Programspecified in Section SC-8 of the Special Conditions.

3. Lubricating 011: Lubricating oil may be brought intothe project area in steel drums or other means, asthe Subcontractor elects. If the total volume ofstored oil is greater than 1320 gallons, then theSubcontractor shall provide secondary containmentfacilities. Used lubricating oil shall be stored insteel drums, or other approved means, and shall bereturned to the supplier for disposal. It shall notbe burned or otherwise disposed of at the projectarea.

4. If the total volume of stored petroleum products isgreater than 1320 gallons and these products arestored above ground, the Subcontractor shall preparea spill prevention control and countermeasure plan inaccordance with applicable EPA and other state regu-lations.

SC-15 SUBCONTRACTOR LABOR AND EQUIPMENT RATES

A. Within 15 days after receipt of Notice to Proceed, theSubcontractor shall furnish to the Contractor a list ofall equipment to be used on the Project. The list, as aminimum, shall include tne following for eacn piece ofequipment:

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1. Equipment number, make, model, type, year of manu-i

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facture, capacity and/or horsepover.

| 2. Rental rates for hourly, daily, weekly and monthlyI time periods. These rates shall include overheaa andI profit, but shall not exceed 60% of the current edi-! tion of the Rental Rate Blue Book for Construction'

Equipment.

3. An hourly operating rate for fuel, oil, partc,maintenance and repairs, etc. for actual hours ofoperation only. Each rate shall be listed sepa-rately, and shc11 include appropriate overhead andprofit but shall not include the equipment operator.

4. The above information shall also be provided for anysubsequent equipment brought onto the site during theterm of the Subcontract in addition to the initiallist, and shall be provided within five days of thedate the equipment arrives.

(5. The initial equipment rate list submittal above shallbe valid for all pieces of equipment from its receiptuntil January 1 of the following year.

6. The equipment rate list shall be revised on January 1of each year with the current Blue Book rates. Theserates shall be used until the equipment rate list isrevised on January 1 of the following year.}*

B. Within 15 days after receipt of Notice to Proceed, theSubcontractor shall furnisn to the Contractor labor racesfor all craft designations to be used on the Project asfollows:

1. List craft category and classification (i.e., loaderoperator, 6 cy; truck driver, 3 axle; etc.).

2. Labor cost rate including fringe bentfits, payroll,taxes, insurance, overhead and profit.

3. Each item in 2 above shall be listed separately.

C. The rates provided in Paragraphs A and B above shall beused for changeo to the Subcontract where unit prices orother methods of pricing do not apply and shall be usedsolely at the discretion of the Contractor. The intentis that for small changes where there is little risk tothe Subcontractor such rates are appropriate. For largerchanges, unit pricing or other appropriate methods will

( be used which will allow more appropriate profit margins.

* P.I.D. 06-S-03


( Special Conditions 41988RFL-PH-I 00800 - 27 080988

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D. In the event the Contractor directs the Subcontractor towork overtime in addition to the Subcontractor's original

| intended schedu.le, the Contractor will pay (except instates where such a requirement is prohibited by law)only the actual labor cost over the rate of regular timeplus actual payroll burdens (applicable taxes, fringes,benefits, etc.).

SC-16 MODIFICATION PROPOSALS PRICE BREAKDOWN

The Subcontractor, in connection with any proposal hemakes for a Subcontract modification, shall furnish a ,

price breakdown, itemized as required by the Subcontract |

Administrator. Unless otherwise directed, the breakdownshall be in sufficient detail to permit an analysis of

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,all material, labor, equipment, subcontract, and overnead

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i costs, as well as profit, and shall cover all work in-volved in the modification, whether such work was deleted,added or changed. Any amount claimed for subcontractsshall be supported by a similar price breakdown and/orquotes from the Subcontractors. In addition, if the pro-posal includes a time extension, a justification there- ;

' fore shall be furnished. The proposal, together with theprice breakdown and time extension justification, shallbe furnished by the date specified by the SubcontractAdministrator.

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SC-17 VARIATIONS IN QUANTITIES

In all cases, except cancellation of one or more lineitems, where the quantity of a unit priced line item inthe Subcontract is an estimated quantity, and where theactual quantity of suen line item varies by more than 10%above or 104 below the originally estimated quantity |stated in the Subcontract, an adjustment in unit price

|shall be negotiated upon demand of either party for the

;quantities above or below the stated variation.

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SC-18 LAWS AND REGULATIONS

Subcontractor shall give all notices and comply with all :laws, ordinances, rules and regulations applicable to the

|Work. If Subcontractor observes that the Specifications || or Subcontract Drawings are at variance therewith, Sub- i

l contractor shall give Contractor prompt written notice )thereof, and any necessary changes shall be adjusted by i

an appropriate Modification. If Subcontractor performs '

lDocument No. 5025-RFL-S-01-00167-03Issued for Construction-Revision 1


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any Work knowing or having reason to know that it is con- '

trary to such laws, ordinances, rules and regulations,.

and without such notice to Contractor, Subcontractor |shall bear all costs arising therefcom; however, it anall ;

not be Subcontractor's primary responsibility to make r

certain that the Specifications and Subcontract Drawings ;

are in accordance with such laws, ordinances, rules andi

regulations.

1 SC-19 FUNDING LIMITATIONS

A. Of the total Subcontract Price, the sum of ( )*is presently available for payment to the Subcontractor,

,

under this subcontract during fiscal year [ ]*. It is,

anticipated that additional funds will be allotted from1 time to time to this Subcontract subject to Governmenti appropriations available in this fiscal year or succeed- '

ing fiscal years. The responsibilities of Contractor are4

limited by this clause notwithstanding any contrary pro- |;

vision of the "Payments to Subcontractors * clause or any ;

other clause of this Subcontract.

B. The Subcontractor agrees to perform or have performed ,

j work up to the point at wnich, in the event of termina- !tion of this Subcontract pursuant to the clause hereof

|i,

j entitled ' Termination for Convenience', the total amount; payable by the Contractor (including amounts payable in !

respect of lower-tier subcontracts and settlement casts),pursuant to paragraph E. thereof, would in the exerciseof reasonable judgment by the Subcontractor approximate t

the total amount at the time allotted to this Subcon- !tract. The Contractor shall not be obligated in any |event to pay or reimburse the Subcontractor in excess of

i

he amount from time to time allotted to this Subcon- :tract, anything to the contrary in this clause or theclauses hereof entitled "Termination for Convenience * as ;

specified in Article GP-18 and "Payments to Subcontrac-tors' as specified in Article GP-8 of the General |Provisions notwithstanding.

3

C. It is contemplated that funds presently allotted to this |

Subcontract will cover the work to be performed until |September 30, [ ]*. In the event funds allotted are !

considered by the Subcontractor to be inadequate to cover ithe work to be performed until the above date, the Sub-

:contractor shall notify the Subcontract Administratorwhen the work will reach a point at which, in the eventof termination of this Subcontract pursuant to the clausehereof entitled "Termination for Convenience', the total

* P.I.D. 06-S-03

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Special Conditions 419dsRFL-PH-I 00800 - 29 080988

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amount payable by the Contraccor (including amounts pay-able in respect of lower-tier subcontracts and settlementcosts) pursuant to paragraph E. thereof, will approximate85% of the total amount then allotted to this Subcon-tract. Such notice snall be in writing and shall begiven not less than 45 days not more than 60 days priorto the estimated date when such point will be reached.Such notice shall also state the estimated amount ofadditional funds required to continue performance to theabove stated date. The Subcontractor shall, 30 daysprior to the date above stated, advise the SubcontractAdministrator in writing as to tne estimated amount of I

additional funds which will be required for the timelyiperformance of this Subcontract for the balance of thel

current fiscal year and the succeeding fiscal year. Ifafter such latter notification, additional funds are notallotted by the date above written or by an agreed datein substitution thereof, the Subcontractor, by writtennotice delivered to the Subcontract Administrator at anytime before such additional funds are allotted, may electto treat its responsibility to proceed with the workunder this Subcontract as having been terminated. Such atermination shall be considered a termination pursuant tothe clause hereof entitled ' Termination for Convenience *.

D. The Contractor may at any time prior to the Subcontrac-tor's election to terminate as provided in Paragraph C.above, and with the written consent of the Subcontractorafter such election to terminate, allot additional fundsfor continued performance of this Subcontract. The Sub-contract Administrator will promptly notify the Subcon-tractor in writing, of any such allotment and the partiesshall: (a) agree on the applicable period of Subcontractperformance which shall be covered by such funding; (b)modify the date stated in Paragraph C. above in order toreflect such extended period of coverage; and (c) modifythe amount stated in Paragraph A. above. The provisionsof Paragraphs B. and C., above, shall apply to such addi-tional allotted funds and modified date.

E. In the event the Subcontractor incurs additional costs,or is delayed in the performance of the work under thisSubcontract, solely by reason of the failure of the Con-tractor to allot additional funds pursuant to ParagraphD. above in amounts sufficient for the timely performanceof this Subcontract, and if additional funds are allottedby the Contractor pursuant to Paragraph D. for continuedperformance of this Subcontract, then an equitableadjustment may be made in the Subcontract Price (includ-ing appropriate target, billing and ceiling prices where

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applicable) or in the time required for the performanceof the work, or both, and this Subcontract may be modi-fled in writing accordingly; provided, that the Subcon-

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tractor provides to the Subcontract Administrator v.'ritten |notice of its claim of entitlement to an equitable |adjustment prior to the date then stated in Paragraph C.

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F. Nothing in this clause shall affect the right of the Con- )tractor to terminate this Subcontract pursuant to theclaus 2 of this Subcontract entitled "Termination for Con-venience'. |

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SC-20 CERTIFIED PAYROLLS

In addition to the copies of certified payrolls that areto be submitted each week to the Subcontract Adminis"trator, one copy will also be submitted to the Site Man-ager.

SC-21 SUBCONTRACTOR'S LIABILITY

The Subcontractor has total liability for all of his owneqitipment, supplies, tools, etc., brought on the job siteor used in the performance of his subcontract.

SC-22 COLORADO SALES AND USS TAX

A. Upon obtaining a certificate from the Colorado Departmentof Revenue, the Subcontractor shall be exempt from stateand local sales and use tax on the purchase of construc-tion materials for use in the building, erection, altera-tion, or repair of structures, highways, roads, streets,and other public works owned and used by the UnitedStates Government, the State of Colorado, its departmentsand institutions, and its political subdivisions in theirgovernmental capacities only.

B. The City of Denver does not exempt materials purchased bya Subcontractor for use in a job for an exempt institu-tion.

C. Consumable supplies used in the performance of the Sub-contract and not becoming part of the permanent construc-tion project would be taxable to the Subcontractor.

) Document No. 5025-RFL-S-01-00167-03) Issued for Construction-Revision 1

Special Conditions 413dSRFL-PH-I 00800 - 31 080988

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| D. Enclosed is Colorado Application for Exemption Certi-ficate, form DR172, which may be reproduced as neces-

.sary. For the purposes of this Subcontract, all ref-

| erences to "Contractor' shall mean the ' Subcontractor",| and all references to "Subcontractor" shall mean'

' lower-tier subcontractor". One certificate should coverthe entire Subcontract if all Colorado locations arelisted in Item 6. Item 10 must be 'no" and Item 12should be as late a date as anticipated to avoid re-questing extensions.

E. Lower-tier subcontractors who furnish and installpermanent materials shall obtain their own exemptioncertificates for the purchase of materials.

SC-23 MEASUREMENT AND PAYMENT

A. Unless otherwise provided in the Subcontract Documents,no separate measurement or payment will be made for com-pliance with the provisions of the General Provisions,General Conditions and Special Conditions. Full compen-sation for such work will be considered to be included inthe related items of Bid Schedule or incidental to theSubcontract.

B. Payment for the cost of premiums paid by the Subcon-tractor to obtain performance and payment bonds will beas specified in Article GP-8.E of the General Provisions.The Subcontractor shall quote the price for the premiumsby the lump sum in the Bid Schedule. (Bid Schedule Item002)

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END OF SECfION 00800f

Document No. 5025-RFL-S-01-00167-03,

Issued for Construction-Revision 1 |Special Conditions 4198S |

RFL-PH-I 00800 - 32 080988,

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LEAVE THIS PAGE BLANK FOR FORM

(STATE OF COLORADO) f

(APPLICATION FOR EXEMPTION CERTIFICATE) i

FORM IS PROVIDED AT THE END OF 'rHIS SECTION.

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i STK3 OF CO103AJO :

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i DIPARTMINT OF RIVENUE -

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d A 'g= ;.,a & ' _:Denver. Colorado 802C4 1.O O. !

* Tele; heme: 303: 7!??? *D'.*l St0 332 2083 (within Cote. only) -

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APPLICATION FOR EXEPSTION CERTIFICATE

The following information is required for an exemption certificate on an exemptconstruction project as defined in 39-26-114 (1)(a)(XIX, CRS 1973, as' amended.

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This exemption does not include or apply to the purchase or rental of equipment,supplies, and materials which are purchased, rented, or consumed by the contractorOnd which do not beceme a part of the structure, highway, road, street, or otherpublic works owned and used by the exempt organization.

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1. Exempt Agency's Sales Tax Exemption Number'

2. Exerpt Agency with shich Centrxt Ws thde '

. 3. PresentOmeroftheProject-

4. Centract Nu-ler ~ *

5. Ib:cribe Ty;= of Cmstnetico

6. Locatien of Job '*

!7. Pri.m Centnctor

8. Totsi Amount of Your Contract s

9. Amount of Haterial (Dollar Value) $,

10. Vss Colorado Sales Tax Included in Your Bid?f

11. Date You Vill Start Work

12. Expected' Completion Date (Month / Day / Year)

NOTE: A separate certificate is required for the prime contrac' tor and all sub-contractors. Sub-contractors may not cinim exemption under the prime ||contractor's certificate. '

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DBA or TRADE NAME ',

!ADDRESS: Location

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!Mailing ;

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IBy: Date:

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Specifications

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Division 11 General Requirements

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| SECTION 01010

SUMMARY OF WORK

PART 1 - GENERAL f;

1.1 DESCRIPTION OF THE PROJECT !

A. General: The work under this subcontract is at two sites,known as the Old Rifle Processing Site and the New Rifle,Processin? Site, both located near the town of Rifle inGarfield County, west central Colorado. The Old RifleProcessing Site consists of a mill site and tailings pileareas, with one existing building and some remainingpavements snd walls. The New Tifle Processing Site in-

|cludes a number of abandoned milA buildings in addition to

1tailings pile areas, settling ponds, and retention basins. ;

B. Certain facilities specified in this Subcontract are re-quired in greater than one number as shown on ' the Subcon-tract Drawings. References made in singular shall be con-sidered to apply to facilities to be provided at bothsites. The sizes and shapes of these facilities may be '

different at each site..

C. Project Location: Both the Old Rifle Processing Site ;

(also referred to in the Subcontract Documents as the oldRifle site) and the New Rifle Processing Site (also refer-red to in the Subcontract documents as the new Rifle site)are located to the south of the town of Rifle and U. S. |Highway 6, and north of the Colorado River and Interstate *

Highway 70. The Denver and Rio Grande Western Railroadpasses both sites and forms the south boundary of the oldRifle site and the north boundary of the new Rifle site.The old Rifle site is located to the southeast of the town iof Rifle, and is approximately 2.2 miles east of the newRifle site. The specific locations of each site are as .

follows: !,

1. Old Rifle Processing Site: Contains approximately 22acres, located east of the main Rifle intersection, i

between U. S. Hignway 6 and State Highway 13, and 0.7miles South of U. S. Highway 6, in Sections 15-16 T6S,

,

|R93W, 6th PM. ;

{2. New Rifle Site Contains approximately 142 acres, !

located approximately 1.5 milta west of tne main Rifleintersection between U. S. Highway 6 and State Highway :

( 13, in Section 18 T6S, R93W, 6th PM. !

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Summary of Work 4199SRFL-PH-I 01010 - 1 080988

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(D. Description of the Work:

1. The Work under this subcontract consists primarily ofthe following activities:

a. Site clearing.

b. Identification and characterization of suspectedhazardous wastes.

c. Removal of asbestos containing and identifiednon-hazardous waste materials.

d. Demolition of existing structures and utilities,

e. Sealing of abandoned wells.,

if. Removal of existing fences. |

g. Establishment of temporary and construction facili- ;

ties.,

h. Excavation of tailings and contaminated materialsfrom the tailings piles and other areas of thesites,

i. Jarthwork related to the establishment of tempo-tary and construction facilities.

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2. Construction site access will utilize existing accesslocations at both sites.)*

1.2 SCOPE OF WORK,

A. General:

1. The Work comprises site work and plant demolitionrequired to prepare each site for later transportationof uranium mill tailings to a disposal site. The Work :is outlined in Article 1.2.8 below, and more fully i

detailed in the Specification Sections and Subcontract !

Drawings included herein.

2. The Work includes furnishing all plant, labor, tools,equipment, materials, transportation, and services, :,

. and performing all operations necessary for and pro- '

perly incidental to the construction as shown and,noted on the Subcontract Drawings and as specified in !

these Specifications.|

* P.I.D. 06-s-03,

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Document No. 5025-RFL-S-01-0G168-03 i

Issued for Construction-Re',ision 1 '

Summary of Work 4199S |

RFL-PH-I 01010 - 2 080988

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B. The Work Includes:

1. Mobilization: Mobilization, as specified in Section01019. j

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2. Temporary Facilities: Temporary facilities, as spe-citied in Section 01500.

3. Dust Control Dust generated by vehicle use, demo-lished materials stockpiling, contaminated materialsexcavation and stockpiling, placement of fills orembankments, and other activities to be controlled andminimized by the use of water and water-based surfac-tants sprayed from hoses or trucks, as specified inSection 01500. '

[4. Suspected Hazardous Waste Characterization: Charac-terization including an analysis for U-NAT, T-230,T-232 and Ra-226 of all suspected hazardous waste onthe site and preparation of a report which will coverrecommended methods of disposal of such waste encoun-tered.)*

(5.]* Demolition: All buildings, foundations, structures,conveyors, bins, tanks, scales, trackage, vehicles,drums, existing fences, and piping from the uranium- :vanadium mills at both Rifle sites to be demolished Iand stockpiled on site, as specified in Section 02050,for later removal, under another contract, to tnetailings embankment disposal site.

(6.]* Removal, plugging and abandoning, and demolition of !existing utilities as specified in Section 02060.

[7.]* Removal and stockpiling of asbestos containing mate- '

rials and identified hazardous waste materials, a.1specified in Section 02031.

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[8. }* Sealing of existing test wells as specified in Section02090.

!(9.)* ConstrurLion: Construction, including but not limitedto, *.;ie following: '

fa. Ekcavation of tailings and contaminated materials

from the site areas, and earthwork for retention;

basins, ditches, decontamination pads, pipes, and !the like, as specified in Section 02200.

|* P.I.D. 06-s-03|

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Summary of Work 4199SRFL-PH-1 01010 - 3 080988

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b. Construction of paved or pavement overlay accessfrom U. S. Highway 6 into the processing sites andWindblown areas as specified in Section 02500.

c. Construction of drainage piping, ditches, reten-tion ponds, and wastewater treatment plant pads,for conveying and retaining contaminated runoff

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water and sediment generated on-site, for use indust control, or for later treatment, as specifiedin Section 02141 and 02771.

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d. Construction of new drainage line to collect waterflowing onto the old Rifle site through the exist-ing pipe culvert under U.S. Highway 6, and toconvey it across the site and under the adjoiningDenver and Rio Grande Western railroad tracks to adischarge point at the Colorado River, as speci-fied in Sections 02612, 02613, and 02618.

e. Construction of new fences and gates, and repairof existing fences, to provide perimeter fencingaround both processing sites, as specified in3ections 02832 and 02833.

f. Access control and staging areas and decontamina-tion pad construction at the locations shown onthe Drawings, as specified in Sections 02500 and03000.

C. The above description of the Work is for general informa-tion only, and in no way limits the responsioility of the ;

Subcontractor for constructing the Work in strict accor- !

dance with the Subcontract Drawings and Specifications<listed in the Table of contents. ;

D. Environmental Observations: The Work shall be performedin strict accordance with the applicable requirements ofEPA, City of Rifle, Garfield County, the Colorado Depart-ment of Health, and other involved state and federel I

agencies (see Article SC-11 of Special Conditions for list,

of permits) having jurisdiction, and in accordance with ;the requirements of General Provisions, General Conditionsand Special Conditions. ,

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[1.3 EXAMINATION OF SUBCONTRACT DOCUMENTS, SITE, AND CON-DITIONS OF WORK

A. Before submitting a Bid, the Subcontractor shall (a) exa-mine the Subcontract Documents thoroughly, (b) visit the !

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Summary of Work 4199S |RFL-PH-I 01010 - 4 080988 '

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| site to familiarize himself with local conditions that mayin any manner affect cost, progress or performance of theWork, (c) familiarize himself with federal, state andlocal laws, ordinances, rules and regulations enat may inany manner affect cost, progress, or performance of the

i Works and (d) study and carefully corelate his observa-| tions with the Subcontract Documents.

S. Before submitting his Bid the Subcontractor shall, at hisown expense, make such additional investigations, measure-ments, and tests as he may deem necessary to determine hisBid for performance of the Work in accordance with thetime, scope of work, and other terms and conditions of theSubcontract Documents including the following. Upon :

request, the Contractor will provide the Subcontractoraccess to the site to conduct such investigations, mea-surements, and tests as he deems necessary for submissionof his Bid.

1. Since the site is a controlled access Site, the Con-tractor will retain the right to approve the tests and '

the methods of tests,f

2. All testing and visits shall be under the Contractor's !control and shall conform with the requirements of theContractor's radiological and health and safety guide- j

lines.

C. The submission of a Bid will constitute an incontrover-,

tible representation by the Subcontractor that he has com-Plied with every requirement of this Article.]*

(l.4)* OTHER SUBCONTRACTS

iA. A following subcontract will be awarded by the Contractorat a later date and may be in progress during the term ofthis Subcontract. The Contractor or his authorized repre-sentative will be responsible for coordinating all activi- ;

ties between the subcontractors in accordance with therequirements of Article SC-3. A of the Special Conditions.The other Subcontract will be designated as i

1. Phase II Main Construction Subcontract I

(1.5)* CONSTRUCTION SEQUENCE

A. Unless otherwise specified, directed, or modified, theSubcontractor shall follow the sequence of operations as

* P.I.D. 06-S-03

Document No. 5025-RFL-S-01-00168-03( Issued for Construction-Revision 1( Summary of Work 4199S

RFL-PH-I 01010 - 5 060988

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set forth below. Full compensation for conforming to suchrequirements will be considered to be included in the BidSchedule items of Work and no additional compensation willbe allowed therefor.

P. Sequence of Operations:

1. Mobilization at the new affle site.(2. Identification and characteri:ation of suspected

hazardous waste materials for removal and disposalpurposes.

3. Removal of asbestos containing and suspected hazardouswaste materials.]*

(4.]* Excavation of contaminated m/,terials ira he accessroad, access control area, and decontamination controlarea, and demolition of the existing facilities fromthe access controi area at the now Rifle site,followed by backfilling with (uncontaminated]* borrowmaterial from off-site borrow pits.

[5.]* Fencing of tne access control area, and site peri-meter, at the new Rifle site.

[6.]' Installation of utilities, gravel surfacing, and of-fice trailers for the access control area at tne newRifle site.

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[7.]* Disconnection and removal of existing utilities not I

required for Phase I or Phase II construction at thenew Rifle site.

(8.]* Construction of decontamination pad and wastewaterfacilities at the new Rifle site.[9.]* Perform the work at the old Rifle site comparable to

that covered in Items 1 through 6, above, followingthe same sequence. The Assay Building at the oldRifle site must be demolished prior to excavating con-taminated materials. This work may overlap that re-quired at the new Rifle site, provided that the sene-dule is approved by the Contractor. '

(10.)* Excavation and construction of retention ponds,ditches, liners, and ,astewater treatment plant pads,at botn sites.

* P.I.D. 06-S-03



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(11. )* Installation of the cross draissage pipeline across theold Rifle site and under tne Denver and Rio GrandeWestern railroad track.

(12. )* Demolition and stockpiling of existing mill facilitiesat both sites.

[13.]* Demobilization at both sites.

(1.6)* SUBCONTRACT DRAWINGS

A. A list of subcontract Drawings and Titles is given in theTable of Contents of these Subcontract Documents under"Subcontract Drawings'.

B. Where 'as shown,' *as detailed," 'as noted,' or words oflike meaning are used in the Subcontract Documents, itanall be understood that reference is being made to theSubcontract Drawings unless otherwise specified.

(1.7)* TIME OF COMPLETION

A. The Subcontractor shall commence Work under this Subcon-tract within five (5) calendar days from receipt of Noticeto Proceed, and shall ' complete the Work within 365 calen-car days of receipt of Notice to Proceed.

B. Termination for default, damages for delay and time exten-sions are specified in Article GP-6 of General Provisions.

(1.B]* CODES AND STANDARDS

A. Pursuant to Section GC-3 of the General Conditions, anym.4terial, method, or procedure specified by reference tothe number, symbol, or title of a specific specificationor standard, such as a Commercial Standard, AmericanNational Standard, Federal or State Specification, Indus-try or Government Code, a trade association code or stan-dard, or other similar standard, shall comply with therequirements in the latest revision thereof and any amend-ments or supplements thereto in effect on the date of(Award of the Subcontract)*, except as limited to type,class or grade, or modified in such reference.

* P.I.D. 06-S-03



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B. The code, specification or standard referred to, except asmodified in these Specifications, shall have full forceand effect as though printed in these Specifications.These Specifications and standarde are not furnished tobidders since manufacturers and trades involved are as-sumed to be familiar with their requirements. The Con-tractor will furnish, upon request, information as to howcopies of the specifications and standards referred to maybe obtained.

(1.9]* MANUFACTURERS' SPECIFICATIONS AND INSTRUCTIONS

A. (Unless otherwise indicated or specified, all manufacturedmaterials, products, processes, equipment, or the likeshall be installed or applied in accordance with the manu-facturers' instructions, directions, or specifications.Said installation or application snall be in accordancewith printed instructions furnished by the manufacturer ofthe material or equipment concerned for use under condi-tions similar to those at the jobsite. Two copies of suchinstructions shall ne furnished to the Contractor and' hisacceptance thereof obtained before work is begun.)*

B. Any deviation from the manufacturers' printed recommen-dations shall be explained and acknowledged as correct forthe circumstances, in writing by the particular manufac-turer. Subcontractor will be held responsible for allinstallations contrary to the manafacturers' recommenda-tions. If any item of material or equipment is found tobe installed not in accordance with the manufacturer'srecommendations, Subcontractor shall make all changesnecessary to achieve such compliance without additionalcost to the contractor.

11.10)* WORK QUALITY

A. Shop and field work shall be performed by qualifiedcraftsmen. All work on this Project shall be performed inaccordance with the best practices of the various tradesinvolved and in accordance with the Subcontract Drawings, ireviewed shop drawings, and these Specifications. i

B. All Work shall be erected and installed plumb, level, :

square and true, or true to indicated angle, and in proper !alignment and relationship to tne work of other trades, j

All finished work shall be free from defects and damage. !

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C. The Contractor reserves the right to reject any materialsand work quality which are not considered to be up to the'

j highest standards of tne various trades involved. Suchinferior material or' work quality shall be repaired or.

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replaced, as directed, at no additional cost to the Con-tractor.

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(1.11)* FIELD MEASUREMENT AND TEMPLATES

Subcontractor shall secure all field measurements requiredfor proper and accurate factication and installation of

j tne work included in this subcontract. Exact measurementsare the Subcontractor's responsibility. Subcontractorshall also f urnish or obtain all templates, patterns, and

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setting instructions required for the installation of allwork. All dimensions shall be verified by the Subcon-tractor in the field.

[1.12)* ACCESS TO WORK

A. Pursuant to the provisions of Article GP-ll of the GeneralProvisions,. the authorized agents of the following agen-cies will also have the rignt of access to inspect theWork covered by these Subcontract Documents during theperformance of this Subcontract:

1. United States Department of Energy (DOE)

2. United States Nuclear Regulatory Commission (NRC)

3. Colorado Department of Health, Radiation Control Divi-sion

4. Various Agencies Listed in Article SC-12 of the Spe-cial Conditions

5. Other Local, State and Federal Agencies

B. The inspections will be performed in conjunction with aninspection by the Contractor. Reasonable facilities forthe proper handling and inspection of the materials andthe Work shall be furnished by the Subcontractor.

PART 2 - PRODUCTS

(Not Used)

* P.I.D. 06-S-03

Document No. 5025-RFL-S-01-00168-03It sued for Construction-Revision 1

Summary of Work 41995RFL-PH-I 01010 - 9 080986

| PART 3 - EXECUTION

(Not Used)

PART 4 - MBASUREMENT AND PAYMENT

(Not Used)


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Document No. 5025-RFL-S-01-00168-03Issued for Construction-Revision 1 |

Summary of Work 41995 '

RFL-PH-I 01010 - 10 08094d

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ISECTION 01019I i

| MOSILIZATIONi:

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PART 1 - GENERAL ;

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[1.1 SCOPE i.

1

A. This Specification Section covers the followings f

1. Organization and mobilization of Subcontractor'sforces and equipment;

2. Transporting construction plant and equipment to the !site and setting up of same; j

3. Transporting tools, materials, and equipment to the !sites and ;

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4. Furnishing, installation, construction, maintenance, |opSration, and subsequent removal and disposal of jtemporary facilities not separately paid for under ;

other Sections of Subcontract Documents but required !for construction of permanent facilities. |

;

5. Subsequent removal of construction equipment, mate- i

rials and supplies; decontamination of equipment for !

|salvages cleaning of the sites and restoration andreseeding of offsite temporary facilities. :

1

1.2 RELATED WORK

Section 01500 - Temporary Facilities

1.3 DESCRIPTION|

|A. Mobilisation shall include: j

1. Furnishing, installation / construction of temporary )facilities identified in Article 1.1.A.4 a bove , and !

mobilisation of all construction equipment, mate- |tials, supplies, appurtenances, and the like, mannedand ready for commencing and performing the Work.

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Mobilization 4200S '

RFL-PH-I 01019 - 1 0W0988i

2. Assembly and delivery to the site of plcnt, equipment,materials, and supplies necessary for the performanceof the Work but which are not intended to be incorpo-rated in the works the preparation of the Subcon-tractor's work areas the complete assembly, in workingorder, of equipment necessary to perforn the requiredworks personnel services preparatory to commencingactual work; and all other preparatory work requiredto permit comnencement of the actual work on construc-tion items for which payment 4. s provided under theSubcontract.

3. Decontamination of temporary facilities, equipment,materials, supplies, appurtenances; and cleaning ofequipment for salvage.

4. Subsequent removal from tne site of all constructionequipment, materials, supplies, appurtenances, and thelike upon completion of the work.

5. Maintenance, operation, subsequent removal and dispo-sal of temporary facilities identified in Article

j 1.1.A.4 above, as required by the Contractor, cleaningof the site, and restoration and reseeding.

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION

(Not Used)

PART 4 - MEASUREMENT AND PAYMENT

4.1 MEASUREMENT

Measurement for payment for mobilization will be by thelump sua Lasis.


Mooilization 4200SRFL-PH-I 01019 - 2 080988

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|| 4.2 PAYMENT|

| A. Payment for mobilization will be by the lump sum pr'ce| quoted therefor in tne Bid Schedule, and shall include cli| items except as specified herein. Payment for mobiliza-

tion will be made as follows:i

1. Payment of 50 percent of the lump sum price will bemade upon completion of ' move-in . Move-in is definedd

,

as organization of the Subcontractor's manpower and ,

equipment, transporting equipment to tne site, and ,

installation of Subcontractor's field office and other '

supporting structures.'

2. Payment of the remaining 50 percent of the lump sumprice will be made upon completion of work correspond-ing to 10 percent of the total price quoted in the Bid ,

Schedule exclusive of the price quoted for moeiliza- |tion.

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B. Payment for furnishing, installing, operating, maintain-ing, decontaminating, removing, and disposal, if re- t

quired, of temporary facilities not specifically includedfor payment under any other Bid Item will ce considered to i

be included in the aid Schedule item for Mobilization.;

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END OF SECTION 01019 ,

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Mobilization 4200SRFL-PH-I 01019 - 3 060968

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SECTION 01025

MEASUREMENT AND PAYMENT I

PART 1 - GENERAL|!

1.1 SCOPE.

A. This Specification Section covern descriptions of measure- ;

ment and payment as they apply to tnis succontract. The i

provisions of this Section shall be supplemental to the i'

requirements specified in General Provisions, General Con-ditions and Special Conditions.

B. Measurement methods specified in the individual Sections !of these Specifications shall govern if they differ from !

methods specified in this section. Ii

C. The Subcont ractor will compute all quantities. Where !necessary, such computations will be based upon surveys ;

performed by the Subcontractor.|ti

1.2 RELATED WORK|

Article GP-8 Payments to Subcon- !A. General Provisions -

tractor.

| (8. General Conditions - Section GC-45: Progress Payment.)*

Article SC-17: Variations in Quan- (I C. Special Conditions -

| tities.|

| \i D. Section 01052 - Layout of Work and Surveys.1

i E. Section 01300 Submittals: Schedule of Values and Pro- |-

| gress Payment Schedule. |

1.3 MEASUREMENT OF QUANTITIES

A. Measurement Standards: All work to be paid for at a Con- .Itract price per unit of measurement will be measured by

|the Contractor in accordance with United States Standard i

Measures. A ton shall consist of 2,000 pounds avoirdupois. ||

* P.I.D. 06-S-03 i

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Measurement and Payment 4201SRTL-PH-I 01025 - A 040984.

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B. Measurement by Weight:

1. Reinforcing steel, steel shapes, castings, miscella-neous metal, metal fabricstions, and similar items, tobe paid f or by weigne, shall be measured by scale orby handbook weights for the type and quantity ofnatorial actually furnished and used.

2. Material to be measured and paid for by weight shallbe weighed on accurate, Contractor-approved scales,furnished by and at the expense of tne Subcontractor.Use platform scales of sufficient size and capacity topermit the entire vehicle or combination of veniclesto rest on the scale platform while being weighed.Comoination vehicles may be weighed as separate unitsprovided they are disconnected while being weighed.All scales shall be inspected and certified as oftenas tne Contractor may deem necessary to ascertainaccuracy. Costs incurred, as a result of regulating,adjusting, testing, inspecting, and certifying scales,anall be borne by the Subcontractor.

3. The Contractor may be present to witness the weighingand to check and compile the daily record of suchscale weights; however, in any case, the Contractorwill require that the Subcontractor furnish weighslips and daily summary weigh sheets. A duplicateweigh slip or a load slip for each venicle weighedshall be delivered to the Contractor at the point ofdelivery of the material.

4. If the material is shipped by rail, the certified carweights will be accepted, provided that only actual |weight of material will be paid for and not minimum

|car used for assessing freight tariff. Car weights I

will not be acceptable for material to be passed l

through mixing plants.

5. Trucks used to haul material being paid for by weightshall be weighed empty daily and at such additionaltimes as the Contractor may require. Each truck shallbear a plainly legible identification mark. The Con-

3tractor may require the weight of the material vsti-lfled by weighing empty and loaded trucks on suen other '

scales as the Contractor may designate.Ic. Measurement By volumesq

1. Measurement by volume will be by the cubic dimensionlisted or indicated in the Bid Senedule. Method of

Document No. 5025-RFL-S-01-00170-03Isaued for Construction-Revision 1

Measurement and Payment 420lSf RTL-PH-I 01025 - 2 060968

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volume measurement will be as determined or directedby the Contractor.

2. When material is to be measured and paid for on avolume basis and it is impractical to determine thevolume by the specified method of measurement, or whenrequested oy tne Succontractor in writing and acceptedby the Contractor in writing, tne material will beweighed in accordance with the requirements specifiedfor weight measurement. Such weights will be con-verted to volume measurement for payment purposes.Factors for conversion from weight measurement tovolume measurement will be determined by tne Con-tractor and shall De agreed to by the Subcontractorbefore such metnod of measurement of pay quantitieswill be accepted.

D. Measurement by Areat Measurement by area will De by thesquare dimension listed or indicated in the Bid Schedule.Method of square measurement will be as determined ordirected by the Contractor.

E. Linear Measurement: Linear measuredent will be by thelir. ear dimension listed or indicated in the aid Schedule.Method of linear measurement will be as determined ordirected by the Contractor. Generally, items, components,or work to be measured will be me6sured at the centerlineof the item in place.

F. Lump-Sum Measurements

|1. Lump-sum measurement will be for the entire item, unit!

of work, structure, or combination thereof, as listed lor indicated in the Did Schedule. |

2. If the Subcontractor requests progress payments forlump-sum items or amounts in the aid Schedule, suchprogress payments will be made in accordance witn aSchedule of Values for that item as specified inSection GC-48 of the General Conditions and ArticleSC-15 of the Special Conditions,

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1.4 FIELD MEASUREMENT FOR PAYMENT

A. The Subcontractor shall compute all quantities of Work)performed or of materials and equipment delivered to ene

site, for payment purposes.

| Document No. 5025-RFL-S-01-00170-03| Issued for Construction-Revision 1

Measurement and Payment 4201Sf RFL-PH-I 01025 - 3 000966

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B. The Subcontractor shall assist the Contractor in the tak-ing of measurements by providing all equipment, workers,and survey crews, as required, for verification of quanti-ties by the Contractor in accordance with the provisionsof Section 01052 of these Specifications.

C. All such assistance in measurement services required ofthe Subcontractor, as specified, shall be performed underthe direction and supervision of the Contractor.

1.5 PAYMENT

A. Payment will be full compensation for furnishing alllabor, materials, tools, equipment, transportation, ser-vices, and incidentals, as specified, in Article GP-8 ofthe General Provisions and Section GC-4B of the GeneralConditions, and for performing all work necessary for com-pleting the erection or installation of the item or workclassification, including all adjusting a. T balancing,,

testing, cleaning, and all other incidental wo .t.

B. Full compensation for all expense involved in conformingto the requirements for measuring materials or work shallbe considered as included in the unit or lump-sum pricespaid for the materials or work being measured, and noadditional compensation will be permitted therefor.

1.6 VALUES OF UNIT PP. ICES

A. The number of units and quantities contained in the BidSchedule are approximate only, and final payment will bemade for the actual number of units and quantities whichare incorporated in or made necessary by the Work includedin this Subcontract.

B. In the event that work and/or materials or equipment arerequired to be furnished to a greater or lesser extentthan is indicated by the Subcontract Drawings andSpecifications, such work and/or materials or equipmentshall be furnished in greater or lesser quantities, andthe adjustment in unit price shall be made as specified inArticle SC-17 of the Special Conditions.


Measurement and Payment 4201SRFL-PH-I 01025 - 4 080968

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i1.7 REJECTED MATERIALS '

Quantities of material wasted or disposed of in a mannernot called for under the Subcontract; rejected loads ofmaterial, including material rejected after it has beenplaced by reasons of the failure of the Subcontractor toconform to the provisions of the Subcontract; materisi notunloaded from the transportin9 vehicle; material placedoutside the limits indicated on the Subcontract Drawingsor established by the Contractor; or material remaining onhand after completion of the Woix, will not be paid for,and such quantities shall not be included in the finaltotal quantities. No compensation will be permitted forloading, hauling, and disposing of rejected material.

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION

(Not Used)


4.1 MEASUREMENT

Separate measurement for payment will not be made for workrequired under this Seccion.

4.2 PAYMENT

Separate payment will not be made for work required underthis Section. All costs in connection with the workspecified herein will be considered to be included in therelated itet of work in the Bid Schedule, or incidental tothe Subcontract.



Measurement and Payment 420lSRFL-PH-I 01025 - 5 080968

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SECTION 01052

LAYOUT OF WORK AND SURVEYS

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PART 1 - GENERAL

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1.1 SCOPE

A. This Specification. Section covers the procedures aaccuracy requirements for survey services for layout ofwork and field measurement of work quantities to be deter-mined by surveys.

B. Before commencing any layout of work and surysys, the Sub-contractor shall give the Contractor five working days

; written notice in advance so that the Contractor maywitnest. such work. -

;

C. (deleted]*1

1.2 DESCRIPTION

A. (Re~ nce Points: The reference points to be provided bythe sntractor will include referenced monuments andelevation bench marks in the vicinity of the Project.]*Initial reference points will be furnished by the Contrac-tor. Replacement of survey stakes by the Contractor willbe charged to the Subcontractor at a rate of $150 per [hour. All other necessary reference points shall beestablished by the Subcontractor.

B. The Subcontractor shall furnish all necessary detail sur-,

veys including all lines, grades, and appropriate surveys; as specified.

)

C. The Contractor reserves the right to perform any desired !,

! checking and/or correction of the Subcontractor's surveysbut this shall not relieve the Subcontractor of responsi-,

bility for the adequate performance of the work.

D. Equipment and Personnel The Subcontractor's instrumentsand other survey equipment shall be accurate, suitable forthe surveys required in accordance with recognized profes-

#

sional standards, and in proper condition and adjustment'

at all times.

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* P.I.D. 06-S-03

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|Document No. 5025-RFL-S-01-00171-03Issued for Construction-Revision 1

Layout of Work and Surveys 4202Sj RFL-PH-I 01052 - 1 080988,

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E. Field Notes and Records: The Subcontractor shall record I

surveys in duplicate page field notebooks. The originali

pages of such records shall be furnished to the Contractor '

at intervals required by the Contractor. A duplicate ofeach field notebook shall be furnished to the Contractorwhen filled or completed.

'

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F. Use by the Contractor: The Contractor may at any time useline and grade points and markers establisned by the Sub-contractor. The Subcontractor's surveys are a part of theWork and may be checked by the Contractor or representa-tives of the Contractor at any time. The Subcontractorshall be responsible for any lines, grades, or measure-ments which do not comply with specified or proper toler-ances, or which are otherwise defective, and for anyresultant defects in the Work. The subcontractor will berequired to conduct re-surveys or check surveys to correcterrors indicated by review of the field notebooks orotherwise detected.

1.3 SURVEYS FOR LAYOUT AND PERFORMANCE

The Subcontractor shall perform all surveys for layout andperformance of the Work, and shall reduce the field notesand make all necessary calculations and drawings necessaryto carry out such work. !

1.4 SURVEYS FOR MEASUREMENT FOR PAYMENT

When the Specifications or the Contractor require BidSchedule items of work to be measured by surveyingmethods, the Subcontractor shall perform the surveys. Allsuch surveys, including control surveys run for establish-ing the measurement reference lines, shall be performed inthe presence of the Contractor (or a representative of theContractor) who will witness the surveying operation bysigning the field notes or keeping duplicate field notes,at the Contractor's option. The Subcontractor will reducethe field notes and calculate final quantities for paymentpurposes. A duplicate of the note reductions and calcula-tions will be given to the Contractor.

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Document No. 5025-RPL-St01-00171-03' Iscued for Construction-Revir. ion 1

Layout of Work and Surveys 4202SI RFL-PH-I 01052 - 2 080988

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l.5 SURVEYING ACCURACY AND TOLERANCES IN LAYOUT OF SURVEYSTAKES

|| A. Tolerances in layout of Work shall not exceed the| following:

Type of Line or Mark Horizontal Position Elevation|

Permanent reference points 1 in 10,000 t .01 ft.'

General Excavationand earthwork 1 in 2,000 1 10 ft.

B. Tolerances for designed thicknesses shown on SubcontractDrawings and for elevations shown on the SubcontractDrawings shall be 1 0.10 foot.

C. These tolerances shall not supersede stricter tolerancesrequired by the Drawings or Specifications, or by thegoverning authorities, and shall not otherwise relieve theSubcontractor of responsibility for measurement in com-pliance therewith.

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION

(Not Used)

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4.1 MEASUREMENT4

Separate measurement for payment will not be made for workrequired under this Section.

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Document No. 5025-RFL-S-01-00171-03Issued for Construction-Revision 1 '

Layout of Work and Surveys 4202SRFL-PH-I 01052 - 3 080988

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4.2 PAYMENT1

| Separate payment will not be made for work required underthis Section. All costs in connection with the workspecified herein will be considered to be included in the i

related item of work in the Bid Schedule, or incidental tothe Subcontract.

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Layout of Work and Surveys 4202SRFL-PH-I 01052 - 4 080988

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SECTION 01300

SUBMITTALS

PART 1 - GENERAL

1.1 DESCRIPTION

A. This Specification Section describes the requirements forthe following submittals:

1. Technical Submittals:

a. Schedule of Technical Subreittalsb. Shop Drawingsc. Samplesd. Product Datae. Manufacturer's Instructionsf. Design Calculations and Design Drawings9 Winter Shutdown Plan

2. General Submittals:'

a. Schedule of General Submittalsb. Site Mobilization Schedulec. Project Construction Scheduled. Schedule of Values / Cost Profilee. Labor ind Equipment Rates

3. Submittals Not Requiring Approval:

a. Weekly Status Reportsj

b. Weekly Manhour Reports / Employee Rosterc. Certified Payrolld. Monthly Schedule Updates

( B. The requirements specified in this Section shall besupplemental to the requirements specified in General

| Provisions, General Conditions, Special Conditions and anyother requirements specified in individual sections.

C. All submittals shall be in the English language.

D. The Subcontractor shall submit all submittals to the SiteManager. A copy of the submittal, marked "InformationOnly,' shall be sent to the Subcontract Administrator bythe Subcontractor.

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Submittals 4203SRFL-PH-I 01300 - 1 080986

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E. Technical and General 'Submittals shall be ' numericallyserialized by type, Technical Submittal with a "T' prefix(T-1~, T-2, T-3, etc. ) and General Submittals with a "G"prefix (G-1, G-2, G-3, etc.).

F. The Site Manager will clearly label the submittals as fol-lows and return to the Subcontractor:-

1. Approved2. Approved as Noted3. Revise and Resubmit,

' 4. Rejected .

S. Information Onlyi

G. When submittals are returned marked with either '' Reviseand Resubmit' or "Rejected" the Subcontractor shall make >

such revisions and corrections as required and resubmitthe submittal with the same submittal number followed by- i

R1 (Revision One). Example: T-5 - R1. ;

1.2 TECHNICAL SUBMITTALS -

|'A. Schedule of Technical Submittals:

1. The Subcontractor shall prepare and submit a Tech-nical Submittals Schedule listing all technical sub-mittals required per this Section.

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2. The Technical Submittals Schedule shall separate sub- |mittals by major specification section. This scheduleshall include submittal delivery dates, requiredreturn dates, material delivery dates, and other ,

pertinent data which may be required to ensure that '

the project schedule is met by the Subcontractor.\3. This Schedule shall be continually updated to reflect j

progress and any additions or deletions to the submit-|

tal schedule. Copjes of the updated schedule shall be i

furnished to the Contractor during the first week of j

each calendar month.|

S. Shop Drawings:

1. Shop drawings shall establish the actual detail of all imanufactured or fabricated items, indicate properrelation of adjoining work, and incorporate minor

ichanges of design or construction to suit actual jconditions. Shop drawings shall be drawn to scale andshall be completely dimensioned.

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Document No. 5025-RFL-S-01-00172-03 Li Issued for Construction-Revision 1 ii Submittals 4203S '

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2. Sheet sizes of shop drawings shall be 8 1/2 inches x11 inches, 11 inches x 17 inches, or 22 inches x 34 1

inches.

3. A clear space of 3 inch by 3 inch shall be provided on-each drawing for the Contractor's review stamp andcomments.

4. Shop drawings shall be submitted to the Contractor inthe form of a. reproducible transparency, together withthree blackline or blueline prints.

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5. After the Contractor has completed his review of shopdrawings, he will return one print to the Subcontrac-

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tot indicating the approval status as descrioed inArticle 1.1.D.

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6. The Contractor will review and generally return shop'

drawings within ten days of receipt by the SiteManager but in no case will this process take longer

| than 30 days.1

C. Samples:

; 1. The Subcontractor shall furnish the Contractor at'least three samples of each of the various materials,together with the finish thereon, as specified for and4

intended to be used on or in the work. Samples shall '

be sent to the Contractor.

i 2. The Subcontractor shall submit all samples to the Con- i| tractor at least 21 days before purchasing, fabricat- |

ing, applying, or installing sucn materials and !'

, finishes, unless otherwise stated. The Contractor |2 will review the samples for visual aspects such as t

kind, color, pattern, and texture, and will approve or| ask for resubmittal of samples generally witnin 10 i'

days but in no case longer than thirty days of the !Subcontractor's submittal. All approvals of samples i

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will be given by the Contractor 1,n writing.|

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j 3. Unless otherwise specified in the various sections of; these specifications, the Subcontractor shall submitj all samples, other than field samples, in triplicate.

A cover letter shall accompany the sample and shall ',

: list all items being transmitted, designating their,!

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particular usage and location in the project.;

4. After the Contractor has performed his review and i,

; analysis of samples, two samples will be retained and ;I l

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Document No. 5025-RFL-S-01-00172-03i

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Submittals 4203Sj RFL-PH-I 01300 - 3 080988 ,

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the remaining sample will be returned to the Subcon-tractor, witn the Contractor's comments.

5. Samples shall be submitted and resubmitted untilapproved as satisfactory. Approval of a sample shallnot be taken in itself to change or modify any Subcon-tract requirement.

All materials, color, pattern and texture in the com-pleted building or structure shall be equal in everyrespect to that of the approved samples.

6. Each sample shall be identified completely as toproduct, color, manufacturer, trade name, lot, style,model, location of use, and Subcontract Documentreference, as well as the names of the Succontractor,Supplier, Project and Contractor.

7. Test samples, as designated by the Contractor, mayalso be selected from the materials or equipmentdelivered by the Subcontractor to the site for use inthe work. If any test sample f ails to iceet the speci-fication requirements, such materials or equipmentwhich fail the testing, shall be removed and replaced '

by the subcontractor with materia!.s or equipmentmeeting the Specification requirements.

8. Field samples shall be prepared at the site by theSubcontractor in the manner and number as specified inthese specifications. Affected finish work shall notbe commenced until the Contractor has approved thefield samples, in writing.

D. Product Data:

1. Each copy shall be marked to identify applicableproducts, models, options, and other data; manufac-turers' standard data shall be supplemented to provideinformation unique to the work.

2. The Subcontractor shall submit the number of copieswhich the Subcontractor requires to be returned, plustwo copies which will be retained by the Contractor.

E. Manufacturer's Instructions: When required by the manu-facturer's warranty requirements, the Subcontractor shallsubmit manufacturer's printed instructions for delivery,storage, shelf life, assembly, installation, adjusting,and finishing.

Document No. 5025-RFL-S-01-00172-03Issued for Construction-Revision 1 '

Submittals 4203S 1

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F. Design Calculations and Design Drawings:

i 1. Design Calculations: When requested by the Contractor,i design calculations shall be submitted to the Con-! tractor for review with all pertinent data, assump-| tions, objective, criteria, applicable codes, stan-I dards and references. The calculations shall be on

8-1/2 by 11-inch or 11 by 17-inch sheets. Each designcalculation set shall bear page numbers, titles, revi-sion numbers, date and calculation number. Wheremultiple number of items are designed in a particularsystem, the calculations shall be preceded by a tableof Contents.

2. Design Drawings:

a. When requested by the Contractor, design drawingsshall be submitted to the Contractor for review.

b. Pertinent requirements of Article 1.2.8 of thisSection shall be applicable for submittal ofdesign drawings.

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G. Winter Shutdown Plan: A winter shutdown plan will berequired for sites which will shutdown or limit operationsfor the winter season. This plan shall include gradingmodification drawings, product data and a narrative of thesteps the subcontractor will take to address the followingsubjects:

1. Erosion from Wind and water runoff of both contaminatedand uncontaminated areas.

2. Slope protection.

3. Temporary ditching.

4. Grading of excavations and embankments to drain.

5. Segregation of contaminated and non-contaminated run-off. ,

,

6. Reduction of water in the retention ponds to allow for; spring snow melt.

7. Protection of all equipment and piping from damage dueto freezing.

8. Other items which may be required by the Contractor.

Document No. 5025-RFL-S-01-00172-03Issued for construction-Revision 1 ,

Submittals 4203S |

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1.3 GENERAL SUBMITTALS!

| A. Schedule of General Submittals: The Subcontractor shall| prepare and submit a Schedule of General Submittalsj listing all General Submittals required per this Section.

B. Schedules and Reports:

1. The ' subcontractor shall prepare and submit Schedulesand Reports in accordance with the requirements ofthis Section.

2. The schedules and reports shall describe the Subcon-tractor's work plan in sufficient detail as delineatedbelow to provide:

a. Assurance to the Contractor that the finished workcomplies accurately with the Subcontract Dccu-ments,

b. A basis for determining the progress of the work,and

c. A basis for the Contractor's internal planningactivitien.

3. Within fif teen calendar days af ter Notice to Proceed,the Subcontractor shall provide the Contractor withinitial copies of the General Submittals specified in |

this section. The cost profile shall be submittedwithin 30 calendar days.

;

4. The schedules shall be in a reproducible form and allof the same scale or may be combined as approved bythe Contractor.

5. Unless otherwise specified, the schedules shall bepresented in graphic format and shall be updated foreach construction meeting, or at least monthly, and ;transmitted to the Contractor. 1

6. The Subcontractor shall obtain approval of the variousschedules specified in this section before submittingthe first application for payment. Schedule revisionsalso require Contractor approval.

C. Site Mobilization Schedule:

1. Format: The Subcontractor shall present, at the pre-construction meeting, the schedule for site mobiliza-

1

Document No. 5025-RFL-S-01-00172-03 |Issued for Construction-Revision 1 !

Submittals 4203S i

RFL-PH-I 01300 - 6 080988 |!

tion in bar chart format. The schedule shall deli-neate the establishment of the temporary facilitiesidentified in Section 01500 and the Subcontractor's

'

plan for starting the work.|

| 2. Written Narrative: The Site Mobilization Schedule| shall be accompanied by a written narrative discussion| of the schedule. The narrative shall provide a| man-power level by month for the first three months ofl the job, transportation routes proposed for delivery

of major construction equipment to be used on theproject, identification of special permits requiredand when they are needed, and a description of thetemporary facilities to be provided.

3. Status and Progress: The status of mobilizationschedule items will be reported in tne Weekly StatusReport discussed below.

D. Project Construction Schedule:

1. Scheduling: A preliminary issue of the Project Con-struction Schedule shall be prepared for review at thepreconstruction meeting. Fifteen days after receiptof Notice to Proceed the Subcontractor shall issue theProject Construction Schedule for approval and issuethe approved Project Construction Schedule ten daysafter receipt of approval and comments from theContractor.

!

2. Format: The Project Construction Schedule shallconsist of the following items, each compatible witnthe other and developed from the same basis:

a. Method of Construction Narrative

b. CPM Schedule: A time scaled Critical Path Method(CPM) Schedule which depicts proper restraints,

1

activity durations, total float and free float for|each schedule activity. '

c. Critical Milestone Dates as listed below.1) Start / complete mobilization.

2) Start / complete contaminated water collectionand disposal system.

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3) Start / complete driinage and water diversionacross site.


Submittals 4203S,

RFL-PH-I 01300 - 7 080988 |.

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4) Start / complete water supply facilities.

5) Start / complete improvements to existing |accesses to US Highway 6.

6) Star,t/ complete demolition of structures andutilities at each processing site.

7) Start / complete abandonment of wells.

8) Demobilization.

| d. Schedule of Values

3. Method of Construction: Method of construction sub-mitted at the preconstruction meeting with the pre-liminary schedule shall be a written discussion of theSubcontractor's methods for completing the work. TheSubcontractor shall briefly describe his approach tothe Subcontract.

4. The Use of Schedule Float: In as much as the Subcon-tractor's Schedule represents the Project ConstructionSchedule, the calculated float for an activity isshared by the Subcontractor and Contractor. Adjust-ments to the schedule float will be equitably resolvedby the Contractor.

5. Computer Generated Schedule: The Subcontractor maygenerate the CPM Schedule manually or by using a com-puter. The CPM Schedule shall include all significantitems of work.

6. Comments Incorporated: The Subcontractor shall incor-porate the Contractor's comments into revisions of theProject Construction Schedule, adjust the manpowerloading as required and resubmit the schedule to theContractor for approval along with a summary of thechanges.

7. Revisions made to the schedule will be given a newrevision number and submitted to the Contractor forapproval. A written narrative shall accompany anychanges to the logic and/or durations of the Construc-tion Schedule. This narrative shall explain in detailwhat the change involves, the reason for the change,and any effect to the critical path of the schedule.



,

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E. Schedule of Values / Cost Profile:

1. Each time a construction schedule is submitted, itshall be accompanied by a Schedule of Values for theentire Scope of Work. The Schedule of Values shall

i conform to the format sample (01300-A) provided with| this Section. The Schedule of Values sna11 be based| upon that specific revision of the Construction| Schedule, and presented in such a format to clearly

provide total period and cumulative cost informationfor each month for the entire duration of the Subcon-tract. This Schedule of Values shall be in a formwhich will provide a correlation between the subcon-tract bid items and the Subcontractor's scheduleactivities. The Subcontractor may, at his own risk,plan work in excess of the funding limitations out-lined in the Special Conditions.

2. The format and the substance of the finalized Scheduleof Values shall be as approved by the Contractor.

F. Labor and Equipment Rates: The Subcontractor shall submitlabor and equipment rates as stipulated in SubcontractorLabor and Equipment Rates of the Special Conditions.

1.4 SUBMITTALS NOT REQUIRING APPROVAL,

A. The Subcontractor shall furnish the following submittalsfor information only. These submittals will not beapproved and returned to the Subcontractor.

1. Weekly Status Reports: The Subcontractor shall submita Weekly Status Report to the Contractor by Fridaynoon. The report sna11 be on a form satisf actory tothe Contractor, and shall include items such as aSummary of Work completed and a Two-Week Look Ahead7.ar Chart.

2. Weekly Manhour Reports / Employee Roster: TneSubcontractor shall provide a weekly employee costerlisting all subcontractor and lower-tier subcontractoremployees. The Subcontractor shall also tabulatetotal manhours worked each week including manhoursspent by lower-tier subcontractor's personnel, craft,supervision, nanagement and submit this information tothe Contractor. The manhour report shall includeseparate totals for each craft and administrativeclassification.



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3. Ce:tified Payrolls: C3rtified Payrolls shall besubmitted in strict comp 1.iance with Section 10 ofMK-Ferguson Company S t anda.-d Documents Package forproposed construction subconttsets.

4. Monthly Schedule Updates: The Subcontractor shallsubmit an updated schedule, with the CriticalMilestones clearly identified, by the first of eachmonth. The statur of the CPM Schedule shall indicatepercent complete by activity, remaining duration ofin-progress activities, total float and free float foreach schedule activity.

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION [,

(Not Used)


4.1 MEASUREMENT

Separate measurement for payment will nct be made for workrequired under this Section. '

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4.2 PAYMENT,

Separate payment will not be made for work required underthis section. All costs in connection therewith shall beconsidered to be incidental to the applicable items ofwork to which they pertain.

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END OF SECTION 01300,

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|Submittals 4203SRFL-PH-I 01300 - 10 080988

i i

._ . .

__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .

OUMTRA PROJECT *E

SUBCONTRACT DOCUMENTS !XSCHEDULE OF VALUES IM

imSAMPLE j$

::C1997 $E

SCHE 1XLE SID ITEM TOTAL E~ ACTIVITY DOLLARS I

DESCRIPTION MDtBER NLNtBER PERCENT MARCH APRIL MAY JUNE J1A.Y AUGUST

i eMOSILIZA- 1 001 501 s32,000 U-

>TION Z500-

O INSTALL 2 901 251 s57,000o" FENCE AT 902 1001o CONTRACT- 400-8 OR'S

! > 0FFICE

300-EXCAVATION

(TAILINGS 3 3 204 100r. 3320,000,

! 200-! INSTALL 4 901 751 621,000

REMAININSFENCE

100-

. DEttOSILIZA- 5 001 501 s32,000TION

|

TOTAL: PERIOD $31,000 540,000 s152,000 $207,000 $30,000 s2,000 s462,000

C1MLATIVE $31,000 $71,000 s223,000 9430,000 sMO,000 s442,000

i' CONSTRJCTIGN START f#eTE 3/10/97

CONSTE Ci!ON COMPLETION DATE: 8/07/97i

. _ _ - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ - _ _ _ _. _ _ _ _ _ _ _ _ _ _ _ _ _

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SECTION 01500

TEMPORARY FACILITIES

PART 1 - GENERAL|

1.1 SCOPE

A. The Subcontractor shall furnish and install all requiredtemporary f acilitie. s as shown or specified herein plussuch facilities and equipment as are required for properperformance of the Subcontract.

B. All such temporary facilities shall be located as shown onthe Subcontract Drawings, or as directed, and maintainedin a clean, safe and senitary condition at all times untilcompletion of the Subcontract.

C. Upon completion of the Subcontract, the temporary facili-ties shall be left in the status specified in Article 1.21of this Section.

) D. The requirements specified herein are in addition to anyrequirements specified elsewhere in the Subcontract Docu- |ments. Temporary facilities shall meet the requirements !for all-weather service.

E. All Contractor's trailers shall be provided with adequate i

stairs, stoops, and hand railings. They shall be con-nected by a covered deck provided at the door sill level.Utilities shall be designed and constructed to provide jservice without interruption during extreme , weather condi-tions.

F. Ce!tain facilities specified in this Section, althoughreferred to in singular, may be required in greater-

numbers. The number of facilities required shall be as |shown on the Subcontract Drawings.

'G. All land disturbances related to the temporary facilities

shall be minimized to the greatest extent possible and theland restored to the extent reasonable and practical, to ,

its original contours by grading to provide positive l4 drainage and by seeding the area to match with existing

vegetation.

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Document No. 5025-RFL-S-01-00173-03 |

Issued for Construction-Revision 1Temporary Facilities 4204S-

RFL-PH-I 01500 - 1 080988; .

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1.2 RELATED WORK

A. Special Conditions: Definitions

B. Section 01019 - Mobilization: Payment

C. Section 02200 - EarthworkD. Section 02500 - Decontamination Pad

1.3 APPLICABLE PUBLICATIONS

A. The Publications listed below form a part of this Specifi-cation to the extent referenced. The Publications arereferred to in the text by the basic designation only:

1. UMTRA Project Construction Safety and Health Manage-ment Program (MK-UMTRA-4)

2. Colorado Highway Department:"Standard Specifications", as applicable.

3. Uniform Building code (UBC):(1988)* Edition, applicable Chapters and Sections.

4. National Fire Protection Association (NFPA), as ap-plicable.

B. All required facilities, equipment and utilities shallalso be constructed / installed, maintained and operated inaccordance with applicable Federal, State, County, andUtility laws, rules, and regulations. Notwithstandingcontrary provisions of General Provisions, General Condi-tions and Special Conditions, nothing in the SubcontractDrawings and Specifications shall be construed to permitwork not conforming to the above.

1.4 SUBCONTRACTOR'S TEMPORARY OFFICE TRAILER

A. Subcontractor shall furnish and install, in good condi- ition, on the New Rifle site, one or more tempo;ary of ficetrailer (s) of suitable sizes for himself and his officestaff,.,

B. The location of the trailers shall be approved by the* Contractor prior to sotting in place. Other suitable

office space in Rifle may be utilized at the Subcon-tractor's option.i

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* P.I.D. 06-s-03

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Document No. 5025-RFL-S-01-00173-03:ssued for Construction-Revision 1

Temporary Facilities 4204SRFL-PH-I 01500 - 2 080988

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1.5 CONTRACTOR'S TRAILERS

A. Subcontractor-Furnished Trailers: The Subcontractor shallfurnish and install Access Control trailers, 2 each, 12ft. X 40 ft., one at each site, for the Contractor's staff

at locations as shown on the Subcontract Drawings.The locations of the trailers shall be approved by theContractor prior to setting in place. The trailersshall include change facilities consisting of a singleshower and a sink for occasional use by all personnel

B. Contractor-hrnished Trailer: The Subcontractor shallinstall a 12 ft. x 60 ft. Contractor-furnished trailer foruse as Contractor's office trailer as shown on the Subcon-tract Drawings.

C. Each trailer shall be provided with water and power, andshall be properly lighted and temperature conditioned forsummer and winter uses. Wash basins and toilets snall beconnected to sanitary facilities specified in Article 1.12.

(D. Each trailer shall be equipped with steps, stoops, hand-railing, tie downs and skirting all around.]*

1.6 PARKING AREAS

A. No personal vehicles will be permitted inside the con-struction controlled work area. Vehicles used for con-struction purposes will be allowed inside the work area,but will be monitored for radioactive contamination at theaccess gate or control point before leaving the area.

B. Subcontractor shall provide aggregate surfaced parkingarea for maintenance and delivery vehicles, the contrac-tor's and Subcontractor's representatives, and for otherauthorized visitors, an indicated on the SubcontractDrawings. Parking for personal cars shall be limited tothe contractor's and Subcontractor's office areas. ,

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(C. Any additional on-site parking required by the Subcontrac- |tor for his employees not shown on the Subcontract Draw- I

jngs shall be provided by the Subcontractor in an area|approved by the Site Manager and at no additional cost to|the Contractor.]*

* P.I.D. 06-S-03


Temporary Pacilitied 4204SRFL-PH-I 01500 - 3 080988

_ - - _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _

1.7 JANITORIAL AND SNOW REMOVAL SERVICES

A. The Subcontractor shall provide daily janitorial, and snow '

removal when required, services including, but not limitedto, the following for all Contractor's trailers, toiletfacilities and the access control area:

,

1. Sweep, vacuum, mop, and, if requited, polish floors.

. 2. Clean toilets, doors and windows, office furniture.1

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3. Collect &nd disrose of office and yard solid waste.'

4. Furnish paper, soap, cups, napkins, light bulbs, etc.

'5. Operate and maintain trailer services including, butnot limited to, the water supply and wastewater col-1ection systems; heating, ventilating and air-condi-tioning systems and lighting and security systems.

(6, Remove snow from the walkways to the office trailersfrom the parking areas and roadways.]*

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B. Janitorial services shall be provided throughout theperiod of the Subcontract.

1.8 TEMPORAR'l ROADS|

A. Temporary roads as defined in Article SC-1 of the SpecialConditions shall meet the following requirements:

,

|1. Construction shall be coordinated with and shall De as :approved by the Contractor. I

|2. Thirty days prior to the start of roadway work, theSubcontractor shall submit, for review and approval, <

improvement drawings to the Contractor prior to I

initiation of construction work on any roads. The |drawings s1 fin 11 indicate approval by the agency havingjurisdiction over such roads.

3. The Subcontractor shall coordinate all road construc-tion activities with local utilities, fire and policedepartments.

4. Erosion shall be kept to a minimum and suitable gradesand radii of curves shall be maintained to facilitateease of movement of vehicles and equipment.

* P.I.D. 06-S-03



_ _ _

B. Longitudinal and cross drainage facilities including, but

| not limited to, the ditches, structures, pipes and the likeshall be furnished and installed by the Subcontractor.i

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1.9 DUST CONTROL

A. Dust control shall consist of furnishing water, requiredequipment, additives, accessories and incidentals, andcarrying out proper and efficient measures wherever and asoften as necessary to reduce dust nuisance, and to preventdust originating f rom construction operations and causingdamage to crops, orchards, cultivated fields, and dwell-ings, or causing a nuisance to persons during the comple-tion of the Subcontract, as required by the Contractor.

B. Water shall be applied by means of pressure-type distri-butors or pipe lines equipped with a spray system or hoseswith nozzles that will insure a uniform application ofwater.

C. All equipment used for the application of water shall beaquipped with a posi?.ive means of shut-off.

D. Unless otherwise permitted by the Contractor or unless allthe water is applied by means of pipelines, at least onemobile unit with a minimum capacity of 8,000 gallons shallbe available in operating conditions at each site forapplying water on the project at all times.

E. To conserve water, the Subcontractor may use chemicaladditives in dust control water. If such additives areused, furnishing and applying the additives shall be at noadditional expense to tne Contractor.

F. The use, location of application, and thft amount and type 1

of additives proposed for use by the Subcontractor shall .

be subject to approval by the Contractor.:

1.10 STORAGE OF MATERIALS AND EQUIPMENT !!

A. Subcontractor shall make arrangements for exterior storage lareas for materials, equipment, and debris. Locations and iperimeters of such facilities shall be subject to the !approval of the Contractor.

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B. All operations of the Subcontractor, including storage of i

materials, shall be confined to areas approved. Subcon- '

tractor shall be liable for any and all damage caused byhim during such use by him of property of the Contractoror other parties.

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IiDocument No. 5025-RFL-S-01-00173-03

Issued for Construction-Revision 1 |Temporary Facilities 4204S I

RFL-PH-I 01500 - 5 080988'

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C. Subcontracter shall store construction materials andequipment within boundaries of designated areas. Storageof gasoline or similar fuels shall conform to the require-ments specified in Article SC-13 of the Special Conditions.

1.11 CONSTRUCTION EQUIPMENT

A. Subcontractor shall erect, equip, and maintain all con-struction equipment in accordance with all applicablestatutes, laws, ordinances, rules and regulations of theContractor or other authority having jurisdiction.

B. Scaffolding, staging, runways, hoists, barricades, and [similar equipment required for performance of the Sub-

'

contract shall be provided and maintained by theSubcontractor. Hoists or similar equipment shall be ,,

provided with operators and signals, as required.'

C. Subcontractor nhall provide, maintain, and remove upon ;completion of the work, all temporary rigging, scaf-

) folding, hoisting equipment, debris boxes, barricadesaround openings and excavations, fences, ladders, and all

] other temporary work, as required for all work hereunder,

unless otherwise directed by the Site Manager.,

t

D. Construction equipment and temporary work shall conform to,

4 all the requirements of State, County, and local authori-| ties, OSHA, and underwriters which pertain to operation,

safety, and fire hazard. Subcontractor shall furnish and ,

install all items necessary for conformity with such re- !

quirements, whether or not called for under the separate |sections of these Specifications. *

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(1.12 TEMPORARY SANITARY FACILITIES:

A. Subcontractor shall provide temporary sanitary facilities !

for use by all employees and persons engaged in the Work,including lower-tier subcontractors, Contractor, DOE, :their employees and authorized visitors.

B. Sanitary facilities include enclosed chemical toilets,,

washing sinks, pipes, tanks and pumping equipment. Tnesefacilities shall meet the requirements of local publichealth standards. Open pit or trench latrines will not be-

permitted.>

C. Chemical toilets and washing sinks shall be provided for1 use by the Subcontractor, his employees and all other

workers and suppliers.

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Document No. 5025-RFL-S-01-00173-03; Issued for Construction-Revision 1j Temporary Facilities 4204S

RFL-PH-I 01500 - 6 080988.

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| D. Contaminated water from the Access Control and Laboratory| trailers wash sinks and from the emergency shower shall be

collected into an underground holding tank by a separate,

piping system. The contents of the underground holdingtank shall normally be pumped into the decontaminationwashwater recycling system. The contents shall be pumpedinto the wastewater retention basin at the end of con-struction or at any time during construction to preventoverflow.

E. Sanitary waste from wash sinks and toilets provided in thecontractor's trailers shall be drained to an undergroundseptic tank by a separate piping system, or at the Subcon-tractor's option to existing sanitary sewer system whereavailable. The contents of the underground septic tank,if provided, shall be disposed of offsite as subcontrac-tor's property.

F. During the term of the Subcontract, both tanks shall bekept pumped out at regular intervals to prevent overflowand contamination of the ground, flowing streams or .sur-face drainage.

G. Sanitary facilities shall be located as shown on the Sub-contract Drawings and as approved by the Contractor, andshall be maintained in a sanitary condition during theentire course of the Work. Subcontractor shall keep suchfacilities adequately supplied with toilet paper, papertoweling, paper cups, etc., as required.

H. At completion of the Work, sanitary facilities shall beproperly disinfected and tne tank and the contents dis-posed of as required by the Contractor.)*

1.13 TEMPORARY ELECTRIC POWER

A. The Subcontractor shall provide and maintain during the '

Icourse and progress of the Work all electrical power andwiring requirements to facilitate the work of all trades

i

and services associated with the Work. The Rifle process- !ing sites can be served by Public Service Company of Colo- ;

rado (electricity and gas). The Subcontractor shall make^

arrangements with the applicable serving utility and shallpay all charges for providing and maintaining electricalservice including usage costs at the site. All temporarywiring, feeders, and connections shall be furnished by theSubcontractor.

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* P.I.D. 06-S-03

Document No. 5025-RFL-S-01-00173-03 i

Issued for Construction-Revision 1Temporary Facilities 4204S

RFL-PH-I 01500 - 7 080988 ||

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I B. Routing of temporary conductors, including welding leads| shall not create a safety hazard nor interfere with opera-| tion and maintenance of existing facilities. Approval' ,

from site Manager shall be obtained prior to making con-nections to existing power panels. !

C. All temporary wiring installed by the Subcontractor shallbe accomplished in accordance with the requirements of theNational Fire Protection Association (NFPA) Codes 70 and70E (latest edition), using acceptable code materials andequipment.

D. There may be times during the periv of the subcontractwhen the Contractor will schedule power outages which willmake temporary electrical power unavailable over any ofthe electrical tcansmission and distribution systems.Normally, these outages will be scheduled sufficiently in !

j advance to give the Subcontractor prior notification; how- '

ever, due to operational requirements, it may be necessary !

to ' kill" the lines without prior notification. The Con-tractor assumes no liability for interruptions, delays, or !

inconveniences caused to the Subcontractor as a result of :i such electrical power outages or power failure, scheduled I

or unscheduled, except that any delay in completion of the !

j work resulting directly from such power outages shall be; deemed a delay due to unforeseeable causes beyond the con-

trol and without the tault or negligence of the Subcon-<

j tractor within the meaning of the Article 6, "TERMINATION .

: FOR DEFAULT-DAMAGES FOR DELAY TIME EXTENSIONS,' of the| General Provisions, and the Subcontractor shall be en-

titled to relief in accordance with the provisions of saidi Article 6, provided he gives written notice of such delay

in accordance with the requirements thereof. There willbe no adjustment in the Sutcontract Price due to any suchelectrical power outage or power failure. -

|E. Subcontractor shall provide power and lighting to all

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trailers, and for all Work as required, at no extra costto the Contractor, and as follows:

i

1. A minimum of 200A electric service to all Contractor's !

trailers.s

2. Adequate tempor.ary lighting to all trailers, and forall Work, as required. ;

!1.14 TEMPORARY WATER !,

A. Temporary water for potable and construction use shall be |<

i provided at no additional cost to the Contractor. ji4

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'Document No. 5025-RFL-S-ni-00173-03'

Issued for Construction-Revision 1 iTemporary Facilities 4204S ,

RFL-PH-1 01500 - 8 080988 i

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8. There is an existing active water line in the vicinity of i

new Rifle site and an inactive water line in the vicinity ;

of the old Rifle site. '

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C. Subcontractor shall furnish, install, operate and maintainall equipment, piping, hoses, and the like, to carry water -

from source or sources to various points of use. '

D. Subcontractor shall provide chilled drinking water or4~

municipal drinking water to all contractor's trailers,

without additional cost to the Contractor. The chilled'

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drinking water shall be furnished in bottles f rom an ap-proved source. Municipal drinking water may be provided

d by an underground pipe system from the City of Rifle.

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1.15 DECONTAMINATION WASHWATER RECYCLING SYSTEMS||

1 A. (The Subcontractor shall furnish, install, operate and ;

j maintain, one or more, high-pressure, low-flow type !; washwater recycling system (s), at each site, as required |' by his construction schedule fort]* '

I!

. 1. Washing contaminations f rom vehicles, eq'tipment, toolsl and materials that become contaminated during use in: Work.

; 2. Recycling washwater from recirculation pond fot reusei as washwater for decontamination.i

3. Furnishing make-up water and emptying the surplus !water, when required, to maintain the recirculation ;

pond capacity at 3/4 full. t

'4. Emptying the solids from the sump, as required.

B. The washwater recycling system shall, as a minimum,consist of the following

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a !: 1. High-pressure, low-flow wash system capaole of decon- |; taminating vehicles, tools and equipment, as required,) for Work under the Subcontract, consisting of pumps,i motors, tanks with suction and dischar9e piping, ;1 valves, meters, gages, nozzles, etc.

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2. A lined sump, 5500-gallon capacity. |

j 3. Six-inch diameter polyvinyl chloride (PVC) overflowpipe.'

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1 * P.I.D. 06-s-03 '

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Document No. 5025-RFL-S-01-00173-03 I'

Issued for Construction-Revision 1 !Temporary Facilities 4204S !l RFL-PH-I 01500 - 9 080988 j

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II

4. The decontamination pad shall be integrated into thesystem. I

5. Recirculation pond, lined, four-foot deep, 15,000-gallon capacity.

C. Construction of decontamination pad shall be as specifiedin Section 02500.

4

D. Contaminated washwater and sediments shall be collected -

from the decontamination pad by gravity through a buriedpipe into the lined sump. Overflow from the sump snall becollected by gravity through a 6-inch diameter PVC pipeinto the recirculation pond. The water from the pond

,

shall be recycled for reuse as washwater by a pumping ,

| system. The water level in the pond shall be maintainedat 3/4 full. Excess capacity shall be used to the extentfeasible for dust control of contaminated areas and inmoisture-conditioning of soils during construction offills in contaminated areas, and the remainder pumped outto the wastewater retention basin. Sediments from thesump and ponds shall be removed and placed in the tail'ingspile or other contaminated areas as approved by theContractor.

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I E. The Subcontractor shall submit his proposed decontamina-tion washwater recycling system designs, includingcalculations, drawings, and equipment list with capaci-ties, to the Contractor for review at least 45 days priorto commencement of installation.

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F. The Decontamination pad shall be constructed to conform;

with the provisions of Sections 02200, 02500 and 03000.4

1.16 TEMPORARY HEAT

Subcontractor shall provide, at his own expense, all tem-porary heat as necessary for the trailers, for properinstallation of all work, equipment, and materials, and;

for the protection of all work and materials, againstinjury from dampness, cold, and freezing.

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i 1.17 TEMPORARY TELEPHONE SERVICEl

(A. The Subcontractor shall make all necessary arrangementsfor telephone for his use and shall provide 5 line service,

i to the Contractor's offices.

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B. All costs of telephone service connections, external andinternal, shall be borne by the Subcontractor.

C. The Contractor will provide telephones for his own use,and will also be responsible for paying the monthly usagebille, chargeable to his phones.]*

| 1.18 BARRICADES, LIGHTS, AND PLAG PERSONS|

A. Pursuant to Article GP-34 of General Provisions, Section(GC-3C)* of General Conditions, and Article SC-13 of ,

Special Conditions, the Subcontractor shall construct and,

| maintain fences, planking, barricades, lights, shoring,and warning signs as required by local authorities andFederal and State safety ordinances, and as required, to ;

protect the Contractor's property f rom injury or loss and.

as necessary for the protection of the public, and provide |walks around any obstructions made in a public place for [carrying on the Work covered in this subcontract. Itshall leave all protection in place and maintain it until |removal is authorized.,

B. In addition, the Subcontractor shall guard and protect all '

workers, pedestrians, and the public from excavations,blasting operations, construction equipment, all obstry.c-

i tions, and other dangerous items or areas by means of ade-quate railings, guard rails, temporary walks, barricades, i

warning signs, sirens, directional signs, overhead protec-tion, planking, decking, danger lights, etc.

4 C. Flag persons, properly equipped with International Orangeprotective clothing and flags, shall be provided at all

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such times, as necessary, to direct or divert pedestrian |or vehicular traffic.

J 1.19 SHUT-DOWN TIME OF SERVICES i

The Subcontractor shall not disconnect or shut down anyi part of the existing utilities and services, except by

express permission of the Contractor. The Subcontractor'

shall submit schedule of estimated shut-down time in order. to obtain such permission, and shall riotify all interested] parties, utilities, County authorities, etc., as required.i,

i

1

* p.I.D. 06-S-031

4

1 Document No. 5025-RFL-S-01-00173-03) Issued for Construction-Revision 1

Temporary Facilities 4204SRFL-PH-I 01500 - 11 080988.

_ _ - _ _ _ - - _ - - - _

)

i

!1.20 MAINTENANCE )

;A. Subcontractor shall maintain all temporary facilities and |utilities in good working condition as required by the

Contractor during the term of the Subcontract.

(B. Subcontractor's maintenance shall include, but not be! limitad to, the following:

;

1. All temporary roads including access control areas and| fencing for the safe and efficient transport of

equipment, supplies and personnel.

2. Operation and Maintenance of Existing Sprinkler Systemon the Tailings Pile at New Rifle Site: The sprinklersystem shall be operated to maintain the moisture inthe tailings at a frequency as required by the Con- ,i

tractor. The system shall be maintained in operatingcondition at all times. Maintenance will a so includedraining of the system in cold weather .o preventfreezing of the lines.]*

C. The Subcontractor shall remove from the access and thehaul roeds any contaminated material deposited there by,

his opreetI7ns. Such removal and cleanup shall be at noadditir.w i .ost to the Contractor.

4

| 1.21 STATUS AT COMPLETION

| A. Upon completion of the Work, or prior thereto, when so! required by the Contractor, subcontractor shall:t

1. Repair all existing roads improved by the subcontrac- ;

4 tor for his convenience (used as temporary roads)| including recompacting and resurfacing to at least'

equal or better conditions existing prior to the startof the Subcontract, at no additional cost.

ir

2. Oblitarate new roads constructed as ' temporary roadsand restore the areas to their near original contoursby grading to provide positive drainage and by seeding

,

the area to match surrounding vegetation.!

3. Remove and dispose of items of Article 1.15.B.1 andall subcontractor-furnished trailers. Utilities to i

the trailers anall be capped off or pig tailed forfuture use under Phase II Subcontract. j

|

| * P.I.D. 06-S-03

Document No. 5025-RFL-S-01-00173-03Issued fot construction-Revision 1

Temporary Facilities 4204SRO L- PH-I 01500 - 12 080988

_ - _ _ - - - . - _ _ _ - _ - . _ _ . , - _ _ - - _ _ _ - . .-__

PART 2 - PRODUCTS

(Not Used)

PART 3 - EXECUTION

(Not Used)

[PART 4 - MEASUREMENT AND' PAYMENT

<

4.1 MEASUREMENT

A. Measurement for payment for the following items will be bytheir lump sum basis:

1. Temporary Offices

2. Temporary Roads and Parking Areas

3. Janitorial and Snow Removal Services

4. Temporary Sanitary Facilities

5. Temporary Electric Power

6. Temporary Water'

7. Decontamination Washwater Recycling System (s) at OldRifle Processing Site (Includes Earthwork and Deconta-r..Mation Pad (s))

8. Decontamination Washwater Recycling System (s) at NewRifle Processing Site (Includes Earthwork and Deconta-,

mination Pad (s))

B. Measurement for payment for the following will be as spe-cified in the Specification Section cited:

,

1. Excavation of Contaminated Materials f rom Access Con-trol, Monitoring and Staging Areas at the ProcessingSites (See Section 02200)

2. Backfill for Access Control Monitoring and StagingAreas at the Processing Sites (See Section 02200)

;

l

Document No. 5025-RFL-S-01-00173-03Issued f Construction-Revision 1,

'

Tu ,,orary facilities 4204S j

RFL-PH-I 01500 - 13 080988 |\

- _ _ _ _ _ _ - _ - _ _ - _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ - _ - _ _ _. __ _ _ _ _ _

!

!

3. Aggregate Base and Subbase Materials for Access Con-trol, Monitoring and Staging Areas (See Section 02500)

,C. Separate measurement for payment will not be made for any

| other item of work specified in this Section.

| 4.2 PAYMENT|

| A. Payment for items 1 through 8 of Article 4.1.A above willr

be by their applicable lump sum prices quoted therefor inthe Bid Schedule. The prices quoted shall include fullcompensation for furnishing all labor, materials, equip-ment, tools, accessories, and incidentals, and for per-forming all work including designing, fabricating, install-ing/ constructing, operating, maintaining, removing anddisposal of facilities through the term of the Subcon-!

tract. The payment will exclude earthwork for all itemsexcept for items 7 and 8.

,

B. Payment for the items 1 through 3 of Article 4.1.8 abovej will be as specified in the Specification Section cited.

1 C. Separate payment will not be made for any other item ofwork specified in this Section. Full compensation fotsuch work will be considered to be included in the appli-

r cable related items of Work under the Subcontract or in; the Bid Schedule item for Mobilization.)*,

END OF SECTION 01500I

r

:'

t

i

* P.I.D. 06-S-031

,

4

j Document No. 5025-RFL-S-01-00173-03Issued for Construction-Revision 1

Temporary Facilities 4204Si RFL-PH-I 01500 - 14 080988 .

! l

I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

Division 2Sitework

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SECTION 02050

DEMOLITION

PART 1 - GENERAL

1.1 SCOPE

A. This Specification Section covers the requirements fordemolition of the following and stockpiling and cleanup ofthe demolished materials and debris:

[1. All structures and facilities including their con-tents, floor slao, footings, tunnels, pads andaccessorles.)*

2. All tanks, miscellaneous aboveground piping with; supporting structures and related equipment and pads.

3. Miscellaneous junk and debris scattered throughout thesite.

,

B. All structures, facilities, tanks, piping and the like>

including, but not limited to, those listed in Table02050-1 shall be demolished, unless otherwise indicated onthe Subcontract Drawings.

| C. The Work also includes cleanup and stockpiling of all rub-i'

ble and debris of every description within the two Rifle1

i processing sites as shown on the Subcontract Drawings. '

|

| D. Available Information: Descriptions of structures andj facilities to be demolished are contained in a separate

document entitled "Information for Bidders * available fromthe Contractor's office.

E. Requirements specified in this Section are supplemental torequirements specified in Article SC-7 of tne Specialconditions, and Article 1.3 of Section 01010. I

.:

!1.2 WORK NOT INCLUDED

A. Disposal of demolished materials and debris will be byothers.

l

; B. Debris used as armorment along the Colorado River shall bej left in place.

; * P.I.D. 06-S-03|

||

Document No. 5025-RFL-S-01-00175-04|

| Issued for Construction-Revision 21

Demolition 4205SRFL-PH-I 02050 - 1 080988

_ _ - _ _ - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ - - _ - _ _ _ _ _ - _ _ _ _ _ - _ _ - _ _ _ _ _ _ _ _ . _ . _ _ _ _ _ _ _ _ _

|

|

|

| C. Vicinity property material shall not be included indemolitior>.

D. Unidentified Waste: See Article 1.2, Section 02081.

E. Removal, abandonment, demolition and stockpiling ofexisting services and utility lines other than thosedefined in Article 1.4 below. These services andutilities are included in Section 02060.

F. Removal and stockpiling of asbestos and non-hazardouswaste.

(G. Demolition of the pump house located in the southeastcorner of the New Rifle site along the Colorado River.]*

1.3 RELATED WORK

A. Provisions for control of radiation contamination arespecified in the Special Conditions.

,

: B. Construction Health and Safety, and Health Physics are cov-ered in Articles SC-8 and SC-9 of the Special Conditions.

t

C. Section 01010 - General Requirements: Available Informa-; tion

D. Section 02060 - Existing Utilities!

E. Section 02081 - Asbestos and Non-hazardous Waste,

F. Section 02200 - Earthwork: Uncontaminated Fill Materials.

1.4 DEFINITIONS

1 Demolition includes complete dismantling, cutting and F

breaking up of structures, including all solid contente !

and associated services and utility lines within 5 feet |from the perimeters of sucn structures, and includingtheir foundations and below grade slabs and footings.Demolition also includes stockpiling of demolished mate- |

rials and debris, as shown on the Subcontract Drawings andas specified in this Section.

,

) I

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* P.I.D. 06-S-03

1


Demolition 420$S -

(RFL-PH-I 02050 - 2 080988,

,-. . - . , . . - - - . - - - - . . - . - , - , - - - .- , - . . - - - - - - - . - - - . ..

1.5 SUBMITTALS

A. General submittal requirements are specified in Section01300.

B. Thirty days priot to the start of Work, the Subcontractorshall submit to the Contractor, for review, a demolitionplan including the following:

1. Methods of demolition to be used

2. Schedule showing dates and structures to be demolished

3. List of equipment to be used

C. Fifteen days prior to the start'of railroad track temovalfor the spur line on the Denver and Rio Grande Western

! right-of-way, the Subcontractor shall submit a writtennotice to C.J. Burroughs, Chief Engineer, The Denver andRio Grande Western Railroad Company, P.O. Box 5482,

,,

Denver, Colorado 80217. A copy shall be provided to the !Contractor for information and file, ,

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PART 2 - PRODUCTS !

I t

2.1 (deleted)* I

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! PART 3 - EXECUTION

I.

| (3.1 PREPARATION !'

. ,

Demolition operations shall not commence until all identi-fied hazardous waste materials have been removed and Istockpiled in the designated areas. The~ Contractor may

'

allow the Subcontractor to proceed with demolition opera- |tion for such structures and facilities which do not con-tain such hazardous wastes or from which such hazardous

; wastes have already been removed.)* ;i

!.,

[3.2)* DEMOLITION t

;

A. During the execution of this Subcontract, if unidentified !waste material is suspected or encountered, the Site !

l * P.I.D. 06-S-03i

| |; ,

1 Document No. 5025-RFL-S-01-00175-04 '

Issued for Construction-Revision 2Demolition 4205S L,

| RFL-PH-I 02050 - 3 080988 '

,

. _ _ _ . . . _ _ . . _ _ . . _ . _ _ _ . - _ _ _ _ _ _ . . _ _ _ - , _ , , _ . _ _ _ _ , . _ _ _ - _ _ _ . - . _ _ _ - - . ,_ _ . . _ . . , . _ _ - , _

Manager shall be immediately notified for identificationand subsequent disposition.

B. Locations of buildings, foundations, and other structuresto be demolished are shown on the Subcontract Drawings.

C. Locations of buildings and other structures to be demo-lished are shown on the Subcontract Drawings; however, theSubcontract Drawings do not show the locations of allfoundations, rubble and debris, concrete pads, nor the oldRifle sprinkler system, all of which are required to bedemolished and cleaned up as shown on the SubcontractDrawings.

D. Pollution Controls:

1. Water sprinkling, temporary enclosures, and other Con-tractor approved metnods shall be used to limit theamount of airborne dust and dirt to the lowestpractical level. Demolition work shall comply with

,

governing regulations pertaining to environmentalprotection.

2. Water shall not be used if it is likely to createhazardous or objectionable conditions such as ice,flooding, or pollution. An approved water-cased bio- i;

degradable wetting agent (surfactant) such as Dupont'Duponol WAQ' or equal may be used to reduce the quan-tity of water required.

E. Demolition:

1. General: Demolition work shall be carried out using ;

equipment compatible to the structures to bedemolished and by methods required to complete theWork in accordance with governing regulations. Thestructures shown on the Subcontract Drawings shall bedemolished and the materials and debris stockpiled asspecified herein.

'2. Underground tanks, vats, and the like shall be emptiedof contents prior to removal and demolition. Thecontents will be identified by the Contractor formaking a determination of safe handling and disposalprocedures.

(

(3. After demolition of structures and removal of demo-'lished materials and debris, the area shall be graded

to eliminate safety hazards and provide stable ;slopes.)*

* P.I.D. 06-S-03

Document No. 5025-RFL-S-01-00175-04Issued'for Construction-Revision 2


. - .. -

|

4. Pipes and Ducts: Pipes and ducts shall be cut tosizes not greater than 20 feet in lengeb.

; 5. Tanks and Vessels: Tanks and vessels shall be cut topieces not greater than 20 feet long by I feet wide,and flattened.

6. Solid Metals: Solid metals shall be cut in pieces nogreater than 10 feet in length and no more than 27cubic feet in volume.

!

7. Crushable or compressiblo metal or other objects with'

voids (e.g. corrugated metal or plastic, auto bodies,barrels, and the like) that can be crushed orcompressed by regular construction equipment used by

; the industry for demolition operations shall becrushed or compressed to sizes no greater than 27

i cubic feet in volume with least dimension notexceeding 6 inches.4

(8. Concrete slab floors at grade and foundations shall bedemolished and removed to full depth.)*

(9. Concrete basements, pit, trenches or tunnels shall be,

] demolished and removed to full depth.)*

10. (former item 10 deleted)*,

I (10. Pieces of wood, concrete and masonry shall be cut or; broken up to be no greater than three (3) feet in any; dimension.)*i

|

j (3.3)* STOCKPILING OF DEMOLISHED MATERIALS AND DEBRIS

A. Demolished materials and debris shall be stockpiled at the! locations shown on the Subcontract Drawings or where

otherwise directed by the site Manager. Materials shall| be segregated by type. Stockpiles shall be orderly and^

compact. Disposal of the demolition debris will be by1 others.

,

S. Burning of demolished materials and debris shall not be Ipermitted. This will not preclude the use of cuttingcorches.<

<

1 ;.

* P.I.D. 06-S-03.

!; r

! Document No. 5025-RFL-S-01-00175-04Issued for construction-Revision 2;

i Demolition 4205SRFL-PH-I 02050 - 5 080988

.

, , --,.-g-w,.,..,_-,y y, . , - , - - - - , . . _ - . ,- ...~..,-,__.,,..,,_,,_,..,,y n, _ , ,.,n..n,mg w..,,,m -_.- .

(3.4)* SALVAGE

A. Salvage of materials, equipment, accesbories and inciden-tals will not be allowed without prior approval of theContractor per Paragraph B below. Bid Senedule pricesshall not reflect costs of such salvages.

B. During tne term of the Subcontract, the Subcontractor may -

propose -a salvage operation for a particular material orequipment. No material or equipment will be allowed toleave the site until after the radiation surveying by theContractor is complete and the Contractor is satisfied

'

with the results of such surveying. The Subcontractor -

shall be responsible for all Contractor's costs for radia-tion surveying related to salvage of materials or equip-ment..

I

PART 4 - MEASUREMENT AND PAYMENT'

i

4.1 MEASUREMENT

! A. Measurement for payment for the following items of workl specified in this section will be by their respective lump

aum basis:

1. Demolition of existing structures and facilities atNew Rifle Site and stockpiling in designated area.

J 2. Demolition of existing structures and facilities atOld Rifle Site and stockpiling in designated area.;

i

1 i.; 4.2 PAYMENT I

i

Payment for the items of Article 4.1.A above will be bytheir respective lump sua prices quoted therefor in the

.Bid Schedule. The prices quoted shall include full com- I

pensation for furnishing all labor, materials, tools, |equipment, incidentals, and for performing all work jincluding all clearing, demolishing, breaking of the ;debris into small pieces, removal and decontamination of

.'

'

facilities where required, backfilling the areas withi uncontaminated fill materials, and stockpiling of demo-

lished materials and debris as specified in this Section. |

| 1

END OF SECTION 02050 I

* P.I.D. 06-S-03i

| Document No. 5025-hFL-S-01-00175-04Issued for Construction-Revision 2

.! Demolition 4205S4 RFL-PH-I 02050 - 6 080988,

2._____

TABLE 02050-1

STRUCTURES AND FACILITIES TO BE DEMOLISHED

RIFLE: NEW RIFLE SITE

MKENo. Description Name

1 Ore Receiving Pad

2 Fire Water Tank

3 Oil and Paint Storage Buildings,

4 Drum Storage Pad !

;

5 Fire Facilities and Change House

6 Fire Truck Building ;

7 Railroad Scalei

8 Truck Scale

9 No. 1 and No. 2 Coarse Ore Bins

10 Aerofall Building

11 Aerofall substation

12 Aerofall Scrubber

13 Wheelabrator:

14 Conveyor Adit / Portal and Building

15 Conveyor ;

!

16 Transfer TowerL

17 Shop Warehouse and Office j

18 Gas Pumps

19 Railroad Ore Bins ;

20 Truck Ore Bins and Retaining Walls

|



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_ _ _ _ _ _ _ _ - _ _ _ _ _ _ _

TABLE 02050-1 (Cont'd.)



21 Sampling Plant

22 Sampling Plant - South Sideconveyor Gallery

.

23 Sampling Plant Substation

24 AMV Plant

25 AMV Plant Substation.

26 Compressor Building

!27 Cluster Bins

28 MCM (Cluster)

29 Aerofall Scrubber Tank

I 30 Slurry Tanks

; 31 Buckee Elevators, Screw Conveyor

32 Kiln Feed Building

! 33 Kiln Feed Substation34 Kiln

4 ,

35 Kiln Drive.

! 36 Kiln Drive Building!

| 37 Concrete Slab1

38 Ball Mill CAassifier Buildingi Including Tknk '

39 Substation

| 40 Water Leach Control Building, ,

41 VAN Liquid Clarifier (4

,

|

Document No. 5025-RFL-S-01-00175-04Issued for Construction-Revision 2:

Demolition 4205Si RFL-PH-I 02050 - 8 080988

__ _____-_______-__--m. _ - _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ . - _ _ _ _ . _ _ . _ . . _ .



MKE' No. Description Name

42 No. 1 Water TKNR Leach Tank

43 No. 2 Water TKNR Leach Tank

44 No. 4. Water TKNR Leach Tank,

45 Filter Building

46 Vacuum Pump and CompressorBuilding Water Leach

47 CCD Clarifier

48 Tank Base

49 450 Scrubber Circu'it'

400 Scrubber CircuitScrubber TKWR Tann.

50 Acid Leach

51 Fusion Furnaco;

52 No. 1 BoilerNo. 2 BoilerHot Tank

I

j 53 Ramp AMV Tails Tank

54 Outside Elevator

55 Wooden Tank

56 Red Cake Building

57 Control Room (Red Cake Building) !;

; 58 Gyp Thickener Tank

59 No. 1 CCD Tank to No. 8 CCD Tank(8 tanks) |

<

l1 60 CCD Control Room t

1

i

Document No. 5025-RFL-S-01-00175-04 ;

Issued for Construction-Revision 2 L

Demolition 4205S'

RFL-PH-I 02050 - 9 080988,

. - . = _ - _ - - . - - - - - .-. - - _ _ - , _- - - . . . - . . . .-

!|

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,_,

61 Tailings Pump House1

62 Substation

63 Solvent Extraction Building

64 Caustic Tank

65 Yellow Cake Filtrate Tank

66 Settler Tanks

67 'A' Liquor Storage Tanks

.68 Settler Tanks

69 Soda Ash Tanks

70 Alternative Gyp Thickener Tank

71 200,000 Gallon Fire and PlantWater Tank !

72 Vertical Tank

73 Car Dump '

j

74 Basins,

) 1

75 Storage Building'

i76 Natural Gas Station{

77 Ammonia Tank, Sulfuric AcidTanks, Kerosene Tanks

78 Tank Transfer Stations ;

79 Yellow Cake Building

80 Yellow Cake Thickener Tank, UraniumPrecipitation and Storage Tanks

i l

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i Issued for Construction-Revision 2 '


,

_ _ _ _ _ _ _ _ _ _ . _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ . _ _ _ . _ _ _ _ . _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ __ _. ____]

TABLE 02050 l (Cont'd.)



1 81 Shipping Platform

82 Fuel Oil Storage Tanki

83 Storage Yard

84 [ deleted)*

85 Conveyor r

;

86 Railroad: (Track (5,280 L.F.),)*Ties (3,170 L.F.), Ballast, and '

| Accessories

87 Acid Leach Tank

j 88 Filter Funnels ;

i

Existing fences and gates as shownj on the Subcontract Drawings

|

Power Poles, 52 Each.

.)

RIFLE: OLD RIFLE SITE;

"

MKE,

No. Description Name !i !

! l Old Assay Building (2 stories)'

2 Miscellaneous Retaining W411s, [Slabs, Sprinkler System, etc.i

i 3 Existing fences as shown on theSubcont ract Drawings

f

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* P.I.D. 06-S-03 '

)

t

Document No. 5025-RFL-S-01-00175-04'

Issued for Construction-Revision 2Demolition 4205S !

RFL-PH-I 02050 - 11 080988

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .

!

i

SECTION 02060;

; EXISTING UTILITIES

i PART 1 - GENERAL

1.1 WORK INCLUDED

This Section describes the requirements for the removal,I plugging and abandoning, and demolition and stockpiling of

'

J existing utilities as shown on the Subcontract Drawings.

1

(1.2 WORK NOT INCLUDED.

i A. Demolished materials and debris resulting from the work !under this section will be disposed of in the tailings :

|embankment by others,

t

B. Existing sprinkler system on the tailings pile at New !Rifle site including equipment required to supply water tothe sprinkler system except as otherwise indicated.

C. Electric power to the existing pump house for thesprinkler system.)* ''

,

; 1.3 DEFINITIONS !

i

Utility: For the purpose of this Section, utility meansany service, such as electric power systems gas distri- t

bution systems; telephone, water distribution; storm drains ![ process piping including related accessories suen as |

meters, gages, valves, fittingar sanitary sewer services; ;

and the like not included in Section 02050.]* |

L,

l.4 RELATED WORK'

[

A. Special Conditions: Articles SC-6 and SC-7. Il'B. Section 02050 - demolition

!

PART 2 - PRODUCTS>

(Not Used) |1

!: )

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{ * P.I.D. 06-S-03

':

1 Document No. 5025-RFL-S-01-00176-03Issued for Construction-Revision 1

Existing Utilities 4206S| RFL-PH-I 02060 - 1 080988,

PART 3 - EXECUTION

3.1 GENERAL

A. Removal or plugging of the utility shall not be undertakenuntil written approval for such work has been obtainedfrom the Contractor.

B. Unless otherwise specifically indicated on the SubcontractDrawings or in this Specification or otherwise authorizedin writing by the Contractor:

(1. With the exception of thc following, all abovegroundutilities shall be removed, broken up and stockpiledfor disposalt

a. The power line that supplies power to the existingsprinkler lines on the tailings pile at ene NewRifle site; and

b. The power line to the east of the tailings pile atthe Old Rifle site.]*

(2. Underground utilities indicated on the SubcontractDrawings, if encountered during contaminated mate-rials removal operations, shall be removed, broken upand stockpiled for disposal.}*

3. The ends of the utilities left in place shall becapped or plugged with concrete grout.

4. All utilities not utilized during the Subcontractshall be demolished by the Subcontractor.

C. When the abandoned line is connected to a line that willcontinue to be used, the abandoned line shall be discon-nected first and the in-use line shall be sealed beforeplugging the abandoned line. Subsurface lines to beplugged or removed shall include mains shown on the Sub-contract Drawings and all sub-mains and laterals connect-ing the buildings to the mains even though not specific-ally shown on the Subcontract Drawings.

D. (The Subcontractor]* will obtain approval from theaffected utility companies including, but not limited to,Public Service Company of Colorado, The City of Rifle, andMountain Bell Telephone before disturbing utilities.Utilities shall be protected from damage by demolitionoperations until they are removed from service. Tnose

* P.I.D. 06-S-03I

Document No. 5025-RFL-S-01-00176-03 1

Issued for Construction-Revision 1 '

Existing Utilities 4206S ,

RFL-PH-I 02060 - 2 080988 |

|

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utilities to be used during the prosecution of the Phase Iand II Subcontracts will remain in place until they are nolonger needed.

E. All pipes and ducts shall be cut to sizes no greater than! (20 feet]* in length, and stockpiled onsite for disposal

by others. All pipes and ducts 6 inches and larger in,

diameter shall be longitudinally cut in halves, or crushedflat.

|

3.2 STOCKPILING:

Demolished materials and debric including manhole covers,,

hydrants and underground tanks shall be stQckpiled onsite i

separately, as required by the Contractor, foe later,

disposal by others."

!'

(3.3 EXISTING SPRINKLER SYSTEM L;

A. Two water mains are currently in use serving the sprinkler r

systema for the tailings piles at New Rifle. One line,

runs from the pump house to the Jprinkler system on the '

south tailings pile. The other line runs underground fromthe pump house in a northwest direction to the mill, i

through the underground tunnel under the CCD tanks and tothe water tower and provides water for the sprinklers at

; the north tailings pile.,

B. The Subcontractor may utilize the water main serving the I'

south tailing pile for the sprinkler system in accordance ;with Section 01500 - 1.2.B.2. The water main serving the !

sprinkler system for the north tailings pile will become I

inoperable during demolition activities specified in this |'

Subcontract. It is the Subcontractor's responsibility to ;

: provide a replacement system prior to demolition of por- .

tions of the existing system.)*'

,.

!: |

PART 4 - MEASUREMENT AND PAYMENT j

4.1 MEASUREMENTf

A. Measurement for payment for the following will be by their Irespective lump sum basis: !

l! 1. Removal, demolition and abandonment of existingj utilities at the old Rifle Site.:

i * P.I.D. 06-S-03|

|

.' t'

Document No. 5025-RFL-S-01-00176-03i Issued for Construction-Rrvisio.s 1

Existing Utilitics 4296Si

RFL-PH-I 02060 - 3 0809'16,

_ _ _ _ _ _ _ _ - -

___ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___.

2. Removal, demolition and abandonment of existing utili-ties at the New Rifle Site.

[8. No separate measurement for payment shall be made forArticle 3.3.]w

4.2 PAYMENT

[A.]* Payment for the items of Article 4.1.A above will be bytneir respective lump sum price quoted therefor in the aidSchedule. The prices quoted shall include full compensa-tion for furnishing all labor, materials, tools, equip-ment, incidentals, and for performing all work includingall clearing, demolishing, breaking of the debris intosmall pieces, removal and decontamination of facilitieswhere required, and stockpiling of demolished materialsand debris as specified in this Section. ,

t,

j [B. No separate payment shall be made for Article 3.3.]* |

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3,

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|'

).i |

1 i

ii

i

,!i

* P.I.D. 06-S-03||


Existing Utilities 4206SRFL-PH-I 02060 - 4 080988

|

_ _ _ _ _ _ _ _

SECTION 02081

(ASBESTOS, HAZARDOUS AND NON-HAZARDOUS WASTE]*

PART 1 - GENERAL

1.1 SCOPE.

(A. This Specification Section describes the requirements forthe following:

1. Removal and stockpiling of all friable and nonfriableasbestos containing material.

12. Identification and characterization of suspected i

hazardous waste materials for removal and disposal'

purposes.]*|

B. The Subcontractor shall furnish all labor, materials,services, insurance, and equipment necessary to carry outthe [ work specified in this specification)* in accordance

|with the EPA and OSHA regulations and any applicable State I

and local government regulations. |

C. (The Subcontractor shall be responsible for stockpiling ofall ascestos containing suspected hazardous andnon-hazardous waste materials at a designated locationshown on the Subcontract Drawings.]*

D. The requirements specified in this Section are supple-mental to the requirements specified in General Provi-sions, General Conditions and Special Conditions.

1.2 WORK NOT INCLUDED

A. (Removal and Disposal of Suspected Hazardous Waster)*

1. (The Site he. nager shall be notified immediately if.

suspected hazardous wastes are encountered duringremoval and disposal work sequence. The wastes willbe fully characterized and identified enroughlaboratory analysis.)*

2. If the wastes are identified as radiologically con-taminated and suitable for disposal in the tailingsembankment [ deleted)*, the Subcontractor may Dedirected by Subcontract Change Notice to remove andstockpile these wastes on site.

* P.I.D. 06-S-03


(Asbestos, Hazardous and Non-Hazardous Waste]* 4380SRFL-PH-I 02081 - 1 080968

______________ ___. ._

3. If the wastes are identified as non-radiologicallycontaminated (chemical, toxic or hazardous) and notsuitable for disposal in the tailings embankment, tneSubcontractor may be directed by Subcontract ChangeNotice to obtain of;alified services for removal andstockpiling of those wastes.>

4. Removal and stockpiling of such wastem, if required,shall conform to the applicable provisions of thefollowing standards of the Colorado Department of

'

Health:;

.

a. Non-!!azardous Wastes: Solid Waste Disposal Sitesand Facilities Act. (

.

b. Hazardous Wastes C.R.S. 25-15-101, f or offsite [disposal to an approved hazardous waste site. '

,

c. Applicable provisions of these subcontractDocuments, i

!

1.3 RELATED WORK

'Section 00800 Special Conditions: Articles SC-8 and-

SC-12. ,+

:

1.4 DEFINITIONS '.

ISee Section 00800, Article SC-1. !

1.5 CODES AND REGULATIONS

A. The Subcontractor shall comply with the applicable codesand regulations including, but not limited to, thefollowings

|t

1. U.S. Department of Labor, occupational Safety andHealth Administration (* OSHA *): j

29 CFR 1926.58, which includes control by a ' competent ;person.'!

2 Environmentr.1 Protection Agency ("EPA *):

National Emissions Standard for Hazardous Air Pol- !lutants (NESHAPS) 40 CFR 61, Subparts A and M l

i

l* P.I.D. 06-E-03 i

l

[,


(Asbestos, H&Iardous and Non-Hazardous Waste)* 4380S [RFL-PH-I 02081 - 2 080988 (-

!

_ - - _ _ _ _ - _-____ _ _ - _ ____ _-_- _ - _ __ _ _ - __- _ - - -_-_________ _ _-- -____-_ 2_

3. State of Colorado Department of Healen ('DOH'):

a. Section 8 of the Solid Waste Regulations forAsbestos Removal.

b. Other Provisions of the Solid Waste Regr.lationsfor non-asbestos non-hazardous waste.

B. Posting Regulations: Copies of applicable OSHA EPA andColorado DOH regulations shall be obtained by the Subcon-tractor and one copy of each shall be pasted e,n the jobsite for compliance by his employees. The EPA notifica-tion of asbestos removal, including the ' Plan of proce-dures to be employed for compliance with EPA regulations'shall also be posted at the job site,

1.6 NOTIFICATION AND APPROVAL REQUIREMENTS

A. Ten days prior to the removal and stockpiling of asbestos[ deleted]* materials, the Subcontractor shall submit awritten notice to the Colorado Department of Health, AirPollution Control Division. A copy of the notice shallalso be submitted to the contractor.

B. Upon completion of asbestos (deleted)* removal, theSubcontractor shall submit a written report to theColorado Department of Health, Air Pollution ControlDivision with a copy to the Contractor.

1.7 EXPOSURE MONITORING

A. The airborne asbestos exposure limit outside of asbestoscontrolled areas is 0.1 fibers /cc air which is the actionlevel before reaching 0.2 fibers /cc air, the permissible 4

exposure limit.

B. All air monitoring shall be performed under the supervi-sion 02 a ' competent person' as defined in 23 CFR1926.56(b), (e) and Appendix F.

C. Documentation of each air sample shall be as specified bythe Site Manager and shall include at least tne date andtime, sample number, exact sampling location, name ofindividual performing sampling, sampling rate, samplingvolume, analytical method, analytical results and limitsof quantification and detection as per HIOSH analyticalmethods.

* P.I.D. 06-S-03


(Asbestos, Hazardous and Non-Hazardous Waste)* 4380SRFL-PH-I 02081 - 3 08098W

1

, _ , _ - . - - -- - - - - , - , . , - - . ~ . - - , , - _ . - . . , ..- -

_ _____ __________ _ _. _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ .

i. +

D. Analysis of air samples shall be by NIOSH 7400 method.Samples shall be analyzed by a ' certified * IndustrialHygiene Laboratory. Results are to be reported to tne,

Site Manager and Albuquerque Project Office Safety andHealth Department.

E. Preliminary air sampling' shall be sufficient to establianthe perimeters of asbestos control areas to the sat isf ac-tion of the Site Manager. During asbestos removal work,

j samples shall be taken continuously outside each asbestos' control area within 10 feet of each decontamination en-! closure system exit and within 10 feet of eacn HEPAd

exhaust.

F. Air samples shall be taken in the breathing zones of |,

'

workers removing asbestos in sufficient numbers to permit <

1 estimation of peak and Time Weight Average (TWA) Expo- !

sures. At a minimum, for TWA exposures, one personalsample on the worker with the highest probable exposure is t

,

j required in each asbestos control area, per work snitt.

|| 1.8 SUBMITTALS

|>A. The Subcontractor shall, within fifteen days after receipt !

<

of Notice to Proceed, prepare and submit the following, as;

' ,

specified in this Sectiont,

1. Asbestos Removal Plan,

|

2. Subcontractor Qualifications };

3. Qualifications of Health and Satety Person I'

4. Training Certificatione of All Workers as Asbestos !

Abatement Workers According to Federal occupational [.

; Safety and Health Administrationi

1 ;5. Training Certificate 'of one Supervisor Certified by

U.S. EPA, National Asbestos Training Center, or !Satellite Center, or equivalent.

|~| fB. Asbestos Removal Plant In addition to the submittals !, specified in Section 01300, the Subcont ractor shall submit (j a detailed plan of the work procedurer, to be used in the

|removal and stockpiling of materials :ontaining asbestos. '

such plan shall include construction details of asbestos'

control barrier and decontamination enclosure system, air 'a

monitoring plan, an equipment decentamination plan, !4 location of asbestos control areas, layout of change '

* P.I.D. 06-S-03 I. *

I i

!,

Document No. 5025-RPL-S-01-00275-04, Issued for Construction-Revision 2 -' (Asbestos, Hazardous and Non-Hazardous Waste]* 4380S1 RFL-PH-I 02081 - 4 080988

- ____ _____-__-

rooms, disposal plan, type of wetting agent and asbestossealer to be used. This plan shall be as approved by theContractor and by the Colorado Department of Health, AirPollution Control Division prior to the start of anyasbestos work. The Subcontractor and his assigned personcompeteat in asbestos abatement shall meet with theContractor prior to beginning work to discuss in detailthe asbestos plan, including work procedures and safetyprecautions.

C. Subcontractor Qualifications:

1. A statement demonstrating Subcontractor's understand-ing of asbestos abatement shall include the followingas a minimum:

a. Knowledge of asbestos abatement techniques andstate-of-the-art abatement practices and equipment.

b. Knowledge of OSHA, EPA, NIOSH, CDH, and any otherapplicable regulations and requirements regardingasbestos abatement practices and equipment,

c. Knowledge of the special safety hazards andrequirements associated with asbestos abatementwork.

d. Knowledge of thJ health hazards of asbestos.

2. A statement demonstrating Subcontractor's qualifica-tions and experience shall include the following as aminimum:

a. Years firm has been engaged in asbentos abatement,including years engaged in asbestos removal.

b. List of projects completed in the last five yearsthat are similar in scope to this Project. In-clude name, address and telephone numbers of thepurchaser (s) of services; the industrial hygien-ist, if any, overseeing the workt locations andtype of work,

c. List all equipment, tools and materials availablefor use on this Project. Include certification bymanufacturer that all HEPA equipment meets ANSI29.2.

d. A description of the qualifications and experienceof all supervisors proposed for this Project.

* P.I.D. 06-S-03*

Document No. 5025-RFL-S-01-00275-04 |'

Issued for Construction-Revision 2 1

[ Asbestos, Hazardous and Non-Hazardous Waste)* 4380s |RFL-PH-I 02081 - 5 080988 |

. - _ _ _ _ _ _ _ _ _ _ _ _ - _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ - _ _

Include evidence of successful completion of anEPA-approved training course in asbestos removal(including subject matter and duration of course).Also include evidence of previous supervision ofat least two asbestos abatement projects similarin scope and nature to the present project,providing the name, address and telephone numberof each of the purchasers of services.

e. Describe the asbestos training program for theworkforce, including duration of course, subjectmatter and qualifications of the instructor.Minimal qualification for training for eacn em-ployee is 8 hours of instruction on the hazards ofasbestos exposure, on the use, fitting and limita-

i tions of respirators and protective clothing, onall aspects of asbestos abatement work procedures,protective measures, and safety precautions. Des-cribe any special expertise of any of the workers.

'

f. Give a breakdown of the composition of the work-force proposed for this Projecc including per-cent of personnel trained, experienced, fulltime 4

with company; percent of personnel trained, ex-;

perienced, parttime with company; and percent of :i "pick-up' labor. j

g. A copy of the Subcontractor's Personal Protectivei Equipment Program including the Respiratory Pro-

,

tection Program. Minimal qualifications are as,

; specified in 29 CPR 1926.58, Asbestos.

h. A description of the Subcontractor's medical sur-veillance for the employees. Minimal qualifica-tions shall be as specified in 29 CFR 1926.58 or

j where applicable, state regulations.

i. A statement regarding the Subcontractor's insur- ,

ance status. jD. Qualifications of Person Responsible for Health and Safety:

{1. A statement demonstrating the qualifications and ex-

,

perience of the person responsbile for Health and {Safety and air monitoring technicians that the Subcon-tractor intends to employ on this Project shall in- |

,

clude the following as a minimum:,

a. A record of experience qualifying the Health andSafety Person as a professional and specialist in |

,

1 i

* P.I.D. 06-S-03:

I

iDocument No. 5025-RFL-S-01-00275-04!Issued for Construction-Revision 2 :

(Asbestos, Hazardous and Non-Hazardous Waste]* 4380Si RFL-PH-I 0 2 081 - ti 080984 i

i

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

_ _ - _ - _ _ _ _ _ _ - _ _ - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ ______

;

| asbestos abatement. As a minimum this shall in-'

'

clude a review of previous experience in asbestosabatement projects including the name and address

; of the purchaser of the service, location of the ;

i work performed, and a review of the industrial !

hygiene activities performed for eacn job.,

i'

b. If air monitoring technicians will participate in !. this Project, submit, for each technician, a des- (' cription of his or her training in ascostos air r

monitoring and a review of previous air monitoring [experience in asbestos removal projects, including I

'

the name and address of the purchaser of the ser- i

i vice, location of the work performed and a review) of all air monitoring and other inspection activi- !

ties performed for each job. i,

a

c. Submit a statement for each person who may be '

doing asbestos air sample analysis indicating the !,

i qualifications, training program and experience in'

; asbestos air sample analysis, analytical methodsj used, dates of training, and average number of

asbestos samples analyzed per month in the last;

] year.4 i

I d. A statement indicating the Health and Safety Per- !) son's degree of authority on this Project for i

effecting corrective actions deemed necessary in !his or her judgement.

!. :

| !E. The Subcontractor shall, within forty-five days after |; receipt of Notice to Proceed, prepare and submit thej following,

1

! 1. Identification and characterisation report on! suspected hazardous waste as defined in Part 3,j Execution 3.1,s.l*

ii f

!1.9 COLORADO DEPARTMENT OF HEALTH, AIR QUALITY CONTROL DIVI- !| SION REQUIREMENTS j

A. The Subcontractor shall comply with the following provi- i; sions of Colorado Air Quality control Commissaon Regula-j tion No. 8 of the State Solid Waste Regulations:!

] 1. As of July 1, 1987, til persons who wish to conduct (a asbestos abatement work in Colorado are deemed certi- tj .fied according to the requirements contained in |J 25-7-505 providing that 1) all the applicant's employ- j

* P.I.D. 06-S-03 !; t

ii

!j Document No. 5025-RFL-S-01-00275-04 |i Issued for Construction-Revision 2 tI [ Asbestos, Hazardous and Non-Hazardous Waste)* 4380S r

RFL-PH-I 02081 - 7 041586 !-

: r__ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _

_ _ _ _ _ _ _ _ _ _ _ _ _ _

een have been trained according to Federal Oc,upa-tional Safety and Health Administration worker train-ing requirements for asbestos abatement workers, and2) the applicant employs at least one trained supervi-sor who must be on-site at all times when abatementwork is proceeding.

2. As of July 1, 1987, all abatement project supervisorsshall be deemed certified as trained supervisorsaccording to the requirements contained in 25-7-506providing an applicant has completed a three-day or*onger asbestos abatment supervisory course given byany U.S. Environmental Protection Agency NationalAsbestos Training Center or Satellite Center, or equi-valent, within the preceding 12 months from enactmentof this regulation.

PART 2 - PRODUCTS

2.1 EQUIPMENT

A. The need for scaffolds, ladders, and powered equipment isapparent due to the height at which some materials to beremoved are located. These conditions create otherha:ards covered for compliance in the Construction Saf etyand Health Management Program contractually required inSpecial Conditions.

B. The Subcontractor shall include in the procedures plan,specified in Article 1.5 above, the construction sids heintends to provide.

C. Construction sids shall be cleaned and free of asbestosfibers (and radioactive contamination as specified inArticle SC-6 of the Special Conditions) before removalfrom site-controlled work areas.

D. The Subcontractor shall provide all necessary transportvehicles for hauling the asbestos-containing materials tothe stockpiling area and shall provide excavating and com-pacting e for storage of the asbestos-containingmaterials.quipment

(E. Containers for storage of asbestos and other sus?ectedha:ardous and non-hazardous waste materials s ha;,1 beprovided by the Subcontractor.)*

* P.I.D. 06-S-03

'


(Asbestos, Hazardous and Non-Ha:ardous Waste]* 4380SRFL-PH-I 02081 - 6 080988

- _ _ _ _ - - _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - _ - - _ _ - - _ _ _ _ _ _ _ _ _ _ . _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

PART 3 - EXECUTION_

<

3.1 ESTIMATED AMOUNTS OF ASBESTOS-CONTAINING AND HAZARDOUS'

WASTE MATERIALS TO BE REMOVED,

A. Asbestos-Containing Material ,

1 :

1. An estimated amount of friable asbestos is approxi-mately 18 cubic yards. Friable asbestos is present in '

tne following areas of the existing facilities at theOld and New Rifle processing sites:,

i a. Central Area South of Red Cake - Mill Yard Area ,

[,

] b. North End Corner of Solvent Extraction (SX) Area - (Piping and Hopper ;

c. Underground Tunnel - 8 Elbows, 6-inch Diameter {!

] d. Kiln Pipe Support Beans and Stretcher Pipe!

e. Piping near Conveyots - North and South (400' x 8') :,

2:

Interior Piping (150' x 3' x; f. Old Mill Building *-

j l' Approximately),

9 South Side of Solvent Extraction (SX) to Red Cake(400' x 8' x l' Approximately)

'

h. South of Equigment Storage Area New Pipes, 20 i-

; Each, 20' x la x 1/2' !

'2. Non-f riable asbestos, identified as 3/4-inch Transite !

| siding. There is approximately eighteen tnousand two |1 hundred and f orty (18,240) square feet. The asbestos ;

I Transite siding is located on the buildings, or in !-

! stockpiles. (In addition, there is approximatelyj 6,000 square feet of floor tile in the New Rifle1 office / Warehouse and approximately 1,000 square feetj of floor tile in the old Rifle Assay Building :

<

containing chrysottle asbestos.)* J

1

{ (3. The Subcontractor is to make a complete survey of the !Old and New Rifle site to determine if additional I.

asbestos (friable or non-friable) is present. A] report will be submitted to the Contractor cetailing

locations and extent of additional asbestos. Tne,

; Subcontractor will be given direction for nandling of; these materials, and may result in a Subcontract

{ Change Notice.)*

! * P.I.D. 06-S-03j

l

Document No. 5025-RFL-S-01-00275-044

j Issued for Construction-Revision 21 { Asbestos, Hazardous and Non-Hazardous Waste)* 4380si RFL-PH-! 02081 - 9 ud15d8;

_ _ _ _ - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . - - _ _ _ _ _ _ . _ _ _ _

(B. SUSPECTED HAZARDOOS WASTE MATERIAL IDENTIFICATION ANDCHARACTERIZATION

1. The esti-a Juantities of hazardous waste materialsidenti. the Contractor for removal ano*

,

stockp. stipulated in a separate publicationi '

entitle Jation for Bidders *.

A. Idt cion and characterization of suspected'

.

. waste materials shall include provisionhaeatof labor, materials, manpower, equipment, tools,accessories. and incidentals for identification,chara:terization, and preparation of recommenda-.

tions for handling, removal and disposal of suchwaste materials.

B. The work shall also include furnishing of quali-fied personnel and taking of samples which shallbe analyzed by an accredited AIHA Laboratory. '

C. The S ubcor.t r acto r shall carry out a completeidentification and characterization of allsuspected hazardous wastes at both sites.Suspected hazardous wastes shall include, but notbe limited to, spills, residual materials inpiping, materials in drums, transformer ' oil,

sludge in the bottom of tanks, and the like.

D. Subcontractor shall submit three copies of awritton report to the Contractor. The reportshall include the following as a minimum:

|

1. Identification of waste and location.

2. Characteristics of waste.3. Radiological contamination.

4. Handling, removal and disposai recommend 4tions.'

C. After review of the repnet, the Succontractor maybe required, by a Subcontract Change Notice, toremove and stockpile identified wastes.]*

1

* P.I.D. 06-S-03

Document No. 5025-RFL-S-01-00275-04i iIssued for Construction-Revision 2 ;

[ Asbestos, ilazardous and Non-Hazardous Waste]* 4380SAFL-PH-I 02081 - 10 081588

, -. , , . . . - _ . - - . , - - , . . --

3.2 REMOVAL METHOD OPTIONS AND EXECUTION

A. The Subcontractor may choose either or both of the follow-ing options for removal of (asbestos containing]* pipinginsulation.

Option #1 - Stripping insulation from the pipes, includinga pipe surface clean-up operation.

Option #2 Remove piping in units or sections with in--

sulation in place. The maximum allowable unit size isdependent on container size.

B. (Non-Hazardous wastes and hazardous waste shall beremoved,)* containerized and stockpiled in accordance withthe provisions of Article 1.5.

a

3.3 DISPOSAL LOCATION, TRANSPORT AND BURIAL

A. All friable and non-friable asbestos removed shall. bestored at a pre-designated area shown on the SubcontractDrawings. The area shall be distinguished by installingflags, or by boundary markers approved by the Contractor.The flags or markers shall be installed at each corner ofthe area and at a spacing not exceeding 40 feet.

B. Asbestos-containing materials shall be adequately wettedpursuant to 40 CFR 61.147 and contained for transport tothe storage site. The method for containment may includesealing, wrapping and bagging. It is the Subcontractor'sresponsibility to arrange for a water supply needed to wetthe asbestos materials.

C. For disposal and transport, 40 CFR 61.152 and 40 CFR 61.153applies.

<

3.4 CLEANING WORK AREAS AFTER ASBESTOS REMOVAL,

A. After asbestos-containing materials have been removed,contained and transported, work areas shall be cleanedwith significant assurance there are no asbestos fibers tobecome airborne when other work such an structural demoli-tion by others takes place.

B. The Subcontractor shall notify the Contractor's site Man-ager when work is complete for a final visual inspection.

C. (deleted]*.

'* P.I.D. 06-S-03

i i

: Document No. 5025-RFL-C-01-00275-04Issued for Construction-Revision 2 |(Asbestos, Hazardous and Non-Hazardous Waste}* 4380S :RFL-PH-I 02081 - 11 081588

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(C.]* Clearance Air Sampling Aggressive air sampling (as per-,

EPA) shall be conducted to the satisfaction of the Site'

Manager at each asbestos controlled work area. Asbestoscontamination levels must be below 0.1 fibers /cc air.


4.1 MEASUREMENT

(A. Measurement and payment for identification and charac-terization of suspected hazardous waste materials will beby the lump sum price quoted therefore in the Bid Sene-dule. The price quoted shall include full compensationfor furnishing all labor, materials, equipment, labora-tory, tools, accesories, incidentals including qualifiedpersonnel, and for performing all work specified in thissection including, but not limited to, all sampling, test-ing, reports and recommendations.]*

(B.]* Measurement for payment for removal and stockpiling ofasbestos and non-hazardous waste materials will be on alump sum basis.

4.2 PAYMENT

Payment for removal and stockpiling of asbestos andnon-hazardous waste materials will be by the lump sumprice quoted therefor in the Bid Schedule. (The price,

quoted shall include full compensation for completeremoval, containerization and stockpiling of all iden-tified asbestos and non-hazardous waste materials in thedesignated manner.]*

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END OF SECTION 02081 |.

* P.I.D. 06-S-03- '

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(Asbestos, Hazardous and Non-Hazardous Waste]* 4380SRFL-PH-I 02081 - 12 081588, ,

_ _ _ . - -_ _ __ - . . __ , - - - - - . .

SECTION 02090 ]

SEALING ABANDONED WELLS

PART 1 - GENERAL

1.1 SCOPE

A. This Specification Section describes the requirements forsealing of existing test wells. The approximate locationsof the known wells to be sealed are shown on the Subcon-tract Drawings.

B. Table 02090-1 lists all known wells that are to .besealed. Table 02090-2 lists all known wells that are tobe saved.


A. The Publications listed below form a part of this Speci-fication to the extent referenced. The publications arereferred to in the text by the basic designation only:1. Manual of Water Well Construction Practices, En-

vironmental Protection Agency, EPA-570/9-75-001.

2. American Society for Testing and Materials (ASTM):C150-85 Standard Specification for Portland Cement(Rev. A).

3. State of Colorado, Revised and Amended Rules andRegulations for Pump Installation Contractors,Abandonment and Appeals Sections, Effective DateDecember 15, 1972,

1.3 SITE CONDITIONS

subcontract Drawings show all known wells on and in thevicinity of the site. Wells not designated to be sealed<

shall be protected to prevent damage during construction.I

Such wells, if damaged, shall be reconstructed by the Sub-contractor at no cost to the Contractor.

!

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Sealing Abandoned Wells 4207SRFL-Pii-I 02090 - 1 080988

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,

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TABLE 02090-1 I

WELLS TO BE SEALED

NEW RIFLE PROCESSING SITEExca-

Screened Depth vated LengthCasing Interval of Depth To Be

Well Coordinates Diameter Depth Borehole Plus SealedNo. Nortn East & Type Feet Feet 2 Feet Feet

:

Wells to be Sealed-

600 23172.37 46209.69 2" PVC 12.0 to 17.4 5.0 12.417.0

601 23184.27 46216.59 2' PVC 5.0 to 12.0 5.0 7.010.0

615 25249.24 47148.53 2' PVC 9.0 to 29.0 8.0 21.019.0

Wells Completed in Wasatch Formationi

623 23133.95 46478.82 4' Un- 46.5 to 96.0 4.0 92.0known 66.5 approx.



|

(OLD RIFLE PROCESSING SITEExca-

Screened Depth vated Length{Casing Interval of Depth To Be jWell Coordinates Diameter Depth Borehole Plus Sealed |

No. North East & Type Feet Feet 2 Feet Feet

Wells to be Sealed

585 25836.16 60509.49 4' Un- 20 20 7 13.0knowni

592 25794.91 60358.03 Unknown 25 25 7 18.0]*

* P.I.D. 06-S-03!

1

i

Document No. 5025-RFL-S-01-00177-03I Issued for Construction-Revision 1

Sealing Abandoned Wells 4207SRFL-PH-I 02090 - 2 080988

. , _ _ _ _ - - _ - _ _ _ _ . - _ _ . _ - - - _ . _ - . - _ - - _ - - _ - - _ _ - - _ _ _ _ . _ - - _.. _ _ _ _ . _ , - _

TABLE 02090-2

WELLS TO BE SAVED

New Rifle Processing Site

CoordinatesWell No. North East

581 23390.04 46708.23582 23380.95 46716.48583 23373.79 46706.84 |

584 23647.48 46912.63585 25310.7 49003.64 '

586 23612.9 46916.57587 23632.39 46918.33588 23879.24 47867.83591 25105.88 49085.78592 25099.55 49076.87593 24431.33 47775.01594 24439.03 47782.39595 23341.78 46757.85610 25420.44 46583.74611 23399.44 46717.02612 23332.07 46732.54613 23320.50 46710.20614 23340.55 46725.86 i

616-B 23095.63 46995.36619 23385.03 46690.69627 23156.18 46746.82628 23097.89 46849.70

; 629 23198.76 46817.88 |

630 23836.86 46203.76| 631 23866.36 46204.40

633 25233.73 46763.92 |!i

r|

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Document No. 5025-RFL-S-01-00177-03 |'



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TABLE 02090-2 (Cont'd)

Old Rifle Processing Site

CoordinatesWell No. North East

581 25859.67 59739.0158'e 25865.73 59749.59583 25653.45 59749.05 '

584 25656.51 61016.41

(Deleted]*586 25399.89 59233.84587 25400.82 59221.53588 25400.83 59209.57591 25897.09 60730.43(Deleted]*593 26107.31 59951.93594 26066.71 59686.07595 25798.81 59948.87596 25613.6 59506.5623 26007.93 60809.99624 26020.69 60783.62

PART 2 - PRODUCTS

A

2.1 MATERIALS

A. Approved sealing materials are as follows: !

1. Cement used for sealing mixtures shall meet the re-quirements of ASTM C150 ' Standard Specification forPortland Cement," Type V (high sulfate resistance).

2. Cement grout shall be composed of one sack of PortlandCement (94 pounds), with 3 to 5 percent, by weight, ofcommercially processed sodium bentonite, to not morethan 6 gallons of potable water in order to achieve a

* P.I.D. 06-S-03 !

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Sealing Abandoned Wells 4207S 1

RFL-PH-I 02090 - 4 081588 ;

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weight of not less than 15 pounds per gallon. Theweight of the neat cement shall be sufficient to pre-vent flow of water into the well from any aquiferpenetrated. Calcium chloride may be added to a Port-land cement grout to accelerate the set, b't it shallnot exceed two (2) pounds per sack of dry tv mat.

PART 3 - EXECUTION

3.1 GENERAL

A. The State of Colorado well abandonment regulations speci-fied in Article 1.2.A.3 require that wells be sealed in amanner that is compatible with the well design and so asnot to act as a conduit for future contamination ofgroundwater. Detailed well sealing criteria are outlinedin the Environmental Protection Ag0ncy (EPA) Manual ofWater Well Construction Practices, EPA-570/9-75-001, Arti-cle 56, pages 133-142. The basic premise of the EPA cri- |

terion is to seal abandoned wells and to restore, as much,

as possible, the geohydrologic regime in existance before '

the well was constructed. The following criteria shallapply to all wells to be sealed on and in the vicinity of <

the processing and disposal sites: 1

1. Well sealing operations shall be performed by a State-licensed (Colorado) drilling contractor.

2. All wells shall be sealed in such a manner that they |will not act as a conduit for fluids to flow from the !specific strata in which they were originally encoun-tered.

3. All wells shall be located in the field and sealed bythe Subcontractor prior to the beginning of stripping,grading or other surface-disturbing activities thatwill hinder the detection and sealing of wells. Ifany well cannot be located after a reasonable search,the Subcontractor shall, prior to the commencement of jthe well sealing operations, submit to the Contractor

ia written report documenting the well number, the |

areas covered and the effort spent in the search. !l4. Upon discovery of any unknown wells during the earth-i

work operations, the Subcontractor shall give the Site |Manager immediate verbal notice followed by written |confirmation within 24 hours.

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Sealing Abandoned Wells 4207SRFL-PH-I 02090 - 5 080988.

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5. Wells shall be sealed according to the following pro-cedures:

a. The Subcontractor shall check each well to be'sealed for obstructions that may interfere with

the sealing operation and shall remove any suchobstructions prior to starting filling operations,

b. In order to seal the well properly it is prefer-rable to remove tne well casings by metnodsapproved by the Contractor as outlined in Article56 of the EPA Manual of Water Well ConstructionPractices. Upon removal, if the casings and thematerials are found to be contaminated, they shallbe decontaminated as required by the Contractor,or stockpiled with demolition debris after break-ing into lengths not greater than 10 feet. Ifcasing removal is not feasible, the casing shallbe perforated, ripped or otherwise disintegratedby mothods outlined in Article 56, to ensuregrouting of the entire annular . space between thecasing and the borehole.

c. The approved methods f or the placement of a groutseal shall be as follows:

1) In wells where casing is removed, the cementgrout shall be introduced at the bottom of thewell or interval to be sealed (or filled) and i

placed progressively upward to the top of the I

well. The grout shall be placed by the use ofi grout pipe, drop pipe, tremie, cement bucket

or dump bailer, in such a way as to avoid ,

segregation or dilution of the sealing mate- '

; rials. Dumping grout material from the top of '

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the well shall not be permitted.'

2) In wells where casing is not removed, the cal- |culated amount of neat cement. grout required '

to fill tha well interval plus the annularspace outside the lining shall be placedwithin the space to be cemented, running the,

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cement through a special cementing packetmanufactured for this purpose and installedimmediately above the perforated or rippedzone. The cement shall be injected at a pres-sure calculated to be at least 50 psi greaterthan the normal hydrostatic pressure within

! the well at the point of inject:,on.

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Document No. 5025-RFL-S-01-00177-03) Issued for Construction-Revision 1J Sealing Abandoned Wells 4207S; RFL-PH-I 02090 - 6 080988

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d. For all wells located in areas where the construc-tion grade elevation will be greater than or equalto the existing grade surface, existing casingsand cement grout seals shall be removed to a mini-mum depth of 2 feet below the existing grade sur-face, and as otherwise required for construction.Grouting shall extend to 2 feet below the existinggrade. The interval from the top of the grout tothe existing grade surface shall be filled with a,

mixture of uncontaminated soil (ML or CL) and a,

# minimum of 25 percent by weight of commerciallyprocessed sodium bentonite. The mixture of uncon-taminated soil shall be hand-tamped, as required.

e. For all wells located in areas where the construc-tion grade surface will be less than the existinggrade surface (i.e. in areas of proposed cut), theexisting casings and cement grout seals shall beremoved to a minimum of 2 feet below the grade cutelevation and as otherwise required for construc-i

tion. Grouting shall extend to 2 feet below thegrade cut elevation. The interval from the top of

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the grout to the grade cut elevation shall befilled with a mixture of uncontaminated soil (MLor CL) and a minimum of 25 percent by weight ofcommercially processed sodium bentonite. Theinterval from the top of the soil / bentonitemixture shall be filled with available soil. Theuncontaminated soil mixture and available soilshall be hand-tamped, as required.

6. Within 30 days of the completion of well sealings, theSubcontractor shall submit a Well Abandonment Affida-vit to the Colorado Division of Water Resources. A

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copy of the affidavit shall be submitted to the Con-tractor.

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PART 4 - MEASUREMENT AND PAYMENT,

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: 4.1 M8ASUREMENT

Measurement for payment for sealing of abandoned wellswill be by the linear feet of wells sealed, as measuredfrom the bottom of well to the top of seal. |

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Document No. 5025-RFL-S-01-00177-03'

Issued for Construction-Revision 1Sealing Abandoned Wells 4207S

RFL-PH-I 02090 - 7 080988

4.2 PAYMENT

Payment for sealing of abandoned wells will be by.the unitprice per linear foot quoted therefor in the Bid Schedule.The price quoted shall include full compensation forfurnishing all materials, equipment, tools, accessories,incidentals, labor, and for performing the work specifiedin this Section including decontamination and disposal ofmaterials and equipment.


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SECTION 02110

SITE CLEARING

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PART 1 - GENERAL ]I

1.1 SCOPE

This Specification Section describes the requirements forclearing of vegetation, stripping of topsoil, and stock- ,

piling of cleared and stripped materials. ,

1.2 WORK NOT INCLUDED ,

Disposal of contaminated cleared and stripped material |will be by others, i

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1.3 DEFINITIONS

A. Topsoil: Topsoil shall consist of natural, friable soilrepresentative of productive soils in the vicinity, and i

includes roots, organic materials, vegetation, and othermaterials unsuitable for structural fill.

B. Clearing: Clearing is defined as removing brush, ' othervegetation and immature trees. All such vegetation andimmature trees shall De cleared down to the natural groundsurface.

C. Stripping of Topsoil: This shall consist of the removalof topsoil by blading with a bulldozer or other equivalent .means. Depth of stripping shall be 6 inches, unlessotherwise indicated elsewhere in the Subcontract Documents.

1.4 RELATED WORK

Section 02200 - Earthwork

PART 2 - PRODUCTS

(Not Used)


Site Clearing 4208SRFL-PH-I 02110 - 1 082087

PART 3 - EXECUTION

3.1 PRESERVATION OF PROPERTY

Existing improvements, adjacent property, utility andother facilities, and trees and plants that are not to beremoved shall be protected from injury or damage.

3.2 CLEARING

A. Clearing shall be performed on all areas of constructionactivities. Contaminated cleared materials shall be keptseparate from uncontaminated cleared materials.

B. Uncontaminated cleared materials shall be disposed ofoffsite as Subcontractor's property.

C. Contaminated cleared material shall be reduced in size asrequired by the Contractor and stockpiled onsit_e for laterdisposal in the tailings embankment by others.

3.3 STRIPPING

A. Uncontaminated Areas Stripping will be required in thefollowing areas:

1. Beneath all fills in areas where excavation is not,

otherwise required;

2. Beneath areas of riprap protection where excavation isnot otherwise required.'

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I 3. In areas of excavation where excavated materials are ,

to be used as fill. |

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B. Contaminated Areas: In areas of excavation where the'

contaminated surfaces are covered by vegetation, theremoval of topsoil may be carried out together with the

: excavation in one operation.

C. Stripped material shall be disposed of as specified in; Article 3.4.

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Document No. 5025-RPL-S-01-00178-021

! Issued for Construction-Revision 0Site Clearing 4208S

RFL-PH-I 02110 - 2 - 082087

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3.4 STOCKPILING OF UNCONTAMINATED TOPSOIL

Stockpiling of uncontaminated topsoil shall be performedonly when required by the Contractor upon his determina-tion that there is sufficient uncontaminated organic top-soil in the area to justify the operation. Stockpiledtopsoil will be used for finish grading and seeding byothers.

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4.1 MEASUREMENT

Separate measurement for payment will not be made for workspecified in this Section. All such work will be con-.

sidered incidental to the applicable related items of work.

4.2 PAYMENT

Separate payment will not be made for work specified inthis Section. Full compensation for such work will beconsidered incidental to the applicable related items ofwork.

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Document No. 5025-RFL-S-01-00178-02 |

Issued for Construction-Revision 0 |Site Clearing 4208S |I RFL-PH-I 02110 - 3 082087 j;1

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SECTION 02141

DEWATERING AND DRAINAGE

PART 1 - GENERAL

1.1 SCOPE

A. This Specification Section describes the requirements forthe disposal of surface and subsurface water from the work

,

areas, and for the design, construction and maintenance ofdewatering and drainage facilities.

B. If the groundwater level is higher than the bottom ofexcavation, the Subcontractor shall dewater the excava-tion, as required, for performance of work in the dry.Stormwater shall be removed from the excavation to main-tain dry conditions.

C. A dewatering scheme for work in uncontaminated areas isnot shown on the Subcontract Drawings. The Subcontractorshall, as required, design and construct additionalgravity or pump systems or a combination of both systemsfor dewatering of water from uncontaminated work areas.

D. A gravity dewatering scheme for work in contaminated areasis limited to the temporary drainage ditches as shown onthe Subcontract Drawings. The Subcontractor shall, asrequired, design and provide additional gravity or pumpsystem or a combination of both systems for dewatering ofwater from contaminated work areas.

E. Contaminated material excavation done prior to the con-struction of the temporary ditches and retention basinswill be diked to prevent runoff from the processing sites.

1.2 DESCRIPTION

A. The work of this Section includes, but is not limited to:dewatering the excavations by installing sump pumps in theexcavations and disposal of water by excavating drainageditches. Water from uncontaminated areas shall be pumped,-

or allowed to flow by gravity, to drainage ditches leadingto the existing drainage courses that flow offsite. Waterfrom contaminated areas shall be pumped, or allowed to

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RPL-PH-I 02141 - 1 080988,

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B. The ibcontractor shall be responsible for designing,scheduzing, utilizing, providing, and maintaining any -

dikes, ditches, channels, fiumes, drains, culverts, sumps,pumping equipment, monitoring wells, other subsurfacedewatering devices, and other temporary diversion and pro-tective work necessary to ensure that construction shallbe performed in areas free from water.

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Drainage work related to the construction of temporaryfacilities specified in Section 01500 is not included inthe scope of work of this Section.

1.4 RELATED WORK

A. Section 02200 - Earthwork

B. Section 02771 - Membrane Liner.

PART 2 - PRODUCTS

2.1 MATERIALS AND EQUIPMENT

The Subcontractor shall furnish all materials, equipmentand appurtenances required for furnishing, installing andremoving dewatering facilities, and shall also supply suf-ficient standby pumping and auxiliary equipment to pre-clude any interference to pumping operations duringperiods of breakdown and maintenance.

PART 3 - EXECUTION,

1

3.1 DEWATERING PROCEDURES

A. Water from uncontaminated areas shall be pumped, or al-3

lowed to flow by gravity to natural drainage courses.

B. Ali water f rom contaminated areas including storm runoff I

will be considered contaminated and shall be either pumped ;

or allowed to flow by gravi % to nearby drainage ditches,

! leading to wastew.tcr 6veention basins. Water from the '

wastewater retention basins shall not be used for dust and *'

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Document No. 5025-RFL-S-01-00179-03Issued for Construction-Revision 1I Dewatering and Drainage 4209S

RFL-PH-I 02141 - 2 080986i

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moisture control in uncontaminated fills or in uncon-taminated roads. Silt fences may also be required in someareas during excavation.

C. The water level in excavation shall be maintained belowthe lowest point in the excavation until the backfillingof the excavation has been completed, unless otherwiseapproved by the Contractor.

(D. No drainage from the processing and disposal site con-struction activities shall be allowed to enter onto Statehighway road surfaces. Existing drainage structures shallbe extended to accommodate new construction and safetystandards.)*

3.2 WASTEWATER RETENTION BASINS AND DRAINAGE DITCHES

A. Wastewater retention basins and drainage ditches shown onthe Subcontract Drawings shall be constructed as specifiedin Section 02200.

B. Additional new drainage ditches, if required, shall beconstructed by the Subcontractor for collection ofwastewater into the retention basins.

3.3 MAINTENANCE

Tne Subcontractor shall be responsible for the maintenance'

of drainage facilities during the term of the Subcontract.Drainage ditches and pipes may require periodic cleaning.Pipes and ditches shall be kept f ree of sediment deposits,debris and other materials that may restrict or preventdrainage. The Subcontractor, when directed by the Contrac-i

t tor, shall remove and replace all items not functioningproperly because of clogging, damage, or deterioration.

(PART 4 - MEASUREMENT AND PAYMENT

' 4.1 MEASUREMENT

Separate measurement for pa will not be made for wornj required under this Section.yment||

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* P.I.D. 06-S-03


Dewatering and Drainage 42098RFL-PH-I 02141 - 3 080988

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*4.2 PAYMENT,

Separate payment will not be made for work required underthis Section. All costs in connection therewith will beconsidered to be incidental in the applicable relateditems of work to which they pertain or shall be incidental 1

to the Subcontract.)*

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: Document No. 5025-RFL-S-01-00179-033 Issued for Construction-Revision 1

Dewatering and Drainage 4209SRFL-PH-I 02141 - 4 080988,

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SECTION 02200

EARTHWORK

PART 1 - GENERAL'

1.1 SCOPE

A. This Specification Section describes the requirements forthe following:

1. Earthwork related to the construction of the following:

a. Temporary drainage ditches.

b. Wastewater retention basins,,

c. Decontamination pads,

d. Pad for wastewater treatment plant.'

e. Pipe trenches,

f. Excavation of contaminated material and back-'

filling with uncontaminated material in the AccessControl and Staging Areas, and associated roads.

(g. Channelization and turnout work on State Ifighway0.]*

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2. Furnishing and placing erosion protection materialswhere shown on the Subcontract Drawings, t

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B. Construction restraints are specified in Article SC-3 of ,

] the Special Conditions.i

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! 1.2 WORK NOT INCLUDED

Earthwork related to the construction of temporary roads|

specified in Section 01500 is not included in this Section.

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* P.I.D. 06-S-03

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Document No. 5025-RPL-S-01-00180-03"

Issued for Construction-Revision 1Earthwork 4210S

RFL-PH-I 02200 - 1 080988,

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1.3 RELATED WORK

A. Special Conditions - Article SC-1: Definitions

s. Section 01300 - SubmittalsC. Section 01500 - Temporary Facilities: Dust Control

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D. Section 02050 - Demolition

E. Section 02060 - Existing Utilities

F. Section 02110 - Site Clearing

G. Section 02141 - Dewatering and Drainage

H. Section 02500 - Paving and Surfacing

1.4 DEFINITIONS

A. Contaminated materials and uncontaminated materials aredefined in Section SC-1 of the Special Conditions.

B. Excavation; Excavation shall include rer. oval of all mate-rials encountered regardless of the nature of the mate-rials encountered including rocks up to the size of 4,

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cubic yards. Excavation shall be classified into: 1) con-taminated materials excavation and 2) uncontaminated mate-

| rials excavation. Soil investigations do not indicatepresence of large rocks in the area. Should individualrock size larger than 4 cubic yards be encountered, thecompensation to Subcontractor will be by a Change Order.

.

. C. Contaminated Materials Excavation: Contaminated materials!

excavation shallinclude excavation of contaminated I

materials from the windblown areas, evaporation ponds, thewastewater retention basins and the washwater recircula-tion ponds.

D. Uncontaminated Materials Excavation: Uncontaminatedmaterials excavation shall include excavations of'

uncontaminated materials from the various areas of the ,

sites including, but not limited to, excavations for !embankment, drainage ditches, retention basins, trenches, I

| and finish grading. |

4 E. Overexcavation: Overexcavation is defined as excavationcarried out beyond the lines and grades indicated on theSubcontract Drawings, or beyond the limits authorized by.,

i the Contractor's HP personnel.

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F. Slimes: Slimes are the f raction of the tailings consist-ing of silty clay, clay and clayey silt generally definedas containing 70 percent or more of minus No. 200 Sievematerial.

G. Percent Maximum Density: Percent maximum density is apercentage of the maximum density obtained by the testprocedure presented in ASTM D698 and ASTM D1557, as appli-cable.

H. Topsoil: Topsoil for use as seed bed shall be free of anyadmixture of subsoil, foreign matter, toxic substances,and any material or substance that may be harmful to plantgrowth.

I. Tailings Embankment: Relocated tailings embankment shallconsist of relocated contaminated materials, demolishedmaterials and debris, and the protective cover materials. -

; Tailings embankinent will be constructed by others.

J. Temporary Drainage Ditches: Temporary draina ditchestemporary' geshall be all drainage ditches of nature and

shall include diversion, collection and interceptorditches.

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A. The Publications listed below form a part of this Specifi-<

cation to the extent referenced. The Publications arereferred to in the text by the basic designation only:.

1. American Society for Testing and Materials (ASTM):,

ASTM D698-78 Test Methods for Moisture Density |! Relations of Soils and Soil-Aggregate i

Mixtures Using 5.5 lb. (2.49-kg) || Rammer and 12-in. (305-mm) Drop |<

1ASTM D1556-82 Test Method for Density of Soil in j,

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Place by tho Sand-Cone Method

ASTM D1557-78 Test Methods for Moisture DensityRelations of Soils and Soil-AggregateMixtures Using 10-lb. (4.54-kg) Rammerand 18-in. (457-mm) Drop.

ASTM D2167-84 Test Method for Density and Unit Weightof Soil In-Place by the Rubber-BalloonMethod

i Document No. 5025-RFL-S-01-00180-03Issued for Construction-Revision 1

Earthwork 4210SRFL-PH-I 02200 - 3 080988 1

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ASTM D2216-80 Test Method for Laboratory Determina-tion of Water (Moisture) Content ofSoil, Rock, and Soil-Aggregate Mixtures

ASTM D2922-81 Test Methods for Density of Soil andsoil-Aggregate in Place by NuclearMethods (Shallow Depth)

(B. All work within the Colorado State Highway rights-of-wayshall conform to the applicable provisions of the latestcopy of the Standard Specifications for Road and Bridgeconstruction (Colorado standard Specifications) of theState Department of Highways, Division of Highways, Stateof Colorado.)*

1.6 QUALITY ASSURANCE

A. The Contractor will take soil samples and perform moisturedensity tests to ascertain that the work is being per-formed in compliance with these Specifications. Samplesmay be taken at the place of excavation, stockpiles, or onthe fill itself. The Contractor will conduct the density<

and other tests on the fill and related laboratory testingas f requently as the Contractor considers necessary. TheSubcontractor shall remove surface material and renderassistance as necessary to enable sampling and testing.

;

B. Methods of Sampling and Testing:.

1. In-Place Density: ASTM D1556, D2167, or D2922,

2. Moisture Content: ASTM D2216i

3. Laboratory Moisture-Density Relations: ASTM D698,! ASTM D1557

C. Suitability of Materials: The suitability of all mate-rials for foundations and backfill will be determined bythe contractor. Fill material shall be approved material

; from borrow areas or required excavations.,

D. The Contractor may direct that inspection trenches or test;

pits be cut into fills and backfills to determine that theSpecifications have been met. Such trenches or pits will4

be of limited depth and size, and shall be backfilled with1

the material excavated therefrom, or other fill materialmeeting the requirements for thw zones cut into. Backfill

, shall be compacted to a density at least equal to that of1 the contiguous fill.

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i Earthwork 4210S |RFL-PH-I 02200 - 4 080988 '

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E. When the Contractor directs inspection trenches or testpits to be excavated into fills and backfills and mate-rials are found to meet all Specification requirements,the excavation and refilling snail be paid for as addi-tional work pursuant to the applicable provisions of the '

General Conditions. Inspection trenches or test pits, and ,

the refilling of the same, shall be at the Subcontractor's '

expense when it is found that the materials do not meetthe Specification requirements.

F. Tolerances: See Specification Section 01052, Article 1.5.

4

1.7 PROTECTION

A. The Subcontractor shall protect the following:

1. Trees, shrubs and other features outside the areas ofconstruction.

! 2. Benchmarks and monuments, existing structures, fences,walks, pavings, curbs, etc. from equipment'and vehicu-lar traffic.

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3. Above and below ground utilities.,

4. Excavations from cave-in by snoring, bracing, sheet-,

piling, underpinning or by other methods.

5. Bottoms of excavations and soil adjacent to and-

beneath foundations from frost.

6. Perimeter of excavation top to prevent surface water,

runoff into excavation.

7. Monitor wells not to be abandoned.!

PART 2 - PRODUCTSJ

2.1 UNCONTAMINATED FILL MATERIALS (' A. Generalt

! 1. Fill materials shall be obtained from the required,

excavations to tne extent available. Where the'

excavated materials do not meet the requirements ofthe Specifications or they are not available, thematerials shall be furnished from Subcontractor's,

i borrow areas.;

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2. The Subcontractor shall make his own determination ofany processing that may be required, and shall performtesting as required to meet the Specifications for thevarious construction materials.

B. General: Uncontaminated fill materials for common orgeneral fill and imported fill shall conform to the '

following requirements:

1. Uncontaminated fill materials shall not containI organic material or other deleterious substances.

2. Maximum particle size shall not be greater than thecompacted lift thickness in any dimension, except asnoted hereinafter. Individual large stones shall bedistributed within the fill materials to providevisual void-free mass, and be able to meet the re-quirements of Article 3.8.A. For fill areas under,

! pavement locations, maximum stone dimension allowed inthe upper 18 inches of the fill shall be 4 inches.Larger stones may be utilized in initial backfill inthe lower layers of finish grading of the site.

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(C. Erosion Protection Materials (Riprap):'

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| 1. Erosion protection materials shall meet the gradationi requirements specified below. The materials shall be

furnished by the Subcontractor f rom 'his own sources,subject to approval by the Contractor.

U. S. Standard Sieve Size Percent Passing; Square Openings by Weight

Type A|

i 6-inch 100 |, 5-inch 40-100 '

1 4-inch 30-80,

3-inch 18-40 |2-inch 0-17 '

Type aa

36-inch 10030-inch 50-100

; 24-inch 35-80| 18-inch 10-40'

10-inch 0-10 )*

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Earthwork 4210SRFL-PH-I 02200 - 6 080988,

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2. Gradations: The Subcontractor shall provide gradationtest results prior to delivery of the materials to the

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site. The Contractor may test the materials delivered :to the site after placement.

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D. Contaminated Fill Materials: Excavated contaminated mate-,

rials approved by the Contractor shall be used as fill for ,'the temporary drainage ditches and dike at the processing

! sites.

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; PART 3 - EXECUTION i

) 3.1 PROTECTION OF EXPOSED SURFACES|

A. During seasonal shutdowns and during other periods ofj prolonged exposure of excavated or filled areas, the Sub- t

contractor shall provide labor, materials and equipment as;

{ required by the Contractor to maintain and protect exposed '

; surfaces of uncontaminated and contaminated materialsi against wind erosion and excessive stormwater erosion.

Prior to the application of protective erosion controlmeasures, the exposed surf aces shall be compacted with asmooth drum roller to eliminate ruts and ridges formed by |2

{ construction equipment. Unless otherwise approved by the! Contractor, acceptable methods of erosion protection are ;; as follows: ,

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) 1. Spraying with Water containing Chemical Additives: |1 Acceptable chemical additive is ' Soil Seal Concen- |j trate* as manufactured by Soil Stabilization Products '

; Company of Merced, California, or approved equal.Mixing and application shall be in accordance with the1

manufacturer's recommendations, or '

j 2. Covering exposed surf aces with gootentile fabric suchi as 'Supac' as manufactured by Phillips Fibers Corpora- LI tion of San Jose, California, or approved equal. |} Handling and installation shall be as recommended by .

j the manufacturer of the product. j.

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J 3.2 EARTHWORK - GENERAL '

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j A. Preparation:i

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J 1. Clearing and stripping shall be as specified in Sec- !: tion 02110.I;

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2. Required lines, levels, contours and datum shall beidentified before the start of earthwork operations.

3. The Subcontractor shall verify the existing aboveground and underground utilities, identify them, and-

notify the Contractor immediately of his finding, ifany, for appropriate action.

B. Dewatering and Drainage: Prior to commencement of earth-work operations, the Subcontractor shall verify that thedewatering and drainage facilities are constructed andoperational in accordance with the requirements of Section02141.

C. In order to avoid cross-contamination of uncontaminatedmaterial, the contaminated and uncontaminated materialsshall be kept separated during earthwork operations.Stockpiles of contaminated materials shall be placed oncontaminated areas.

D. Earthwork shall conform to lines and grades indicated onthe Subcontract Drawings or specified in this Se.ction.

E. The excavated contaminated and uncontaminated materials,where practicable, shall be used as fill in various areasof the sites, such as retention pond dikes, lined ditchfills, backfill, and fill for the final grading of thesites, as required. Excavated material not utilized infills shall be stockpiled for later use.

3.3 EXCAVATION

A. General:

1. Excavation shall be carried out to reach the lines andgrades indicated on the Subcontract Drawings or speci-fled herein, or, in the case of contaminated mate-rials, as required by the Contractor's Health PhysicsPersonnel.

2. At all times, the Subcontractor shall conduct his ope-rations in such a manner as to provent free standingwater and contamination of uncontaminated materials.The Subcontractor shall, as a minimum, take the fol-lowing measures to safeguard against such problemst

a. Water leaving contaminated excavation area or con-taminated area otherwise disturbed by constructionactivities shall be routed into the retentionbasin as specified in Section 02141.


Earthwork 4210SRPL-PH-1 02200 8 080988

b. Exposed surfaces of contaminated and uncontaminatedmaterials excavations shall be protected from ero-sion as specified in Article 3.1 above.

3. The Subcontractor shall remove all excavated materialfrom the excavation site and dispose of it in fillswhere required, or stockpile for later use by others,unless otherwise indicated on tne Subcontract Draw-ings.

4. Unsuitable or low density subgrade material not.

readily capable of in-place compaction sna11 be exca-vated as directed by the Contractor and disposed of asspecified in Article 3.4.

5. Adequate working space for safety of personnel shallbe provided within the limits of the excavation.

6. All unstable material, large stoaes and debris shallbe removed from bottoms of excavations to a minimumdepth of 12 inches.

7. Except as otherwise noted, care shall be exercised topreserve the material below and beyond the lines ofall excavation. Where excavation is carried belowgrade, the Subcontractor shall backfill to therequired grade or to indicated invert grade, as speci-fled, and recompact the backfill to meet existingconditions.

8. Excavation for the convenience of the Subcontractor*

shall conform to the limits approved by the Contractorand shall be at no additional expense to the Contrac-tor.-

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i 9. Excavated material shall be placed at sufficient dis-tance from the edge of excavations to prevent cave-ins,

or bank slides.

10. Where practicable, suitable materials removed from I,

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excavation shall be used as fill or backfill.'

11. Contaminated materiala shall be excavated from areas'

of the site disturbed by construction activitiesincluding the pond areas. This excavation shall also|

include excavation from access control and staging ;' areas, access roads, wastewater recirculation pond,

and decontamination pad. During the excavation opera-ition, tests will be performed by the Contractor to

determine radioactive contamination of the material tobe excavated.

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12. Uncontaminated materials shall be excavated fromvarious areas of the sites. The excavated materialsshall be used as uncontaminated fill in various areasof the sites including the construction of berms,

''

dikes, general fill, roadway fill, structure fill,backfill and fill for the various construction facili-ties or stockpiled for later use unless otherwiseindicated.

B. Drainage Ditch Excavation:

1. General: Ditches shall be cut accurately to the crosssections and grades where indicated. All roots,stumps, rock, and foreign matter in the sides and bot-

,

tom of ditches shall be trimmed and dressed or remcVed1 to conform to the slope, grade, and shape of section

indicated. Care shall be taken not to excavate dit-ches below the grades indicated. Excessive ditchexcavation shall be backfilled to grade with satisfac-tory, thoroughly compacted material. Ditches shall be,

maintained through the term of the Subcontract. I

2. Temporary Drainage Ditches' a. Temporary drainage ditches shall be excavated at

locations shown on the Subcontract Drawings tocollect and transport storm runoff, wastewater andwater-borne contaminated material to the retentionbasins during construction, and to divert unconta-minated water from the site.

b. Temporary drainage ditches shall be excavated,fine graded, compacted, and maintained to providedrainage during construction.

C. Trenching for Pipes

i 1. Trench Excavation: The pipe trench shall be excavatedas recommended by the manuf acturer of the pipe to beinstalled. Trench walls below the top of the pipeshall be made vertical. Trench walls more than 5 f eet2

high shall be shored, cut back to a stable slope, or iprovided with equivalent means of protection foremployees who may be exposed to moving ground or cave 1

in. Vertical trench walls more than 5 feet high shall Ibe shored. Trench walls which are cut back shall be i

i excavated to at least the angle of repose of the |soil. Special attention shall be given to slopes

|which may be adversely affected by weather or moisture .

content. The trench width below the top shall not |

exceed 36 inches plus pipe outside diameter. Where |recommended trench widths are exceeded, redesign,!

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stronger pipe, or special installation proceduresshall be utilized by the Subcontractor. The cost ofredesign, stronger pipe, or special installationprocedures anall be borne by the Subcontractor, at noadditional cost. [E*cavations for utility lines,culverts, other trencies or tunnels shall conform tothe requirements of Colorado Department of Highways,OSHA, Colorado Industrial Commission and the ColoradoDivision of Mines whichever applies.)*

2. Bottom Preperation: The bottoms of trenches shall beaccurately graded to provide uniform bearing andsupport for the bottom quadrant of each section or thepipe. Bell holes ahall be excavated to the necessarysize at each joint or coupling to eliminate point

; bearing. 3 cones of 2 inches or greater in anydimension shall be removed to avoid point bearing.

3. Backfilling: Backfill shall be placed in layers notexceeding 8 inches loose thickness. Each layer shallbe compacted to at least 90 percent maximum densityper ASTM D698, unless otherwise specified. Trenchesshall be backfilled to the grades shown on theSubcontract Drawings.

3.4 DISPOSAL OF EXCAVATED MATERIALS'

A. Contaminated Materials: All excavated contaminated mate-rials shall be used as contaminated material fill whererequired, or stockpiled in the designated areas shown onthe Subcontract Drawings.

i

B. Uncontaminated Materials:

1. Uncontaminated materials excavated from the site, i

including excavations for trenches, drainage ditches,1

retention bssins, decontamination pada, and the like,i

shall be used as uncontaminated material fill forconstruction of various features, or stockpiled for '

later une by others.

2. Where used in fills, such material shall be trans-ported directly from the excavation and placed in itsfinal position in such fills whenever possible Ifrequired by the Subcontractor's schedule, the materialmay be placed temporarily in stockpiles at approvedlocations. Material in stockpile shall be protectedfrom contamination of any kind that would render itunsuitable for use in fills.

* P.I.D. 06-S-031


Earthwork 4210SRPL-PH-I 02200 - 11 080908 I

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3. Excess excavated uncontaminated materials generatedduring the Work shall be stockpiled onsite as requiredby the Contractor for later use by others. '

C. Garbage, refuse, debris, oil, and any waste material whichis harmful to the environment or offensive to the areashall be removed from the job site and disposed of offsitein a manner approved by the Contractor's representative.

3.5 FILL CONSTRUCTION

A. General Requirements:J

1. Fill materials shall be cJaced and compacted to thelines and grades shown on the Subcontract Drawings or

! as required by the Contraccor. '

2. Prior to placing uncontaminated fill materials, thesubgrade will be radiologically surveyed by tneContractor to confirm that EPA standards have. beenmet. Tnese radiological surveys may cause delays tobackfill operations of up to seven working days. TheSubcontractor shall plan his work accordingly.:

3. If any portion of the materials placed as fill does; not meet the specified requirements, the Subcontractor

shall remove such material and replace it with filll materials meeting the specification at no additional

cost to the Contractor.

4. Constructed fills shall be maintained to meet therequirements of this Specification until finalcompletion and acceptance of the Work. This shallinclude all measures to prevent erosion or contamina-tion during construction, including contamination byradioactive material. During seasonal or otherextended shutdowns, all exposed surfaces shall be pro-tected with special treatments speci.fied in Article3.1 above.

B. Placing Requirements:'

l. Prior to placement of materials, the in-place densityof the Subgrade shall be as specified in Article 3.8.Subgrade preparation, where required, shall be as spe-cified in Article 3.7.,

I 2. No materials shall be placed on any portion of the !subgrade or against or upon any structure until con-

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sent to place such fill has been obtained from the ii Contractor.

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3. Subgrade and fill materials may require moisture !conditioning (wetting or drying) prior to compaction. |

| [For constructions in state highway right-of-way, the! moisture content in compacting A-2-6, A-2-7, A-4, and -

|- A-6 thru A-7 (AASHTO Designation) soils shall not i

deviate f rom optimum on the dry side by more than 2,

percentage points as determined by ASTM D1557.]* .

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j 4. Fill materials shall be placed in continuous- and |: approximately . horizontal layers for their full length !*

and width unless otherwise specified cr specifically I

' permitted by the Contractor.*

4 5. The method of dumping and spreading the materials '

| shall ensure uniform distribution of the material.i

6. Loose thickness of each layer of materials shall not |,

I be greater then that required to achieve the speciried ;

: compaction for the entire layer, and in no case sna11 |j exceed 12 inches. |

4 7. Unless otherwise indicated, fill materials shall be !j placed to a grade ao flatter than 2 percent to facil- !

itate drainage of water. In areas where ponding can-|' not be prevented or ponding has occurred end fill is

required to be placed, placing shall begin only after i

; the area is dewatered and permission to place is [obtained from the Contractor. ;

}>

j 8. Materials shall not be placed on frozen subgrade or; embankment material foundations, nor shall frozen l

| material be used as fill. |1

C. % action Requirements:jl

i 1. Each layer of fill materials shall be compacted to a !j minimum density specified in Article 3.8. [ Compaction

;of subgrade, embankments and backfills within the f

.

I Colorado State Highway rights-of-way shall ccaply with '

1 Section 203.11 of the Colorado standard specifica- I; tions.]* I

2. During compaction the moisture content of material;

j shall be maintained to achieve specified density.] Uniform moisture distribution shall be obtained byj disking, blading, or other methods approved by the1 Contractor prior to compaction of a layer,it

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* P.I.D. 06-S-03

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3. If the surface of tne prepared foundation or the rol-led surface of any layer of fill is too wet for propercompaction of the layer of fill material to be placedthereon, it shall be removed, allowed to dry or workedwith harrow, scarifier, or other suitable equipment toreduce the water content to the required amount, andthen re-compacted before the next succeeding layer offill is placed.

4. Fill placed at densities lower than the specifiedminimum density or at moisture contents outside the '

specified acceptable range of moisture content shallbe reworked to meet the density and moisture require-ments or removed and replaced by acceptable fill com-pacted to meet these requirements.

3.6 FIELD QUALITY CONTROL

A. General: The Contractor will take samples and performtests throughout the construction period, and the ,Sub-contractor shall cooperate in providing access for theContractor to areas where testing is to be performed andshall schedule his placing to avoid interference with thetesting operations.

B. Tests: The Contractor will perform in-place density andmoisture content tests on a regular basis at a minimum ofone test per 500 cubic yards of material placed.

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! 3.7 SUBGRADE PREPARATION,

A. Subgrade Preparation: Subgrade preparation includes finegrading and compaction of excavations, backfills, embank-ments (including stockpiles) upon which pavement, sur- |

! facing, base, subbase, bedding materials, and riprap orother structures are constructed.

:

B. The entire surface of the subgrade shall 'be plowed, har-rowed, and mixed to c depth of at least 6 inches. Compac-tion shall be carried out for the full area below finishedi

subgrade to at least the density specified in Article 3.8below. Soft spots developed during working shall De cor-rected,

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3.8 COMPACTION DENSITIES

A. Subgrades of roads, decontamination pads and embankments,and each layer of embankment and backfill shall be com-pacted to at least the following percentage of maximum drydensity, as determined by the specified ASTM test method:

1. For roads and decontamination pads: ASTM D1557

a. Subgrade preparation: 90 percent

b. Embankments. 95 percent

2. For all other areast ASTM D608

a. Subgrade preparation: 90 percent

b. Embankment: 90 percent

c. Trench Backfill: 95 percent


2

4.1 MEASUREMENT

A. Measurement for payment for the following items of excava-tion will be by the cubic yards of materials excavated.The quantities for payment will be computed from lines anddimensions shown, or by average end area method from sur-veys conducted before and after excavation operations asshown on the Subcontract Drawings, or by the methodsdetermined by the Contractor:

1. Excavation of contaminated materials from access ,

control areas. (Bid Schedule Item [401]*).'

2. Excavation for wastewater retention basins. (Bid| Schedule Item 208),

t

!J. Excavation of contaminated materials (from]* accessroads and turnouts. (Bid Schedule item (402)*).

4. Excavation for drainage ditches at processing sites.(Bid Schedule Item (209]').

[5. Excavation of uncontaminated materials for accessroads and turnouts. (Bid Schedule Item 210)]*

* P.I.D. 06-S-03'

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B. Measurement for payment for the following items of fillswill be by the cubic yards of materials placed. The quan-tities for payment will be computed f rom lines and dimen-sions shown, or by average end area method from surveysconducted before and af ter placement as shown on the Sub-contract Drawings, or by the metnods determined by theContractor:

1. (Contaminated fill for)* wastewater retention basinand treatment plant pad at processing sites. (BidSchedule Item (211)*).

2. (Uncontaminated' fill for]* access roads and turnouts.(Bid Schedule Item 212).

3. (Contaminated fill for]* drainage ditches atprocessing sites. (Bid Schedule Item 213).

4. Erosion protection materials, type A. (Bid ScheduleItem 601).

[5. Erosion protection materials, type B. (Bid ScheduleItem 602).]*

C. Separate measurement for payment will not be made for thefollowing items, and such work will be considered inciden-tal to the related items of work:

1. Subgrade preparation.;

2. Disposal in spoil of excess uncontaminated materialincluding incidental activities. ;

3. Required rehandling of materials.

4. Stockpiling of excavated materials. ;

D. Overexcavation: Overexcavation for the Subcontractor'sconvenience or due to error or lack of control by the Sub-contractor will not be measured for payment and, instead,shall be backfilled with compacted contaminated or uncon-taminated fill, as required, at the Subcontractor'sexpense.

E. No separate measurement for payment will be made for anyother excavations or fills specified in this section.

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4.2 PAYMENT

A. Payment for the items of Article 4.1.A above will De bytheir applicable unit prices per cubic yard quoted there-for in the aid Schedule. The prices quoted shall includefull compensation for excavating, hauling, and placing theexcavated materials in temporary stockpiles, or in spoilareas if excess or unsuitable for use as fill, includingall clearing, stripping, grading, shaping, and compactingsuch stockpiles or areas as specified.

B. Payment for the items of Article 4.1.8 above will De bytheir applicable unit prices per cubic yard quoted there-for in the Bid Schedule. The prices quoted shall includefull compensation for hauling the materials from excavatedareas or retrieving the materials from temporary stock-,

J piles, and placing the excavated materials in their finallocations including all clearing, stripping, grading,shaping, preparing subgrade, and compacting or consoli-dating. The prices quoted shall also include full com-pensation for furnishing imported uncontaminated /or.osion

.

protection materials from the Subcontractor's own sources. '

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C. Separate payment will not be made for any other excava- ,

tions or fills specified in this Section. All costs forexcavations or for furnishing and placing such fills will

,

be considered to be included in the related items of1

^

excavation.

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SECTION 02500

PAVING AND SURFACING

PART 1 - GENERAL

1.1 SCOPE

A. This Specification Section describes the requirements forfurnishing and placing of the following:

1. Aggregate subbase materials fort

a. Access control areas for old Rifle site.b. Access control areas for new Rifle site.c. Turnout from U.S. Highway 6 at old Rifle site.d. Turnout from U.S. Highway 6 at new Rifle site.e. Wastewater treatment plant pad at old and new

Rifle sites.

2. Aggregate base course materials for:

a. Decontamination pads at old Rifle site,b. Decontamination pads at new Rifle site.c. Turnout from U.S. Highway 6 at old Rifle site.d. Turnout from U.S. Highway 6 at new Rifle site.e. Wastevater treatment plant pad at old and new

Rifle sites.

3. Aggregate surface course materials fort

a. Turnout from U.S. Highway 6 at old Rifle site,b. Turnout from U.S. Highway 6 at new Rifle site.

4. Asphalt concrete pavement for:

a. Turnout from U.S. I!ighway 6 at old Rifle site.b. Turnout from U.S. Highway 6 at new Rifle site.


A. Temporary roads as defined in Article SC-1 of tne Special lConditions.

B. Section 02200 - EarthworkC. Section 03000 - Concrete Work (for Decontamination Pad)

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1.3 RELATED WORK

A. Section 01300 - Submittals

B. Section 02200 - EarthworkC. (deleted]* '

D. Section 02800 - Road SignsE. Section 03000 - Concrete Work - Deconte.mination Pad :

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1.4 DEFINITIONS

Reconstruction of city streets include excavation ofexisting pavement and base structure, regrading the suD-grade, placement of base, subbase and asphaltic concretepavement materials, pavement markings and , striping, and ,

traf fic signs and signals required for complete operating fstreets. !


A. The Publications listed below form a part of this Specifi- !

cation to the extent referenced. The publications arereferred to in the text by the basic designation only: :

1. American Association of State Highway and Transporta-tion Officials (AASHTO):

*l

l Til-85 Amount of Material Finer Than 75 micro mSteve in Aggregate (ASTM C117-80)

T27-84 Sieve Analysis of Fine and Coarse Aggre-i

gates (ASTM Cl36-82)

T30-84 Mechanical Analysis of Extracted Aggregate

| T164-86 Quantitative Extraction of Bitumen from| Bituminous Paving Mixtures -

T166-83 Bulk Specific Gravity of Conpacted Bitumi-1

nous Mixtures Using Saturated Surface-Dry ,

Specimens.;

T168-82 Sampling Bituminous Paving Mixtures

| 2. Asphalt Institute (AI):I

MS-2-84 Mix Design Methods for Asphalt Concreteand Other Hot-Mix Types. !

* P.I.D. 06-S-03

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3. American Society for Testing and Materials (ASTM):

D290-85 Recommended Practice for Bituminous MixingPlant Inspection

D1557-78 Test Methods for Moisture-Density Rela-tions of Soils and Soil-Aggregate MixturesUsing 10-Lb (4.54-kg) Rammer and 18-in 1

(457-mm) Drop '

D1559-82 Resistance to Plastic Flow of BituminousMixtures Using Marshall Apparatus

| 4. Standard Specifications for Road and Bridge Construc-t tion, State of Colorado, Department of Highways, High-

way Division, 1981. All references to ' Engineer'shall mean ' Site Manager's all references to "Division'shall mean ' Contractor's and all references to ' Con-tractor" shall mean ' Subcontractor". The , provisionsfor sampling of paving for measurement and paymentshall not be applicable. All references to "specialprovisions' shall not be applicable. Measurement and ,

payment provisions shall be as specified in this !,

Section. 1

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1.6 QUALITY ASSURANCE|

A. Aggregate Surface, Base and Subbase

1. Aggregate surface, base and subbase course materialsand operations may be subject to inspection, samplingand testing by a soil testing laboratory employed bythe Contractor. Laboratory personnel shall have unre-stricted access to the work.

2. The soil testing laboratory will analyze and test '

materials in the laboratory as directed by the SiteManager to determine conformance with these Specifica-tions.

B. Pavement:

1. Bituminous paving mixture shall be the product of abulk asphalt mixing plant regularly engaged in theproduction of hot-mixed, hot-laid asphalt paving mix-tures.

!

2. Mixing plant may be inspected in accordance with ASTM !D290. The inspector shall oe provided wien means of,

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access to all f acilities and processes involved in theproduction and testing of the paving materials andmixture.

3. After approval of mix design, no change shall be madein types or proportions of materials without writtenapproval of the contractor.

4. Sampling Pavement: The Subcontractor shall removesuitable size samples of the completed pavement from '

locations designated by the Contractor so he maydetermine the composition, compaction, and density ofthe pavement. Samples for each day or fraction there-of shall be taken. The Subcontractor shall replacethe pavement free of charge. If the pavement is defi-cient in composition (+ 0.4% of Design Asphalt i

Percentage), compaction T954 Marshall Density), orthickness (1/4' less than that indicated on Subcon-tract Drawings), satisfactory correction shall be made.

1.7 SUBMITTALS ;

A. The Subcontractor shall submit the following:

1. Product data.

2. Manufacturers' instructions.3. Paving mix and procedures.

4. Mixes as required for evaluation of the job-mix for-mula in accordance with the Asphalt Institute ManualMS-2, Mix Design Methods for Asphalt concrete,Marshall method of mix design, using Appendix B, withbulk specific gravity determined in accordance withAASHTO T166.

5. During the course of the work the Subcontractor shall,

submit to the Site Manager mixes as required for test-ing of gradation and bitumen content in accordancewith AASHTO T30 and T164 on random samples selected as |described in AASHTO T168. !

6. Manufacturer's Certifications: Each shipment of mate-rial delivered to the project or to storage tanks atmixing plants serving the project shall be accompaniedby a certification by the refiner or manufacturer giv-ing the following informations i

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a. Date, time, point of loading and identification ofthe hauling unit loaded.

b. Type, grade, temperature and quantity of the mate-rial loaded.

c. A batch or lot number by which the material loadedcan be identified, with a complete certified anal-ysis conducted by the producer showing that enematerial meet Specifications in all respects,

d. The results of tests of the batch from which thedelivery was drawn: The following test valuesshall be required:

1) Asphalt Cement: Penetration; Kinematic Vis-cosity at 140 degrees F and at 275 degrees F.

7 Job-mix formula for each mix shall be supplied, basedon expected production averages. The 'ollowing shallbe established in the formula:a. Weight percent of total aggregate finer than each

required sieve size.

b. Weight percent of total mix of asphalt cement.

c. Temperature of the mix when placed,

d. Required stability by Marshall Method.i

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PART 2 - PRODUCTS i

2.1 EQUIPMENT

The Subcontractor shall provide all equipment and facili-ties required to perform the work of this Specification.The equipment and facilities shall be subject to approvalby the Contractor.

2.2 MATERIALS

|[A. Surface, Base and Subbase Materials:

1. Materials for surf ace, base and subbase courses shallconform to the applicable provisions of Section 703 ofthe Colorado Standard Specifications and as specifiedbelow:


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l a. Surface course materials for access control, stag-| ing areas and access road shall be Class 6.

I b. Base course macerials for construction of accessroads and turnouts shall be Class 6.

c. Subbase course materials for access control andstaging areas, reconstruction of roads, construc-tion of turnouts, access roads, and decontamina-tion pads shall be Class 1 or 2 as indicated onthe Subcontract Drawings.]*

B. Asphalt Concrete Materials: Asphalt concrete materialsfor construction of turnout, construction adjacent to citystreets, and overlayment of asphalt concrete shall conformto the following:

1. Bituminous materials shall meet the applicablerequirements o f. Section 702 of the Colorado HighwayDivision Specifications.

2. Aggregate and mineral filler for asphaltic concretesnall meet the applicable requirements of Section 703of the Colorado Highway Division Specifications.

3. The prime coat shall consist of Grade MC-30, MC-70 orMC-250 asphalt applied at a rate between 0.20 and 0.50gallons per square yard. Tack coat shall consist ofGrade SS-1 or SS-lh emulsified asphalt applied at anapproximate rate of 0.05 to 0.10 gallon per squareyard upon existing pavement prior to the placement of

'

asphalt concrete. The tack material shall be diluted,

with one part water to one part emulsified asphaltprior to application. Blotter material shall beapplied to the treated surface at a time specified bythe Contractor and before opening paved areas to traf afic. Blotter material shall be a natural sand,crushed sand, volcanic cinders, or other approvedmaterial and shall be free of deleterious amounts offoreign substances.

2.3 JOB MIX FORMULA

A. The bituminous plant mix shall be composed cf a mixture of I

aggregate, filler if required, and bituminous material.The several aggregate f ractions shall be sized, uniformlygraded, and combined in such proportions that the result-ing mixture meets the grading requirements of ti.e job mixformula. ,|

* P.I.D. 06-S-03 |i



|

1. Work shall not begin nor shall any mixture be accepteduntil the Subcontractor has submitted samples of thematerials intended for use and the Contractor hasestablished a satisfactory job mix formula for each

,

mixture to be used. The job mix formula for eacnmixture shall be in effect until modified in writingby the Contractor. The job mix formula for each mix-ture shall establish a single percentage of aggregatepassing each required sieve size, a single percentageof bituminous material to be added to the aggregate, ;

and a single temperature at which the mixture is to ne !

delivered at the point of discharge.;

2. The gradations in Table 02500-1 represent the limits,

which shall determine suitability of aggregate for usefrom the sources of supply. The final gradations ;

decided on within the limits designated in the tableshall be well graded from coarse to fine and shall not !vary from the low limit on one sieve to the high limit i

on the adjacent sieves, or vice versa. The gradations i

shown shall be such that the maximum-size aggregate :used shall be not more than one half the thickness of |the layer of the surface course being constructed. |

TABLE 02500-1

Sieve Designation Percentage by Weight(Square openings) Passing Sieves !

3/4 inch 100 iNo. 4 44-72

'

No. 8 30-58 :

No. 200 3-12,

Bitumen percent !

Gravel 5.7 min. |

3. A sample of the coarse and fine aggregates shall bewashed to determine the percentage of .the total mate-rial passing the No. 200 mesh sieve.

4. The composition limits tabulated shall govern, but a i

closer control appropriate to the job materials will '

be required for the specific project feature inaccordance with the job mix formula. The final des-ignated gradations shall produce a relatively smoothcurve when plotted on a semilogarithmic gradationchart. '

!

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Issued for Construction-Revision 1Paving and Surfacing 4211S

RFL-PH-I 02500 - 7 080988

i

5. The mixture shall meet the following requirements whentested in accordance with ASTM D1559, plus the statedlimitations on voids, voids filled, and swell:

Number of blows each endof specimen 50

Marshall stability (Minimum) 1000

Plow (Maximum) hundredths ofan inch 18

Plow (Minimum) hundredths ofan inch 8

Percent voids 3 to 5

Percent voids filled with bitumen 14 minimum

6. The bituminous content of the mixture shall be calcu-lated on the percentage basis by weight of the totalmix.

7. After the job mix formula is established, all mixturesfurnished for the project shall conform thereto withinthe following tolerances:

Passing No. 4 and larger sieves +7%Passing No. 8 to No. 100 sieves (inclusive) +4%

_

Passing No. 200 sieve 72%Bitumen +074%Temperature of mix 7,20*F

8. Should a change in sources of materials be made, a new ,

job mix formula shall be established before the newmaterial is used. When unsatisfactory results orother conditions make it necessary, the contractor mayestablish a new job mix formula, i

9. The combined mineral aggregate for the surface courseshall be of such size that the percentage compositionby weight, as determined by laboratory sieves, willconform to the gradation of Table 02500-1, when tested

{in accordance with AASHTO T 11 and AASHTO T 27. The i

percent by weight for the bituminous material shall be !within the limits specified. j

10. Asphalt used for the paving will be AC-10 or other '

asphalt approved by the Contractor.

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Paving and Surfacing 4211SRFL-PH-I 02500 - 8 080988-

1

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PART 3 - EXECUTION,

3.1 EARTHWORK AND SUBGRADE PREPARATIONj

I A. Earthwork and subgrade preparation shall be as specifiedin Section 02200.

B. Before placing and spreading subbase and bace course mate-rial the subgrade shall be cleaned of all foreign sub-stances and shall contain no f rozen material. It will beinspected by the Contractor for adequate compaction andsurface tolerances.

L.

3.2 SURFACE PREPARATION FOR OVERLAY

A. Prior to placement of overlays, all distressed areas shallbe treated as follows: ,

1. All potholes and single or double cracks of moderateor severe nature shall be filled with asphalt concrete.

2. Areas exhibiting alligator or multiple edge crackingshall be padded or dug out and replaced.

3. The above tasks shall be performed on a localized*

basis or throughout a substantial length, depending onthe density.

B. During placement of overlays, surfaces shall be cleanedand tack coats applied

3.3 CONSTRUCTION OF SUBBASE, BASE AND SURFACE COURSESt

A. The construction of the subbase, base and surface courses (shall follow the requirements of Colorado Highway Division '

Specifications Section 304 except as modified herein andas approved by the Contractor. ;

8. Placement: The subbase, base and surface courses shallhave water added and shall be A.xed and processed so as toproduce a uniform blend of material before final place-ment. After processing, the material shall be placed and '

spread on the prepared subgrade, in a uniform la:gr or,

layers not exceeding 6 inches in compacted depth, unless ,,

otherwise approved in writing by the Contractor. The ,,

spread material shall be free from segregation. |!

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_ _ _ _ _ _ _ _ _ _ - -

r

C. Compaction: Each layer of aggregate subbase, base andsurface courses shall ce compacted to a density of notless than 95 percent of the maximum dry density determinedin accordance with the requirements of ASTM D1557.

D. Finishing [

1. The final layer of base and surf ace courses shall befinished with equipment capable of staping and grading i

the finish surface within the tolerances specifiedherein.

2. The finished surface of aggregate subbase, base andsurface courses shall not vary f rom the grades estab-lished by the Contracton by more than 0.05 of a foot.

,

3. The compacted layers of aggregate base, and surfacecourses shall be maintained in a condition satisfac-tory to receive the pavement material when so required.

4. Areas not within the allowable tolerance shall be.cor-rected by scarifying, placing additional material,remixing, reshaping and recompacting to the specified [density and surface tolerance.

i

3.4 CONSTRUCTION OF ASPHALTIC CONCRETE PAVEMENT!

A. The construction of the asphaltic concrete pavement shallbe in accordance with Section 401 of the Colorado Highway

,

,

Division Specifications except as modified herein and as ,

approved by the Contractor.

B. Requirements of Subsection 401.02 of the Colorado Highway ,

Division Specifications, "Job-Mix Formula *, shall not,

apply. Mixing plant requirements shall be established bythe Subcontractor as required to provide asphalt concrete ,

that meets the requirements of this Section. I

r

C. Placement temperature specified in Subsection 403.03 ofthe Colorado Highway Division Specifications shall beestablished by the Subcontractor as required to provideasphalt concrete that meets the requirements of th:,s Sec-tion.

,

(D. Existing bituminous pavement shall be sawed or scored atjoints with new pavement to ensure a straight edge forpatching.)*

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* P.I.D. 06-S-03


Issued for Construction-Revision 1 I

Paving and Surfacing 4211S |RFL-PH-I 02500 - 10 08J988

|1

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .

:

3.5 CLEAN-UP AND PROTECTION !

A. After completion of paving operations, surfaces shall becleaned of excess and spilled paving materials. (The area |around new work shall be well graded to drain, top soiled, ifertilized, mulched and reseeded.)*

|B. Vehicular traffic shall be diverted from pavement until it

has cooled and hardened, but in no case less than 6 hours.

|

3.6 MAINTENANCE

The roadway surfaces shall be maintained by the Subcon-tractor in good condition, free of pot holes, ruts andravels. '

:

iPART 4 - MEASUREMENT AND PAYMENT '

4.1 MEASUREMENT

A. Measurement for payment for furnishing and placing follow-ing materials will be by the cubic yards of the materials i

furnished and placed. The quantitt.es for payment will be jcalculated from the lines and dimensions shown on theSubcontract Drawings and accepted by the Site Manager: {

(1. Aggregate Surface Materials for Access Roads. (BidSchedule Item 214)

3. Aggregate Surface Materials for Access Control and |Staging Areas. (Bid Schedule Item 703) ;

i3. Aggregate Base Materials for Access' Roads and|Turnouts. (Bid Schedule Item 215) jr

4. Aggregate Base Materials for Wastewater Treatment '

Plant Pads. (Bid Schedule Item 1001)||

5. Aggregate Subbase Materials for Access Roads and I

Turnouts, Class 1. (Bid Schedule Item 216) |6. Aggregate Subbase Materials for Access Control Areas

,

and Road Within the Site, Class 2. (Bid Schedule Item i

704)

7. Aggregate Subbase Materials for Wastewater Treatment !Plant Pads, Class 2. (Bid Senedule Item 1002))* j

* P.I.D. 06-s-03 ||

||

Document No. 5025-RFL-S-01-00181-03 |Issued for Construction-Revision 1 '


I)

. _ _ _ _ _ _ - _ _ _ _ _ _ _ _ .___

B. (Measurement for payment for furnishing and placingasphaltic concrete pavement for access roads and turnouts(Bid Schedule Item 217) will be by the tons of asphalticconcrete furnished and placed.]* Separate measurement forpayment will not be made for bituminous material, primecoat, tack coat, or painting or incidentals including, butnot limited to, temporary signs, detours, land shut downsand the like.

C. Measurement for payment for earthwork and subgrade prepara-tion is specified in Section 02200.

10 Separate measurement for payment will not be made foraggregate, subbase and base materials for decontaminationpads.]* i

!4.2 PAYMENT

A. Payment for furnishing and placing the materials of Arti-cle 4.1.A above will be by their applicable unit pricesper cubic yard quoted therefor in the Bid Schedule.

B. Payment for furnishing and placing asphaltic concretepavement for roads and turnout will be by the unit priceper ton quoted therefor in the Bid Schedule. Separatepayment will not be made for bituminous material, prime "

coat, tack coat or pavement marking or incidentalsincluding, but not limited to, temporary signs, detours,lar.d shur. downs, and the like.

C. The prices quoted shall include full compensation for fur-nishing all labor, materialu, tools, equipment, and inci-dentals, for doing all work involved in constructing :aggregate subbases, bases and asphaltic concrete pavementscomplete in place, and for protection and maintenance ofcompleted work, as shown on the Subcontract Drawings, as- ;

specified in these Specifications and as required by theSite Manager. ,

D. Payment for earthwork and subgrade preparation is speci-fied in Section 02200.

(E. Separate payment will not be made for aggregate subbaseand base materials for decontamination pads. Full compen-sation for such work will be considered to be included inthe applicable related item (s) of work specified elsewhere I

in the Subcontract Documents or will be considered inci- 1

dental to the Subcontract.]*


* P.I.D. 06-S-03



_ _ _ _ _ _ _ . _ _ _ . _ . _ __ -. . . _ _ . _ . _ _ _ - . - _ . _ _ _ _ _ _ _ _ _

SECTION 02612

CONCRETE PIPE

PART 1 - GENERAL

1.1 SCOPE

A. This Specification Section covers furnishing, installa-tion, and testing of new reinforced concrete pipe requiredto connect to an existing corrugated steel pipe culvertunder U.S. Highway 6, and extend it from this connectionacross the old Rifle site and under the Denver and RioGrande Western railroad track to a new discharge point atthe Colorado River.

B. The work includes furnishing and installation of a trashrack at the north end of the existing corrugated steelpipe culvert, and a flap gate at the Colorado Riverdischarge point, together with cast-in-place concretestructures, metal framing, and accessories required tosupport these items and provide watertight connections tothe new pipeline.

C. Where the new pipeline passes under the Denver and RioGrande Western railroad track, the Subcontractor shallinstall a steel casing pipe to house the concrete pipelinewhere it passes through the railroad embankment. Thecasing pipe will be installed by jacking and will extendfor the ful'. width of the embankment. Requirements forthe casing pipe are covered in Section 02618. Directjacking of concrete pipe through the embankment is notpermitted.

1.2 RELATED WORK

A. Trenching and backfilling is specified in Section 02200.

a. Corrugated steel pipe connecting to the new concretepipeline is specified in Section 02613.

C. Steel casing pipe required to carry the new concretepipeline under the railroad track and encankment is speci-fled in Section 02618.

D. Cast-in-place concrete required for pipeline support,connections to corrugated steel pipe, and for installationof the trashrack and flap gate, is specified in Section03000.

Document No. 5025-RFL-S-01-00183-Issued for Construction-Revision 1

Concrete Pipe 444)SRFL-PH-I 02612 - 1 0a0906

_ _ _ _ _ _


A. The publications listed below form a part of this Specifi-cation to the extent referenced. The publications arereferred to in the text by the basic designation only:

t

1. American Association of State Highway and Transporta- :tion Officials (AASHTO):

i

M170-85 Reinforced Concrete Culvert, Storm Drain,and Sewer Pipe

2. American Society for Testing and Materials (ASTM): ;

A123-84 Zinc (Hot-Dip Galvanized) Coatings on Ironand Steel Products

!

A444-86 Steel Sheet, Zinc-Coated (Galvanized) by '

the Hot-Dip Process for Culverts andUnderdrains

C94-86 Ready-Mixed Concrete

C270-86 Mortar for Unit Masonry

C506-84 Reinforced Concrete Arch Culvert, StormDrain, and Sewer Pipe

01248-84 Polyethylene Plastics Molding andExtrusion Materials jr

D1751-83 Preformed Expansion Joint filler forConcrete Paving and Structural Construc- <

tion (Nonextruding and Resilient Bitumi-nous Types)

01752-S4 Preformed Sponge Rubber and Cork ExpansionJoint Fillers for Concrete Paving and

,

Structural Construction '

e

1.4 SUBMITTALS,

(A. Prior to purchasing any materials and starting any fabri- i

cation, the Subcont racto r shall submit the following to |the site Engineer for review and approval.

!

1. Reinforced Concrete Pipet Manufacturers' literature jand shop drawings.

|1

2. Trashrack Fully detailed design calculations and ;supporting data, and shop drawings of all fabrications |

1

|Document No. 5025-RFL-S-01-00163-03 IIssued for Construction-Revision 1 {Concrete Pipe 4213S

RFL-PH-I 02612 - 2 080988 |,

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_ _ _ _ _ _ _ _ _ -

and components, showing sizes of components, materialsused, fabrication details, methods of assembly, loca-tions of fastenings, anchors and accessories, andinstallation cetails.

3. Flap Gate: Manufacturer's literature and shop draw-ings as required to show component sizes and mate-rials, fabrication and assembly methods, and installa-tion details.

1.5 DELIVERY, STORAGE, AND HANDLING OF MATERAALS

A. Delivery and Storage: Materials delivered to site shallbe inspected for damage, unloaded, and stored with theminimum of handling. Materials shall not be stored di-rectly on the ground. Inside of pipes and fittings shallbe kept free of dirt and debris.

B. Handling: Materials shall be handled in such a manner asto insure delivery to the trench in sound undamaged condi-tion. Pipe shall be carried to the trench, not dragged.Gasket materials and plastic materials that are not to beinstalled immediately shall not be stored in the directsunlight.

PART 2 - PRODUCTS

2.1 MATERIALS AND EQUIPMENT

A. General: Materials shall be of tne sizes and shapesindicated, shall be suitable for the intended application,and shall meet the requirements listed hereinafter asapplicable. Equipment used in handling the materialsshall be suitable for the intended use.

B. Reinforced Concrete Pipe: Tongue-and-groove type, classIV, conforming to AASHTO M170, sizes as shown on theDrawings.

C. Concrete: ASTM C94, compressive strength of 4,000 psi at28 days.

D. Expansion-Joint Filler Material: ASTM D1751 or ASTM D1752.

E. Mortar ASTM C270, Type M.

Document No. 5025-RFL-S-01-00183-03| Issued for Construction-Revision 11 Concrete Pipe 4213SRFL-PH-I 02612 - 3 080988

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!

.

F. Trashrack: The trashrack shall be designect for installa- |tion at the inlet end of the existing ccirrugated steel '

pipe culvert under existing U.S. Highway 6, to prevent '

entry of trash into the culvert and drain line below. The i

trashrack shall be detailed as shown in th9 Drawings. The i

trashrack panel shall be removable, with suitable liftinglugs to allow removal for inspection and cleaning, con- t

sisting of equally spaced vertical bars set in a struc- |

| tural frame. !

G. Flap Gate: The flap gate shall be designed for installa-tion at the Colorado River outlet of the new reinforced i

concrete pipe drain line, as shown on the Drawings,33-inch diameter, Watermen Model F-10 as manufactured byWaterman Industries, Inc., Exeter, CA, Armco Heavy Dutytype as manufacture.d by Armeo, Inc., Middletown, OH, orequal. !

5

t

*'

PART 3 - EXECUTION

r

3.1 INSTALLATION '

A. Earthwork: Exctvation of trenches and backfilling for !

reinforced concrete pipe, and the trashrack and flap gate, |

shall be as specified in Section 02200.

3. Placing Reinforced Concrete Pipe: Each section of rein- [forced concrete pipe shall be carefully examined before;being laid. Lifting lugs in vertically elongated metal

pipe shall be placed in the same vertical plane as the !

major axis of the pipe. Under no circumstances shall pipe !be laid in water, and no pipe shall be laid when trenchconditions or weather are unsuitable for such work. I

Diversion of drainage or dewatering or trenches during :construction shall be provided as necessary. All defec-tive materials and those damaged during placement shall beremoved and replaced at the direction of the Site Manager, i

at no additional cost. |1

1. Reinforced Concrete Pipet Laying shall proceed up- |grade with (deleted)* tongue ends of tongue-and-groovei

pipe pointing in the direction of the flow. !

?

2. Pipe Jointing: The first pipe shall be bedded to the !established gradeline, with the bell eind placed up- '

stream. The interior surface of the ' bell shall be j

* P.I.D. 06-s-03i

i

i

Document No. 5025-RFL-S-01-00183-03 !Issued for Construction-Revision 1 |

-

Concrete Pipe 4213S !RFL-PH-I 02612 - 4 080988 !

!,

L_ ___ _ _ _ _ _ _ . _ _ _ _ _ . _ _ . _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ . _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ _

____ _ _

carefully cleaned with e ush and the lower, -

portion of the bell fille' 'a mortar to sucn depthas to bring inner surfaces ..i aoutting pipes flush andeven. The spigot end of each subsequent pipe shall becleaned with a wet brush and uniformly matched intothe bell so that sections are closely fitted. Aftereach section is laid, remainder of tne joint shall befilled with mortar, and a bead shall oe formed aroundthe outside of the joint with sufficient additionalmortar. If mortar is not sufficiently stiff to pre-vent appreciable slump before setting, the outside ofthe joint shall be wrapped or bandaged with cheese-cloth to hold mortar in place.

3. Reinforced Concrete Structures Reinforced concretestructures for walls and headwalls, flared end sec-tions, trashrack, and flap gate, shall be const tuctedas specified in Section 03000.

4. Trashrack: The trashrack shall be installed as shownon the Subcontract Drawings.

5. Flap Gate: The flap gate shall be installed as shownon the Subcontract Drawings, and in accordance withthe manufacturer's recommendations.

3.2 TESTING

A. In-Place Soil Density Tests: Tests shall be performed inaccordance with the applicable portions of Section 02200.

B. Leakage Tests: Lines shall be tested for leakage byeither infiltration tests or exfiltration tests, as appro-priate. Prior to testing for leakage, the trench shall bebackfilled up to at least the lower half of the pipe. Ifrequired, sufficient additional backfill shall be placedto prevent pipe movement during testing, leaving thejoints uncovered to permit inspection. Visible leaksencountered shall be corrected regardless of leakage testresults. When the water table is 2 feet or more above thetop of the pipe at the upper end of the pipe line sectionto be tested, infiltration shall te measured using asuitable weir or other device acceptable to the siteManager. When the Site Manager determines that infiltra-tion cannot be properly tested, and exfiltration testshall be made by filling the line to be tested, an exfil-tration test shall be made by filling the line to betested with water so that a head of a least 2 feet isprovided above both the water table and the top of the

Document No. 5025-RFL-S-01-00183-03I Issued for Construction-Revision 1| Concrete Pipe 4213S'

RFL-PH-I 02612 - 5 080988

_ _ _ _ _ _ _ _ _ _ _ _ .

pipe at the upper end of the pipe line to be tested. Tnefilled line shall be allowed to stand until the pipe nasreached its maximum absorption but not less than 4 hours.After absorption, the head shall be re-established. Theamount of water required to maintain this water levelduring a 2-hout test period shall be measured. Leakage asmeasured by either the infiltration test or exfiltrationtest shall not exceed 0.4 gallons per inch diameter per100 feet of pipe line per hour. When leakage exceeds themaximum amount specified, satisfactory correction shall bemade and retesting accomplished. Testing, correction, andretesting shall be made at no additional ecst.

C. Trashrack: The trashrack shall be tested as required bythe Site Manager. The trashrack panel shall fit securelyin its mountings, but shall be easily removable whenrequired.

D. Flap Gate: The flap gate shall be tested, as recommendedby the manufacturer, to demonstrate easy opening underdischarge loads and firm, leakproof closure when subjectto reverse flow.


4.1 MEASUREMENT

A. Reinforced Concrete Pipe Measurement for payment forfurnishing and installing 36-inch diameter reinforcedconcrete pipe will be by the linear feet of pipe furnishedand installed. The length will be measured along thecenterline of the pipe from end to end of pipe.

B. Trashrack: Measurement for payment for furnishing andinstalling trashrack will be by the number of unitsfurnished and installed, complete, in place, with allrequired parts and accessories.

C. Flap Gate: Measurement for payment for furnishing andinstalling flap gate will be by the number of unitsfurnished and installed, complete, in place, with allrequired parts and accessories,

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Concrete Pipe 4213SRFL-PH-I 02612 - 6 080988

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4.2 PAYMENT

A. Reinforced Concrete Pipe: Payment for furnishing andinstaling 36-inch diameter reinforced concrete pipe willbe by the unit price per linear foot quoted therefor inthe Bid Schedule. The price quoted shall include fullpayment for all pipe, joints, and bedding, includingtrenching, excavation, backfill and compaction, and allincidental labor, inspection, and material necessary tocomplete construction of culverts or storm drains asrequired by this Section of the Specification.

B. Trashrack: Payment for furnishing and installingtrashrack will be by the unit price per each quotedtherefer in the Bid Schedule.

C. Flap Gate: Payment for furnishing and installing flapgate will be by the unit price per each quoted therefor inthe Bid Schedule.


Document No. 5025-RFL-S-01-00183-03) Issued for Construction-Revision 1

Concreta Pipe 421JSRFL-PH-I 02612 - 7 080988

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j SECTION 02613 f,fCORRUGATED STEEL PIPE

.

} |t !

j PART 1 - GENERAL [! i

1.1 DESCRIPTION

; This Section describes the requirements for furnishing,|installing, testing and maintaining corrugated steel pipe3.

1 and special sections for extensions of existing culvert'pipes under U.S. Highway 6 and for new culvert pipes

|1 within the old and new Rifle processing sites, as indi- ;'

cated on the Subcontract Drawings and in accordance with !

the provisions of this Section. !!

1 !j 1.2 APPLICABLE PUBLICATIONS (

!A. The publications listed below form a part of this Specifi-I cation to the extent referenced. The publications are| referred to in the text by the basic designation only:

) 1. Standard Specifications for Road and Bridge Construc- !tion, 1981 Edition, (Colorado Standard Specifica- f

1 tions). For the purposes of this Subcontract, all |} references to ' Engineer' shall mean ' Site Manager's j

all references to * Division * shall mean ' Contractor" |.

| and all references to ' Contractor * shall mean 'Sub- j! contractor'. The provisions for measurement and pay- -

,

f ment shall not be applicable. All references to i1 'special provisions' shall not be applicable. Mea- |surement and pain this section.yment provisions shall be as specified |

|,

3|

j 2. Standard Plans, M&S Standards, January 1982 (Colorado -

{ standard Plans). || !

|1.3 SUBMITTALs '

A. The Subcontractor shall submit the following in accordancei

i with the general submittal requirements specified inj Section 01300

!i 1. Outline drawings of corrugated steel pipe and joint ;) details.i

|5

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| |l

j Document No. 5025-RFL-S-01-00184-02: Issued for Construction-Revision 0| Corrugated Steel Pipe 4214S; RFL-PH-I 02613 - 1 0820871

,

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2. Certification from the manufacturer stating that allmaterials furnished comply in all respects with theseSpecifications.

3. Shop test reports.

4. Manufacturer's installation instructions.

1.4 DELIVERY AND STORAGE OF MATERIALS

Corrugated steel pipe, structures, and related materialshall be delivered in time to ensure uninterrupted pro-gress of the work. Materials shall be stored in a mannerto preclude damage and to permit ready access for inspec-tion and identification of each shipment. Pipe, struc-tures and accessories shall be kept free from dirt,greaue, and other foreign matter. Materials showingevidence of unrepairable damage, as determined by theContractor, will be rejected and anall be immediatelyremoved from the work.

PART 2 - PRODUCTS

2.1 GENERAL

A. The materials shall conform to the applicable provisionsof the following Subsections of the Colorado StandardSpecifications:

1. Structure Backfill: Subsection 206.02

2. Corrugated Steel Pipe and Coupling Sands: Subsection707.02

B. Special Sections:

1. Special sections such as elbows, wyes, tees, crosses,bends, reducers and flared inlets shall be furnishedas called for on the Subcontract Drawinga or asrequired by the Contractor.

2. Generally special sections shall conform to therequirements specifLed for the pipe with which theyare used and shall be connected to the pipe or to eachother with connecting bands specified for use with thepipe to which they are connected.

3


Corrugated Steel Pipe 4214SRFL-PH-I 02613 - 2 082067

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C. Dimensions and Thicknesses: The pipes shall be furnisnedas follows:

NominalInside Diameter Corrugations G_aj_ee

24-inch 2-2/3-inch x 1/2-inch 18

PART 3 - EXECUTION

3.1 INSTALLATION

A. Existing Culverts: Damaged ends of existing 24-inchdiameter corrugated steel pipe culverts shall be cut outand disposed of prior to making connections with the newextensions.

B. The excavating, placing, bining, backfilling and repair-inq of the pipe shall conform to the following Subsectionsof the Colorado Standard Specifications.

1. Excavation: Subsection 603.03

2. Placing: Subsection 603.05

3. ,Jcining: Subsection 603.06

4. Backfilling: Subsection 603.08

5. Repair of Dam <tged Pipe: Subsection 603.10C. Additionally, trenching and backfilling shall also conform

to the details shown for flexible pipe on the ColoradoStandard Plan M-604-1.


4.1 MEASUREMENT '

A. Measurement for payment for furnishing and installing24-inch diameter corrugated steel pipe will be by thelinear feet pipe furnished and installed. The length ofpipe to be paid for will be the slope length designated onthe Subcontract Drawings. Pipe placed in excess of the

Jocument No. 5025-RFL-S-01-00184-02Issued for Construction-Revision 0i

Corrugated Steel Pipe 4214SRFL-PH-I 02613 - 3 082087

,, . ._ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ - _ -

length designated will not be paid for, unless pipes arecut to fit a structure or slope. When pipes are cut to fita structure or slope, the quantity to be paid for will bethe length of pipe necessary to be placed before cutting,measured in 2-foot increments.

B. Separate measurement for payment will not be made forcor: sted steel pipe elbows, wyes, tees, coupling bands,and .her fittings and accessories.

4.2 PAYMENT

A. Payment for furnishing and installing 24-inch diametercorrugated steel pipe will be by the unit price per linearfoot quoted therefor in the Bid Schedule.

B. The unit price quoted shall include full compensation forfurnishing all labor, materials, tools, equipment andincidentals, and for performing all work for completeinstallation of pipe, complete in place, including struc-ture excavation and structure backfill, cutting old pipeand connecting new pipe to existing pipes, testing andmaintaining, complete as shown on the Subcontract Draw-ings, and as specified in this Specification and asrequired by the Contractor.


,

(

1

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Corrugated Steel Pipe 4214SRFL-CH-I 02613 - 4 082087,

. _ . _ _ - __. -- . _ . - -- _-- _.

1

SECTION 02618

STEEL PIPE CASING

PART 1 - GENERAL

1.1 SCOPE

A. This Specification. Section covers furnisning and instal-lation of a steel pipe casing required to house andprotect a new reinforced concrete pipe storm drain whichwill convey water across the old Rifle site and under theDenver and Rio Grande Western railroad track to a newdischarge point at the Colorado River.

B. The steel pipe casing is regt' red only where the stormdrain passes through tne railroad embankment. The casing,which will be installed by jacking through the embankment,is required because the railroad does not allow directjacking of pipelines under its right of way, and insteadrequires a pipe casing to be jacked through and the pip,e-line to be carried within it.

1.2 RELATED WORK

A. Earthwork required for installation of tne steel pipecasing is specified in Section 02200.

B. Furnishing and installation of reinforced concrete pipeand appurtenances to be installed within the steel pipecasing is specified in Section 02612.

C. Poured-in-place concrete required for installation andembedment of the reinforced concrete pipe is specified inSection 03000.

1.3 APPLICABLE PUBLICATIONS,

i

A. The publications listed below form a part of this Speci-fication to the extent referenced. The publications are

$ referred to in the text by the basic designation only: ,

1. Am6rican Petroleum Institute (API):

SPEC SL-85 Specification for Line Pipe

>

Document No. 5025-RFL-S-01-00185-02i Issued for Construction-Revision 0

Steel Pipe Casing 4215sRFL-PH-I 02618 - 1 082067

- _ _ _ _ _ _ _ _ _ _ _ _ - _ _ . - _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

2. American Railway Engineering Association (AREA):

Manual for Railway EngineeringVolume 1, Chapter 1, Part 4 Culverts and Part 5- -

Pipelines


A134-85 Pipe, Steel, Electric-Fusion (Arc)-Welded(Sizes NPS 16 and Over)

A570-85 Steel, Sheet and Strip, Carbon, Hot-Rolled, Structural Quality

4. American Water Works Association (AWWA):

C200-80 Steel Water Pipe 6 Inches and Latger .

C203-86 Coal-Tar Protective Coatings and Liningsfor Steel Water Pipelines Enamel and-

Tape - Hot-Applied

1.4 SUBMITTALS

The Subcontractor shall submit plans of the proposedinstallation to the Site Engineer, in triplicate, forapproval by the Site Engineer and the railroad's authorizedrepresentative, before construction is begun. Plans shallbe drawn to scale, and shall be accompanied by supportingdata fully describing the i n s t a l.*.a t io n , as specified inArticle 5.2.6 of the AREA Manual, Volume 1, Chapter 1,Part 5.

* 1.5 DELIVERY, STORAGE, AND HANDLING OF MATERIALS!

All materials shall be delivered, stored, and handled at |the job site, as approved by the Site Engineer, to prevent I

damage to the materials during handling, assembly, and |installation. CombustiDie materials shall be stored asafe distance from welding or flame cutting operations.

;

PART 2 - PRODUCTS

4

2.1 MATERIALS

| A. Steel Pipe Casing: Steel pipe casing shall be 48 incnesnominal diameter, 1/2 inch minimum thickness, with a mini-

>

Document No. 5025-RFL-S-01-001BS-02I Issued for Construction-Revision 0

Steel Pipe Casing 4215SRFL-PH-I 02618 - 2 082087 ;

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_ _ - _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

mum yield strength of 35,000 psi, as specified in Article5.2.4 of the AREA Manual, Volume 1, Chapter 1, Part 5.The pipe shall be fabricated by arc welding as specifiedin ASTM A134 or AWWA C200, using steel conforming to ASTMA570, Grade 36. Alternatively, line pipe conforming toAPI SPEC SL, Grade B, is acceptable.

B. Coal Tar Enamel and Primer: Conforming to AWWA C203.

PART 3 - EXECUTION

3.1 INSTALLATION

Steel pipe casing shall be installed as specified inArticle 5.2.5 of the ARBA Manual, Volume 1, Chapter 1,Part 4 and 5, and as shown oa the Drawings. Installationshall be by jacking through the embankment. Beforeinstallation is done, the pipe casing shall be fully as-

,

sembled by welding, welds ground smooth, and the entire '

casing given a hot-applied coat of coal tar primer andenamel on all inside and outside surfaces, as specified in ,

'AWWA C203. The completed pipe shall be inspected and |

approved by the Site Manager and the railroad's represen-tative before and after application of coal tar enamel,before jacking is started. Pipe jacking shall beperformed as specified for pipe culverts in Article 4.9 ofthe AREA Manual. All steps of the pipe fabrication andinstallation shall be subject to the inspection anddirection of the railroad's representative as specified inArticle 5.2.7 of the AREA Manual. Earthwork opera;; ionsother than pipe jacking, if required, shall be asspecified in Section 02200.


4.1 MEASUREMENT,

Measurement for payment for furnishing and installingsteel pipe casing will be by the linear feet of pipe

I casing furnished and installed. Measurement will be along j

the center line of the installed casing. .

4.2 PAYMENT

Payment for furnishing and installing steel pipe casingwill be by the unit price per linear foot quoted thereforin the Bid Schedule.



Steel Pipe Casing 4215SRFL-PH-I 02618 - 3 082V87

_ _ .

L

SECTION 02771

MEMBRANE LINER

PART 1 - GENERAL

1.1 SCOPE

[This Specification Section describes the requirements forfurnishing and installing membrane liner systems forditches, wastewater retention basins, spillways and '

temporary ditches.]*

1.2 SYSTEM DESCRIPTION

A. Liner system shall consist of liner, adhesives and acces-sories required for sterilizing ground and installingliner, vents and other appurtenances.

B. The (ditches,)* retention basins and spillways, wherelining is required, will carry water produced fromstormwater runoff, decontamination and dewateringoperations, including minor amounts of sediment.

C. The liner will be installed without a protective earthencover and will be exposed to all natural weathering ele-3

ments, such as direct sunlight, cold and hot air tempera-tures, snow, ice and wind.

1.3 RELATED WORK

A. Section 01300 - Submittals

B. Section 02200 - Earthwork:


A. The Publication listed below form a part of this Specifi-cation to the extent referenced. The Publications arereferred to in the text by the basic designation only:

1. American Society for Testing and Materials (ASTM)t ||

D792-86 Standard Test Methods for Specific Gravity I(Relative Density) and Density of Plastics |by Displacement |

)

* P.I.D. 06-S-03


Membrane Liner 5058SRFL-PH-I 02771 - 1 080988

2. National Sanitation Foundation (NSF):SN54 (Revised Nov. 85)

Flexible Membrane Liners

3. Federal Standard (FS):

101C Test Methods for Puncture Resistance andElongation Test (Method 2065.1)

101C Test Method for Puncture Resistance (Method2031)

1.5 QUALITY ASSURANCE.

A. Manufacturer: The manufacturer of the liner shall havemanufactured in excess of 10,000,000 square feet ofmembrane liner. The manufacturer shall also certify inwriting that the liner meets or exceeds the NSF Standard54 physical properties as specified in' this Section, andshall withatand a minimum of 5 years of outdoor weatheringwithout cover. The certification shall also state thatthe liner material is formulated from 100 percent v!.rgin,

domestic, first quality raw materials.

B. Fabricator: The liner fabricator shall have fabricated inexcess of 10,000,000 square feet of liner.

C. Installation: The Installation Supervisor shall haveinstalled in excess of 1,000,000 square feet of liner.

D. Installation Workers Qualifications: The installation '

workers shall have installed a minimum of 1,000,000 squarefeet of membrane liners.

1.6 SUBMITTALS,

A. General submittal requirements are specified in Section |01300. i,

B. The Subcontractor shall submit the following to the Con-tractor (with a copy to the Colorado Department ofHealth)* for review and approval 30 days before placementof the material:

1. Product data.

* P.I.D. 06-S-03

Document No. 5025-RFL-S-01-00186-04 |Issued for Construction-Revision 2 |Membrane Liner 505ds

RFL-PH-I 02771 - 2 080988,

- - . . - - . . --

|2. Samples of material and accessories.,

I

3. Certificate signed by the manuf acturer (stating)*'that,

the system proposed meets the Specification.

4. Installation details. ;

5. Fabricator's or manufacturer's installation instruc- r

tions. !

6. Test reports.iI7. Qualifications of installer and r;upervisor in accor-

dance with the requirements of Article 1.5.C.

8. Certification from a recognized independent testinglaboratory that the liner meets the requirements ofthis Specification and is suitable for its intendedpurpose.

1.7 SITE CONDITIONS

The site is at an approximate elevation of 5300 feet andis located near Rifle, Colorado. Temperatures may varyf rom a low of -40'F to a high of 105'F. Wind speeds mayreach 50 mph. The wastewater retention basins and '

spillways are anticipated to be in operation for 3 to 4years.

1.8 WARRANTY i

c

A. Liner materials and f actory seams shall be warranteed to ;

be free from defects in materials and workmanship for aperiod of 5 years f rom the date of acceptance. Installa- [tion and field seams shall be warranted free of defects ;

for a period of 5 years from the date of acceptance. ;

B. Upon written notification by the Contractor, the subcon- [tractor shall promptly and completely repair or replace

) defective lining materials on site which become apparent !

,

during such 5-year period. Such repair or replacement i

shall be done at no cost to the Contractor provided that (3 the areas in question have been made available to the

Subcontractor and that such areas have been cleared of all |liquids, dirt, soil, or tailings materials. i

)

l* P.I.D. 06-S-03 i

!

!

Document No. 5025-RFL-S-01-00184-04 !

Issued for Construction-Revision 2Membrane Liner 5058S :

RFL-PH-I 02771 - 3 080988|,

l

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS

The liner material shall be the product of a manufacturersuccessfully engaged in the business of manufacturingliner materials for the last five years.

2.2 MATERIAL

A. The thermoplastic elastomer lining material shall be manu-factured from a synthetic rubber compound and shall behigh density polyethylene (HDPE) or polyethylene (PE),chlorinated polyethylene (CPE), or polyvinyl chloride(PVC), specifically compounded for use in hydraulicfacilities. In addition, the lining material shall beformulated to withstand a minimum of 5 years of outdoorexposure without cover.

B. The 1.iner shall have a smooth uniform surface with novisible defects and shall be free of holes, blisters,gels, undispersed ingredients and any contamination ordefect that may affect its serviceability. The linershall be uniform in thickness with a maximum 10 percentdeviation f rom the nominal thickness. The edges shall bestraight and f ree of nicks and cuts. Inspection for pin-holes shall be made prior to shipment to the field.

C. The liner material shall be specifically compounded toconform to the physical properties set forth in theNational Sanitation Foundation Standard SN54 and thestandards set forth below.

Property Test Method Data

High Density Polyethylene (HDPE) or Polyethylene (PE)*1

Density ASTM D792 0.93 gms/cc min.Gauge (Nominal) 40 mils

) Puncture Resistance FED STD 101C 175 lbs. min.Method 2065.1

) Chlorinated Polyethylene (CPE)

Gauge (Nominal) 30 mils9 Puncture Resistance FED STD 101C 175 lbs. min.

Method 2065.1



_

Polyvinyl Chloride (PVC)

Gauge (Nominal) 30 milsPuncture Resistance FED STD 101C 130 lbs. min.

Method 2031

* The specifications for High Density Polyethylene (HDPE)and Polyethylene (PE) are listed in the National Sani-tation Foundation Standard SN54 under High Density >

Polyethylene (HDPE).

2.3 FABRICATION

The roll goods shall be factory fabricated into optimumsized panels up to 20,000 square feet, using an approvedseaming method as prescribed by the manufacturer. Whenthe seam is tested for shear and peel, failure of thematerial including the seam shall not occur at the bondedsurfaces.

PART 3 - EXECUTION

3.1 GENERAL

The liner systems shall be installed as shown on the sub-contract Drawings and as recommended by the manuracturerand the fabricator.

|

|

3.2 GRUUND SURFACE PREPARATION

A. Surfaces to be lined shall be smooth and free of sharprocks and vegetation. If the liner is not applied within

j 15 days of surf ace preparation, the surface shall be pro-tected against growth of vegetation by the application ofa suitable short-lived soil sterilant as approved by the

} Contractor. The soil sterilant used shall be compatiblewith the liner material to ensure against damaging theliner.

)B. Certification from the Installation Supervisor shall be

required stating that the surface on which the liner is to ;

3 be placed is acceptable. No installation of lining shall Icommence until this certification is furnished to tne Con- '

tractor. The receiving surface shall be kept in the ac-copted condition until the installation of the lining is 1

|accomplished.

!

Docurent No. 5025-RFL-S-01-00186-04Issuud for Construction-Revision 2


3.3 FIELD SEAMS

A. PVC/CPE Liner: All field seams for PVC or CPE liner mate-rials shall be performed using only the fabricator'sapproved methods, adhesives and application directions.The minimum width of overlap of field seams shall be 4inches. The contact surfaces of the panel overlap shallbe cleaned to remove all dirt, dust or other foreign mate-rials. A nominal 6-inch overlap of liner panels shall beallowed to keep dirt out of the field seams. When bondingthe seams, the temperature of the sheet and adhesive shallbe not less than 55'F. Artificial heat shall be appliedif ambient conditions create lower temperatures.

B. HDPE or PE Liner:

1. Field joints shall be made with overlapping adjacentsheets and inserting a ribbon of fusion joining resinbetween the overlapping sheets or over the joint,

between them. Appropriate alternate seaming pro-cedures as recommended by the manufacturer orfabricator such as a hot air or hot wedge method' maybe proposed for the Contractor's approval. The mini-mum width of overlap of field seams shall be 3 inches.

'

a. Joints between liner sheets shall be field weldedusing the fabricator's fusion joining apparatusand technique. The joining procedure shallconsist of softening the liner material by heatedair. Directly following the application of heat,a minimum 1-1/2 inch wide hot strip of the sameHDPE or PE from which the sheet is made shall beextruded between the overlapping sheets. Theoverlapping sheets shall then be pressed togetherwith a minimum pressure of 14 psi to form thefusion joint.

b. Penetrations through the liner for pipes,flashingr, patches, and tne like sh111 be fieldwoldad using a fesion joint gun; The doiningproceduct will consist of softening the liner

| material by heated air. Directly following theapplication of heat, a hot strip of the same mate-rial frou which the sheet is made shall De ex-

) truded over the joint to otoduce the fusion joint.

c. Prior to fusion loining, all areas to become jointinterf aces shal; be cleansed of cust and dirt.,



-_ _

d. Fusion joining shall not take place unless thesheet is dry and shall not be attemped when theambient temperature is below 45'F or above 90*F asdetermined by the Contractor.

3.4 INSPECTION AND TESTING

A. HDPE or PE Liner:

1. All fusion joined seams shall be visually examined andprobed for voids or imperfect bonds.

2. All fusion joined seams shall be ultrasonically testedwith a testing aevice furnished by the Subcontractor.The device shall be capable of locating weld defectsincluding internal cracks, unjointed interfaces,voids, cavities, gravel inclusions and other foreignparticles above 1 mm (0.04 inches) in size. TheSubcontractor shall furnish to the Contractor a copyof the ultrasonic test results coordinated with theseam pattern shown on the approved Shop Drawings.-

3. All seams made for the HDPE or PE liner shall betested using vacuum testing in addition to ultrasonictesting. Vacuum testing shall consist of placing arectangular box (approximately 30 inches long) intothe liner seam. The auction chamber shall be con-nected to the vacuum pump. A foaming agent shall beapplied to the seas area under test to indicate pos-sible leaks. The seam shall be maintained under 5psig suction for a minimum of 10 seconds, and certifi-cation given to the Contractor that the seams willprovide a film tearing bond. The test areas shallhave a minimum of 3-inch overlap from the previous t

test section. ;

!

4. Defects found during the testing shall be repaired and :

g retested. Such tests and adjustments shall be re- lpeated until, in the opinion of the ' Contractor, the j;repairs are satisfactory and- complete. All repairs

} shall be made by the Subcontractor at no additional r

expense to the Contractor. |

S.The Subcontractor shall furnish to the Contractor, ingon

k a daily basis, if requested, swan samples for testcut from that days installation. The samples may be :

tested to determine strength and durability. Anyseams not meeting the requirements specified hereinshall be repaired by the Subcontractor at no addi- ;

tional expense to the Contractor.

|,

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Membrane Liner 5058S !3

RFL-PH-I 02771 - 7 080988 |.

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6. The Subcontractor shall repair all areas damaged bysampling immediately after the sample is taken. Therepairs shall be made at no additional expense to theContractor.

B. PVC/CPE Liner:

1. All field seams shall be air lance tested using oneeighth inch orifice at 50 psi.

2. Defects found during the testing shall be repaired andretested. Such tests and adjustments shall berepeated until, in the opinion of the Contractor, therepairs are complete. All repairs shall be made bythe Subcontractor at no additional expense to the Con-tractor.

3. The Subcontractor shall furnish to the Contractor, on ia daily basis, if requested, seam samples for testingcut from that days installation. The samples may betested to determine strength and durability. Anyseams not meeting the requirements specified hereinshall be repaired by the Subcontractor at no additional ;

expense to the Contractor. j

4. The Subcontractor shall repair all areas damaged bysampling immediately after the sample is taken. Therepairs shall be made at no additional expense to theContractor.

3.5 GAS VENTS AND LINER HOLD-DOWNSI

A. Gas vents as recommended by the manufacturer and thefabricator and approved by the Contractor shall beinstalled in the liner around the perimeter of the basin.Vents shall have a minimum diameter of 4 inches, located 6inches below the top of the dike and at a maximum spacing

|of 50 feet on centers.

B. Liner hold-downs, as recommended by the manufacturer andj the fabricator and approved by the Contractor, shall be

installed over the liner on the embankment and excavationslopes. The holddowns shall be placed on maximum 30-footcenters or over every field seam, whichever is closer,

3.6 ANCHORING,

During installation, necessary precautions shall be takento in.me the liner will not be damaged or moved by wind,

.


Membrane Liner 5058S' RFL-PH-I 02771 - 8 080988

rain or dust. The liner shall be installed in such a man-ner that the liner will be protected from damage or move-ment by wind, water, and dust. Venting to prevent damageto the liner will be provided per the manufactur9r's re-commendations. (The base of the retention basins havebeen set slightly above the seasonal high groundwaterelevations in an average year. However, during highrunoff years on the Colorado River, groundwater elevationscould rise above the base of the retention basins, inwhich case the retention basin liners will be subject touplift force. To balance the uplift force, it may benecessary to maintain certain water levels in the reten-tion basins, or pump into the retention basins at theonset of rising groundwater levels.]*

3.7 TEMPORARY EROSION PROTECTION-CONSTRUCTION PHASE

A. Synthetic membrane shall be placed on the prepared waste-water retention basins subgrade including the emergencyspillways, as shown on the Subcontract Drawings.

B. The Subcontractor shall maintain and if required, repairsynthetic membrane to provide protection from runofferosion and contamination.


4.1 MEASUREMENT

A. Measurement for payment for furnishing and installing ofmembrane liner for the wastewater retention basins andspillways will be by the square yards of material instal-led. The quantities for payment will be calculated fromthe lines and dimensions shown on the Subcontract Drawings.The surfaces shall be measured parallel to the liner mate-

| tial installed.

B. Measurement for payment for preparation of subgrade shallbe as specified in Section 02200.

4.2 PAYMENT

A. Payment for furnishing and installing of membrane linerfor the wastewater retention basins and spillways will beby the unit price per square yard quoted therefor in the

* P.I.D. 06-S-03

Document 1;o. 5025-RPL-S-01-00186-04/ Issued for Construction-Revision 2


Bid Schedule. The price quoted shall include full compen-sation for furnishing all labor, materials, tools, equip-ment, Installation Supervisor, incidentals and for per-forming all work including, buc not limited to, seaming,installation of gas vents and liner hold-downs, excavat-ing, backfilling of anchor trenches, and maintaining ofthe liner as specified.

B. Payment for preparation of subgrade shall be as specifiedin Section 02200.


|

l

Document No. 5025-RFL-S-01-00186-04> Issued for Construction-Revision 2


_ _ _ _._ -

SECTION 02800

ROAD SIGNS

PART 1 - GENERAL

1.1 SCOPE

A. This Specification Section describes the requirements forthe following:

1. Furnishing and installing Stop and No-Parking signs onthe city streets.

2. Relocating existing stop signs on the city streets.

B. The Work shall conform to the following:

1. Locations of signs shall be as shown on the Subcon-tract Drawings.

2. Installation details shall be as shown on the ColoradoStandard Plans.

3. Colorado Standard Specifications cited in this Speci-fication Section.


Work pertaining to furnishing, installing and relocatingof existing or new signs on U.S. Highway 6 beyond the siteboundaries will be by others.

) 1.3 APPLICABLE PUBLICATIONS

A. The Publications listed below form a part of this Specifi-cation to the extent referenced. The Publications are

4

referred to in the text by the basic designation only:1. State of Colorado, Division of Highways:

a. Standard Specifications for Road and Bridge Con-l struction, 1981 Edition, (Colorado Standard Speci-

I

)Document No. 5025-RFL-S-01-00187-02

> Issued for Construction-Revision 0Road Signs 4217S

RFL-PH-I 02800 - 1 082087

. . . . . . _ _

fications). For the purposes of this Subcontract,all references to "Engineer * shall mean "SiteManager"; all references to "Division' shall mean"Contractor"; and all references to ' Contractor"shall mean "Subcontractor". The provisio.7s formeasurement and payment shall not be applicable.All references to 'special provisions' shall notbe applicable. Measurement and payment provisionsshall be as specified in this Section.

b. Standard Plans, M&S Standards, January 1982,(Colorado Standard Plans).

2. American National Standards Institute (ANSI):D6.1-1978 Manual on Uniform Traf fic Control Devices

for Streets and Highways

PART 2 - PRODUCTS

2.1 MATERIALS

A. Conform to the applicable provisions of the following Sub-sections of the Colorado Standard Specifications:1. Sign Posts and Sign Structures: Subsection 614.02

2. Sign Panels: Subsection 614.04

PART 3 - EXECUTION

3.1 INSTALLATION

A. Relocation and installation of signs shall conform to thefollowing:

1. Applicable provisions of the Subsection 614.09, Sign-ing, of the Colorado Standard Specifications.

2. Applicable details shown on the Colorada StandardPlans, M&S Standards, Numbers S-614-1 and S-614-2.

3. Locations shown on the Subcontract Drawings.


Road Signs 4217SRFL-PH-I 02800 - 2 082087

___ - _ _ _ _ _ _ _ _

_ _ _ - _ _ _ _


4.1 MEASUREMENT

A. Measurement for payment for furnishing and installingNo-Parking and Stop signs will be by the number of signsfurnished and installed.

B. Measurement for payment for relocation of existing stop,

signs will be by the number of signs relocated.

4.2 PAYMENT

A. Payment for furnishing and installing No-Parking and Stopsigns will be by the unit price per each quoted thereforin che Bid Schedule. The price quoted shall include fullcompensation for furnishing all labor, materials, equip-ment, tools, incidentals and accessories, and for perform-ing all work including, but not limited to, designing,fabricating, installing and maintaining signs, complete inplace including all work such as excavating, concreting,and the like.

B. Payment for relocation of existing stop signs will be bythe unit price per each quoted therefor in the Bid Sched-ule. The price quoted shall include full compensation forfurnishing all labor, equipment, tools, materials, and thelike, for removal of existing signs from their currentlocations and reinstallation in new locations indicated onthe Subcontract Drawings, complete including all excava-tion, backfill and concrete work.


(

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Road Signs 4217SRFL-PH-I 02800 - 3 082087

,

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__ _-

SECTION 02832

CHAIN LINK FENCE AND GATES

PART 1 - GENERAL

1.1 SCOPE

This Specification Section describes the requirements forfurnishing and installing chain link fencing includinggates, posts, fittings, nardware, and concrete footings.


Removal of fence and gates Will be done by others.

1.3 RELATED WORK

Section 02833 - Woven Wire Fences

1.4 DEFINITIONS

Definitions of fencing components shall be in accordance|with ASTM F552.I

1.5 APPLICABLE PUBLICATIONS |

A. The Publications listed below form a part of this Specifi-cation to the extent referenced. The Publications arereferred to in the text by the basic designation only:1. Chain Link Fence Manufacturers Institutet

a. Standards for Galvanized Steel Chain Link PonceFabric

ib. Industrial Steel Specifications for Fence Posts, f

Gates, and Accessories I

c. Standards for Chain Link Pence Installation

!

| Document No. 5025-RPL-S-01-00188-03Issued for Construction-Revision 1

Chain Link Pence and Gates 4218SRFL-PH-I 02832 - 1 080988

||-

- __ - - - -


A90-81 Test Method for Weight of Coating on Zinc-Coated (''al va ni z ed ) Iron or Steel Articles

Al20-84 Specification for Pipe, Steel, Black andHot-Dipped Zinc-Coated (Galvanized) Weldedand Seamless, for Ordinary Uses

A123-84 Specification for Zine (Hot-Dip Galvanized)Coatings on Iron and Steel Products

A153-82 Specification for Zinc Coating (Hot-Dip) onIron and Steel Hardware

A239-73 Test Method for Locating the Tninnest Spotin a Zinc (Galvanized) Coating on Iron orSteel Articles by the Preece Test (CopperSulfate Dip) (R1983)

A370-86 Standard Test Methods and Definitions forMechanical Testing of Steel Products (Rev. A)

A392-84 Specification for Zinc-Coated Steel Chain-Link Fence Fabric

C33-86 Specification for Concrete AggregatesC94-86 Specification for Ready-Mixed ConcreteC150-85 Specification for Portland Cement (Rev. A)

F552-83 Standard Definitions of Terms Relating toChain Link Fencing

3. State Department of Highways, Division of Highways,State of Colorados

a. Standard Specifications for Road and Bridge Con-struction (Colorado Standard Specifications). Forthe purposes of this Subcontract, all referencesto ' Engineer' shall mean ' Site Manager's allreferences to * Division' shall mean ' Contractor'sand all references to "Contractor' shall mean"Subcontractor'. The provisions for measurementand payment shall not be applicable. All refer-ences to 'special provisions' shall not be appli-cable. Measurement and payment provisions shallbe as specified in this Section.


Chain Link Fence and Gates 4218S.

RFL-PH-I 02832 - 2 080988

. _ _ _ _

b. Standard Plans, M&S Standards, January 1982(Colorado Standard Plans)

1.6 SHOP DRAWINGS

Pursuant to the provisions of Section 01000, three black-line or blue line prints and a reproducible transparencyof fully detailed shop drawings of fence, gate and hard-ware, including footings and installation details, shallbe submitted to the Contractor for review.

PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Fencing shall include fabric, frameworke con-crete footings, gates, closure at grade depressions, hard-ware, and all appurtenances and accessories as requiredfor a complete installation. All members, except fit-tings, shall be steel, hot-dip galvanized after fabrica-tion. Jittings shall be malleable iron, wrougnt iron, orpressed steel, hot-dip galvanized after fabrication.Fence fabric and tension wire shall be zinc-coated as spe-cified. Heights of fences shall be as shown on the Sub-contract Drawings. Tolerance for fabric height is +1 inch.

_

B. Fence Fabric: No. 9 gage, chain-link steel wire helicallywoven into 2-inch diamond mesh, hot-dip galvanized, con-forming to ASTM A392. Fabric shall be twisted and barbedon the top selvage and knuckled on the bottom selvage.Loops of knuckled selvage shall be closed or nearly closedwith a space not exceeding the diameter of the wire. Thetwisted wire shall be twisted in a closed helix of 1-1/2machine turns equivalent to three full twists, and cut atan anglo to provide sharp barbs. The wire ends beyond the |

,

twist shall be at least 1/4-inch long. Steel wire for the I

fabric, when drawn to the wire gage specified, shall havea minimum tensile strength of 75,000 pounds per squareinch when tested in accordance with ASTM A370. Coating offabric shall be Class II, 2.0 ounces of hot-d'p zine gal-vanizing per square foot of uncoated wire surface. TheStandard length of fabric coll shall be 50 linear feet +1percent. Each roll shall be a one-piece length. Tolerancefor fabric heights shall be plus or minus 1 inch. I

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C. Posts:

1. Post shall be Schedule 40 galvanized pipe. Use shallbe in accordance with the following table except asnoted on the Subcont ract Drawings. All pipe shallconform to ASTM Al20 for weight and galvanized coat-ing. Line post shall be spaced at no more than 10-footcenters.

Nominal Pipe Size,Post Type and Shape Inches

2. End, Corner and Pull Posts:Round 2.5

3. Intermediate or Line Posts:Round 2.0

4. Gate Posts:

Single Leaf Gate Opening Width:

6 Feet and Less:Round 2.5

6 to 13 Feet:Round 3.5

13 to 18 Feet:Round 6.0

Over 18 Feet:Round 8.0

D. Post-Bracing Assembly: Horizontal braces shall be 1-1/4inch Schedule 40 steel pipe, conforming to ASTM Al20.Diagonal truss type braces shall be 3/8-inch diameter gal-vanized steel rous with turnbuckle adjustment. Couplings,fittings, and attachment accessories shall be included asrequired. Horizontal braces (intermediate rails) shall beprovided at all corners, terminale, pulls, and at gateposts.

E. Wire Ties and Clips: Wire ties or clips aMll be providedfor attaching fabric to line posts, top rail, or tensionwire. Wire ties and clips shall be at intervals notgreater than 15 inches when attaching floric to lineposts, and the space interval shall not exceed 24 incheswhen attaching fabric to top rails or tension wire. Wireties and clips shall be not less than the fabric wire gage


Chain Link Fence and Gates 421dSRFL-PH-I 02832 - 4 080988,

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size and of the same material and coatings. The minimumweight for zine coated wire ties and clips is 0.8 ouncesof zinc per foot of coated surface area.

F. Tension Wire, Zinc-Coated Steel: Tension wire for top andbottom edge support of fence fabric shall be No. 7 gagemarcelled or crimped coil spring hard tempered carbonsteel wire with minimum tensile strength of 70,000 psi,and zinc coating of not less than 1.20 ounce per squarefoot of coated area.

G. Post Ccps: Post caps shall be standard malleable iron,wrought iron, or pre 6 sed steel, galvanized, designed as aweathertight closure cap for tubular posts.

H. Stretcher Bars: Stretcher bars shall be one-piece lengthsequal to full height of f abric with a minimum crosssectionof 3/16 inch by 3/4 inch. Provide one stretcher bar foreach gate and end post, and 2 for each corner and pullpost.

I. Stetcher Bar Bands: Bands shall be heavy pressed steel,or malleable iron, spaced not over 15 inches on center tosecure stretcher bars to end, corner, pull, and gate posts.

J. Gates:

1. Gates shall be of chain link fabric, single- leaf ordouble-leaf swing type as shown on the SubcontractDrawings and furnished complete with all hardware andaccessories as required. For this Subcontract, thesize of the gate shall be measured in terms of thelength and height of each leaf measured in feet.

2. Gate Frames: Frames shall be round pipe to matchposts in accordance with the following table:

Gate Size Nominal Pipe Size _Leaf Width

8 Feet or Less:Round 1-1/4 Inch Schedule 40

Leaf WidthOver 8 Feet:

Round 1-1/2 Inch Schedule 403. Fabrication of Gates: Assemble gate frames by welding

or with fittings and rivets for rigid cor.nections.When fittings are used as the construction method for

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gate frames, the f rames shall be fitted with 5/16-inchminimum diameter truss rods. The frames shall bezinc-coated after fabrication. When frames are notzinc-coated .after fabrication the welds shall beated with a zine rich paint. Use same fabric as ford fence. Install fabric with stretcher bars at vertical

edges, and tie wires at top and bottom edges. Attachstretcher bars to gate frame at t.o t more than 15inches on center. Attach hardware with rivets or byother means which will provide security againstremoval or breakage. Provide additional horizontaland vertical members to ensure proper gate operationand for attachment of fabric, hardware, and accesso-ries. Provide diagonal crossbracing consisting of3/4-inch diameter adjustable length truss rods ongates where necessary to provide frame rigidity with-out sag or twist. All gates shall be constructed sothat they may be operated by one person.

4. Gate Hardware: Provide the following hardware andaccessories for each gate:

a. Gate Hinges: Gate hinges shall be of adequatestrengen for the gate, and shall have largebearing surfaces for clamping or bolting in posi-tion. Hinge action shall be such that gates may,

be easily opened and closed by one person. Hingesshall provide for full 1800 swing of gate leaf.

b. Latch: Forked type or plunger-bar type to permitoperation from either side of gate. Provide pad-lock eye as integral part of latch. Lockingdevices shall be constructed so that the centerdrop rod or plunger bar cannot be raised whenlocked.

c. Keeper: Provide keeper, which automaticallyengages the gate leaf and holds ' it in the openposition until it is manually released, for eachgate leaf.

d. Double Gates: Provide gate stops for doublegates, consisting of mushroom type or flush platewith anchors. Set in concrete to engage thecenter drop rod or plunger bar. Provide lockingdevice and padlock eyes as an integral part of thelatch, requiring one padlock for locking both gateleaves.


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K. Accessories: Furnish all miscellaneous materials andaccessories, ties, clips, anchors and fastenings asrequired for a complete installation. Unless otherwisespecified, all ferrous items shall be hot dip zine-coatedwith an average weight of not less than 1.2 ounces of zincper square foot of coated surface area.

L. Galvanizing:'

l. Fence and gate framework, hardware and appurtenancesshall be hot dip galvanized per ASTM Al20, A123, orA153 as applicable.

2 Galvanizing of wire fabric shall be after weaving inaccordance with ASTM A392, immersions when tested inaccordance with ASTM A239,

2.2 FABRICATION

Chain link fencing shall be fabricated and pre-assembledby the manufacturer in the factory or shop as far as prac-ticable.

2.3 CONCRETE

Concrete: ASTM C94; 2500 psi at 28 days; normal Portlandcement conforming to ASTM C150; 3-inch slump; maximum1-inch size aggregates conforming to ASTM C33; and cleanwater.

PART 3 - EXECUTIOli

3.1 ItiSTALL ATI0tt

A. Installation of foncing shall be in accordance with theSubcontract Drawings, shop drawings, and the manufac-turer's detailed installation drawings, instructions, andrecommendations. All posts shall be plumb and rigid afterinstallation. Chain-link fabric shall be smooth and uni-formly stretched tight and straight. Tension wires shallbe pulled taut.

B. Chain-link fabric shall be extended to provide approx-imately 4 inches clearance to the surfaces of gradedepressions, drainage swales or ditches. The extendedfabric shall be the same piece of the fencing material or

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a piece of f abric securely attached or welded to adjacentfabric of the fencing. A stretcher bar shall be providedthrough the vertical height of the fence at the lowestpoint in the depression to stiffen the extended fabric.The stretcher bars shall be threaded through and attachedto the fabric by wire ties. At drainage ditches orswales, no line posts shall be installed within 5 f eet ofthe centerline of the drainage ditches or swales. Lineposts shall be spaced evenly from the centerline of theditch or swale.

C. Gates shall De installed plumb, level, and secure for fu.\1opening without interference. Install ground-set items inconcrete for anchorage as recommended by the fence manu-facturer. Adjust hardwara for smooth operation and lubri-cate. Gates shall operate smoothly and easily to minimizenoise.

D. At the locations shown for fence repair, the existingfence shall be stretched, posts replaced, fabric replaced,and other repairs made as required to bring it to aserviceable condition.

D. All posts shall be embedded into concrete except inter-mediate or line posts, which may be mechanically driven3'6' into the ground, as shown on the Subcontract Drawings.

E. Dimensions of drill holes for post footings and concreteembedment of the posts shall be as shown on the SubcontractDrawings.

F. Line posts shall be spaced at no more than 10-foot centers.

G. Corner posts shall be installed at all changes in direc-tion where the deflection angle exceeds 30 degrees.

3.2 CONCRETE PLACEMENT

Concrete shall be placed around posts in a continuouspour. Each post shall be checked for vertical and topalignment, and shall be held in position during placementand finishing operations.

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3.3 MAINTENANCE

The fence and gates constructed under the Subcontractshall be maintained by the Subcontractor through the termof the Subcontract.

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f Document No. 5025-RFL-S-01-00188-03Issued for Construction-Revision 1

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4.1 MEASUREMENT

A. Measurement for payment for furnishing and installingchain link fencing will be by the linear feet of fenceinstalled as shown on the Subcontract Documents. Mea-surements will be made along the top of the fence to thenearest foot.

B. Measurement for payment for repairing existing chain linkfence will be a lump sum for the entire length of fencerepaired.

C. Measurement for payment for furnishing and installing fol-lowing chain link gates will be by the number of eacn sizeand type of gate installed. For payment purposes eachgate leaf will be considered as a gate:

[1. 3-foot long x 6-foot high, Quantity: One

2. 15-foot long x 6-foot high, Quantity: Two

3. 20-foot long x 6-foot nigh, Quantity: Four]*

4.2 PAYMENT

A. Payment for furnishing and installing chain link fencingwill be by the unit price per linear foot quoted thereforin the Bid Schedule.

B. Payment for repairing existing chain link fcnce will be bythe lump sum quoted therefore in the aid Schedule.

C. Payment for furnishing and installing chain link gateswill be by the unit price per each type and size quotedtherefore in the Bid Schedule.

D. Separate payment w!11 not be made for clearing, stripping,tree removal, excavation, concrete or cement, maintenanceof fence and gates, and all such costs shall be consideredto be included in the prices quoted for the fence andgates.


* P.I.D. 06-S-03

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Document No. 5025-RFL-S-01-00188-03! Issued for Construction-Revision 1

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SECTION 02833

WOVEN WIRE FENCE

PART 1 - GENERAL

1.1 SCOPE

'

This Specification Section describes the requirements ft:;furnishing and installing rectangular woven wire fence asshown on the Subcontract Drawings and as specified in thir,Section.


Removal of fence and gates will be done by others.


A. The Publications listed below form a part of this Specifi-cation to the extent referenced. The Publications arereferred to in the text by the basic designation only:


A116-81 Specification for Zinc-Coated (Galvanized)Steel Woven Wire Fence Fabric

A121-86 Specification for Zinc-Coated (Galvanized)Steel Barbed Wire

C33-86 Specification for Concrete Aggregates

C94-86 Specification for Ready-Mixed Concrete

C150-85 Spacification for Portland Cement (Rev. A)

PART 2 - PRODUCTS

2.1 MATERIALS

A. Fencing shall include rectangular woven wire, posts,barbed wiec, and all appurtenances and accessoriesrequired for complete installation.


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B. Barbed wire shall conform to the requirements of ASTM'

i A121, and shall consist of three lines of double strandedi 12-1/2-gage diameter, Class 3 coating, galvanized wire ,

either 2-point or 4-point barbs spaced at 5-inch interva!.:. :

C. Rectangular woven wire shall be 12-1/2-gage galvanized"

steel wire conforming to the requirements of ASTM All6,; Class 3 coating. The height shall be 32 inches consisting t

; of eight horizontal wires with vertical stays| inches apart.

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spaced 6

a'

D. Line post shall be. tee, channel or U-bar shape, 1.33 lbs. !

; per foot. i

: E. Braces shall be 1-1/4-inch Schedule 40 steel pipe, orj steel angle section, 2 x 2 x 3/16 inenes.

! F. End, corner and pull posts shall be 2-inch Schedule 40] steel pipe, or steel angle section 2-1/2 x 2-1/2 x 1/4

|j inches>

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i G. Hardware for connecting members shall conform to commer- |1 cial standards. ;

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2.2 CONCRETE

: Con rete: ASTM C94; 2500 psi at 28 days; normal Portland !! cement conforming to ASTM C150; 3-inch slump; maximum () 1-inch size aggregates conforming to ASTM C33; and clean '

; water.

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j PART 3 - EXECUTIONr '

! |3.1 INSTALLATION/t

f A. General: Wire fence shall be constructed in accordance !

i with the details shown on the Subcontract Drawings unless !

) otherwise directed by the Cntractor.

B. Line posts shall be set plumb and to the depth and spacingshown on the Subcontract Drawings.

C. Fence wire shall be stretched by mechanical stretcher orother device designed for such use. The length betweenpull posts shall not exceed 660 feet for woven wire.

lDocument No. 5025-RFL-S-01-00189-02Issued for Construction-Revision 0

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3.2 CONCRETE PLACEMENT

Concrete shall be placed around posts in a continuouspour. Each post shall be checked for vertical and topalignment, and shall be held in position during placementand finishing operations.

3.3 MAINTENANCE

The fence constructed under the Subcontract shall bemaintained by the Subcontractor through the term of theSubcontract.


4.1 MEASUREMENT

Measurement for payment for furnishing and installingwoven wire fence will be by the linear feet of fenceinstalled as shown on the Subcontract Drawings. Mea-surements will be made along the top of the fence to thenearest foot.

4.2 PAYMENT

Payment for furnishing and installing woven wire fencewill be by the unit price per linear foot quoted thereforin the aid Schedule. Payment shall include full compensa- !

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tion for furnishing all labor, tools, equipment, and inci- |dentals, and for performing all work involved in con- I.

structing fences, including any clearing, stripping, treeremoval, excavation, concrete or cement, complete inplace, including maintenance and repairs, as shown on theSubcontract Drawings and as accepted by the Contractor.



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SECTION 02935

SEEDING

PART 1 - GENERAL

1.1 SCOPE

[This Specification Section covers seeding f or exposed cutand fill areas at the New Rifle and Old Rifle turnouts asindicated and for disturbed areas left inactive for 6months and longer.)*

1.2 WORK NOT INCLUDED;

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Seeding related to the restoration of embankments in thedewolition areas are not included in the Scope of Work ofthis Section.

1.3 MATERIAL STORAGE

A. Seeds shall be stored in sealed waterproof containers in a4

cool, dry location and shall be kept out of direct sun-light until ready for use.

'B. Fertilizer, if required, shall be delivered and stored inwaterproof containers which will show the chemical analy-

1 sis and name of manufacturer.

PART 2 - MATERIALS

2.1 SEED MIX,

A. The following seed mix shall be used for seeding of finalgrades except as specified in Paragraph B.2 below:

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Seeding RatePure Live Seed

{Seed Species (Pounds Per Acre)

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Shadscale 1.00Rincon Fourwing Saltbush 1.00-

Castle Valley Clover Saltbush 1.00[ Alkali Sacaton 0.25l Sand Dropseed 0.10 ;

Paloma Indian Ricegrass 3.00 !

Total U i

* P.I.D. 06-S-03)

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1 B. The seeding rates shown are for drill applied. These!- rates shall be increased by 100 percent if broadcasting ,

i method of application is used. Hydroseeding shall not be ;

4.

used.

j 2.2 ACCEPTANCE OF SEED'

Final acceptance of seed will be made by the Contractor !tj based on the following: Seed shall be furnished sepa-

rately or in mixture in standard sealed containers with ;

the following information provided by the seed vendor on |

each seed container label: (1) seed names (2) lot numbers |(3) not weights (4) percentages of purity and of germina-tion; (5) seed coverage, in acres, on a pure live seed i

.! basist and (6) percentage of maximum weed seed content j

clearly marked for each kind of seed. Seeds shall .be !! packaged by the vendor in even acre coverage containers. !

'j The subcontractor shall furnish the Contractor duplicate"

copies of a statement by the vendor, certifying that each,

lot of seed has been tested by a recognized laboratory for,,

| seed testing within 6 months of date of delivery. This -

statement shall includes (1) name and address of labora- !<

I tory, (2) date of test, (3) lot number for each kind of .

! seed, and (4) results of tests as to name, percentages of || purity and of germination, and percentage of weed content, '

| for each kind of seed furnished, and, in case of a mix- || ture, the proportions of each kind of seed.,

a ,

j 2.3 FERTILIZER '

||Fertilizer shall be a standard commercial grade and pro-

vide the minimum percentage of available nutrients speci-i fied. Fertilizer shall be furnished in new, clean, and! sealed containers with the name, weight, and guaranteed

analysis of contents clearly marked. A liquid form of ,

fertilizer containing the minimum percentage of available ;

nutrients may be used. i

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2.4 MULCR

Mulch shall consist of cereal straw. Cereal straw shallbe f rom grain crops that are free from all viable seed,mold, or other objectionable material. Mulch shall be in

I an air-dry condition and suitable for placing with mulch( blower equipment. Final acceptance of mulch will be by

the Contractor.

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[2.5 TOPSOIL

Topsoil for seeding of disturbed areas within the State ofColorado Highway Department rights-of-way shall conform toSection 207 of the Colorado Standard Specifications.]*

[2.6)* WATER

Water used in the planting or care of vegetation shall befree of oils, acids, alkalies, salts, or any substanceinjurious to plant life.

PART 3 - EXECUTION

3.1 PREPARATION

A. Timing:

1. Seeding: All final grades not covered by gravel orriprap shall be seeded as soon as practical aftertheir completion or as directed by the Contractor.Seeding materials shall not be applied during windyweather, when the ground is excessively wet or frozen,or when snow is present.

B. Grading and Seedbed Preparation: Before applying seed ina given area, any stockpiled topsoil and select fill shallbe put in place and the area shall be graded as shown onthe Drawings, with surfaces sloping gradually towardsdrainage courses, with no enclosed low spots where water

; can accumulate. Areas to be seeded that have been damagedI by erosion or other causes shall be restored prior to

seeding and then cultivated to provide a reasonably firmbut friable seedbed. A minimum of 6 inches of surfacesoil shall be in a loose condition at the time of ferti-lizer and seed application.

' C. Enrichment: Drainage ditches and final grades shall beI enriched by applying fertilizer to the surface of prepared

soil prior to the application of the seed and mulch.Nitrogen fertilizer shall be applied at the rate of 60pounds per acre, unless Subcontractor can demonstrate tothe Contractor that a different fertilizer six or a lesserrate of application is justified on the basis of labora-tory testing of the soil to be seeded.

* P.I.D. 06-S-03

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3.2 APPLICATION *

A. Seed shall be applied by a rangeland drill to a depth of0.5 to 0.75 inch. To the greatest extent possible, seed-ing shall be oriented along (parallel to) land contours.For slopes too steep to use a drill, a mechanical broad-caster may be used and the seed raked in.

B. Immediately f ollowing seeding and enrichment, mulch shallbe applied at a rate of 2 tons per acre to all areasseeded, and the mulch shall be crimped with a mulchcrimper.

3.3 CARE DURING CONSTRUCTION

The F Jbcontractor shall be responsible for protecting andcaring for areas seeded before final acceptance of thework. The Subcontractor shall repair any damage to seededareas caused by erosion or constructicn operations withoutadditional compensation.

3.4 PLANT ESTARLISHMENT

The Subcontractor shall be responsible for watering andcaring for seeded areas, as required, until adequatevegetative cover is established. Reseeding, if required,will be at no ad3itional cost to the Contractor.

fPART 4 - MEASUREMENT AND PAYMENT

4.1 MEASUREMENT 4

A. Measurement for payment for seeding will be by the acresof surfaces actually seeded and approved.

B. Separate measurement for payment will not be made for anyincidental work and services; e.g., loosening the surf ace, ,

applying fertilizer, mulching, watering, and erosionrepair related to seeding.

4.2 PAYMENT

Payment for seeding will be by the unit prics per acrequoted therefor in the Bid Senedule. The price quotedshall include full compensation for furnishing allmaterials, tools, equipment, incidentals, labor, and forperforming all work specified herein for complete work.


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Division 3Concrete

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SECTION 03000

CONCRETE WORK

PART 1 - GENERAL

1.1 SCOPE

(A. This Specification . Section covers concrete work requiredfor the following:

1. Construction of Decontamination Pads

2. Setting of Trashrack in Concrete Pipe

3. Miscellaneous Drainage Structures

4. Seiling Ends of Steel Casing Pipe Under the Railroad]*

1.2 RELATED WORK

A. Section 01300 - SubmittalsB. Section 02200 - Earthwork: Subgrade Preparation

(C. Section 02500 - Paving and Surfaci.ng: Aggregate Base

1.3 APPLICABLE PUBLICATIONSlA. The Publications listed below form a part of this Specifi- '

cation to the extent referenced. The Publications arereferred to in the text by the basic designation only:1. American Concrete Institute (ACI):

301-84 Specifications for Structural Concrete forBuildings

SP-66-80 ACI Detailing Manual


A615-86 Deformed and Plain Billet-Steel Bars forconcrete Reinforcement

* P.I.D. 06-S-03

Document No. 5025-RFL-S-01-00190-03/ Issued for Construction-Revision 1

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C94-86 Ready-Mixed Concretei

C171-69 Sheet Materials for Curing Concrete

! C309-81 Liquid Membrane-Forming Compounds forCuring Concrete

D1190-74 Concrete Joint Sealer, Hot-Poured ElasticType (R 1980)

1.4 QUALITY ASSURANCE

A. Work shall be performed in accordance with ACI 301.J

B. Materials shall be obtained from the same source through-out the completion of concrete work.

! 1.5 TESTS

i A. Three concrete test cylinders will be taken for every 50or less cubic yards of concrete placed each day.;

B. One additional test cylinder will be taken during coldI weather and be cured on site under same conditions as the

concrete it represents.<

| C. One slump test will be taken for each set of test cylin-dets taken. Additionally one slump test will be taken for

i each three truckloads of concrete used.

PART 2 - PRODUCTS,

2.1 CONCRETE MATERIALS

A. Concrete materials shall conform to ASTM C94, Type IIcement.

IB. Curing Materials:

1. Impervious Sheet Materials: ASTM C171, type optional,except polyethylene film, if used, shall be wniteopaque.

2. Membrane Forming Curing Compounds: Approved whitepigmented compounds conforming to ASTM C309.

(Document No. 5025-RFL-S-01-00190-03Issued for Construction-Revision 1

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2.2 JOINT FILLER

Poured filler for sealing concrete joints shall conform tothe requirements of AASHTO M173 (ASTM D1190).

2.3 REINFORCEMENT

A. Reinforcement bara shall be deformed, billet steel, con-forming to ASTM A615.

B. Tie wire shall be annealed steel, conforming to ASTM A82,minimum 16 gage.

C. Dowels shall be plain steel, uncoated finish, 40 kai yieldgrade conforming to ASTM A615.

D. Welded wire fabric shall conform to ASTM A185, sizes asshown on the Subcontract Drawings.

E. Reinforcement detailing and placement shall conform to ACISP-66 and ACI 318. Reinforcement shall be interrupted 2inches clear on each side of joints in slabs on grade andperimeter joints. Dowels and tie bars in slabs on gradeshall be installed at right angles to joints, accuratelyalined parallel to the finished surface, and rigidly held6 inches in compacted depth, unless otherwise approved inwriting by the Contractor. The spread material shall befree from segregation.

2.4 CONCRETE QUALITY

A. Proportioning of concrete mixes to meet the requirementsspecified below shall be the Subcontractor's responsibi-lity:

1. Compressive Strength: Compressive strength in 28 daysshall be 3,000 pai.

2. Entrained-Air Content: Entrained-air content ofexterior concrete shall be maintained at 5 to 7 per-cent by volume of concrete.

3. Slump: Slump shall be 2 to 3 inches.

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PART 3 - EXECUTION

3.1 EARTHWORK AND SUBGRADE PREPARATION

Earthwork and subgrade preparation shall be as specifiedin Section 02200.

3.2 BASE COURSE

A. The construction of the base course shall conform tc therequirements of specification Section 02500 except asmodified herein and as approved by the Contractor.

B. Placement: The base course shall have water added andshall be mixed and processed so as to produce a uniformblend of material before final placement. After proces-

f sing, the material shall be placed and spread on the pre-pared subgrade, in a uniform layer or layers not exceeding6 inches in compacted depth, unless otherwise approved in

{ writing by the Contractor. The spread material chall befree from segregation,

f 3.3 PLACING

A. Placement of concrete shall conform to ACI 301.f'B. Concrete shall be placed upon clean undistu r bed surfaces

|free from frost, ice, and water. Concrete shall be placed' on surf aces that are thoroughly moistened but not muddy..Concrete shall be protected from freezing. I|

3.4 CONSOLIDATION OF CONCRETE

A. Consolidation of concrete shall be with intwinal concretevibrators supplemented by handspading, rodding, and tamp-ing. Vibrating equipment shall be adequate to thoroughlyconsolidate the concrete.

|B. Concrete shall be compacted, screeded to grade, and pre-

pared for the specified finish.

3.5 JOINTS

Dummy groove joints shall be formed or sawn and shall befilled with a joint sealer. The joints shall be true to

I\


Concrete Work 4220SRFL-PH-I 03000 - 4 080988

0

line, 1/4 inch wide, and of depth equal to approximately1/4 of the slab thickness. Joints shall be sawed orformed by inserting fiberboard strips of the requiraddimensions after placing concrete.

.

3.6 FINISHES

A. Concrete' shall be finished to a true plane with nodeviation exceeding 1/4 inch when tested with a 10-footstraightedge. Surfaces shall be pitched to drains.

f Surfaces shall be- screeded and wood floated to therequired finish level with no coarse aggregate visible.

3.7 CURING

Curing shall start as soon as free water has disappearedfrom concrete surfaces after placing and finishing.Curing materials shall be applied and maintained so as toprotect the concrete from moisture loss for 7 days.Curing shall be accomplished by impervious sheet or men-brane-forming curing compound. Concrete surfaces shall bethoroughly wetted before covering with impervious-sheetmaterials, Membrane-forming curing compound shall beapplied with mechanical spraying equipment at a coverageof not more than 300 square feet per gallon. Surfacesdamaged during curing shall be resprayed.

[PART 4 - MEASUREMENT AND PAYMENT

4.1 MEASUREMENT

Separate measurement for payment will not be made for workrequired under this section.

4.2 PAYMENTI

Separate payment will not be made for work required underthis Section. All costs in connection therewith will beconsidered to be incidental to the applicable relateditema of work to which they pertain.]*


* P.I.D. 06-S-03


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I. THE PROFILE INCLUDING WLET AND OUTLET ELEY. OFTHE EXISTING 30 - WCH CMP, AS SHOWN, ARE APPROXIMATE.

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QTituCTION R FL *PS *10 -06 09 ACCESS CONTROL & ST AGrNG AAE ASWtNO 2' . 0 Le2:O ( SME E T ( CF S 1% EXTENT OF4 EXC Ae AT ON

FCA Ct9TH*EGATE C.8FAO:P.G CR E AT ER T RAN 5'- 0

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L THE I TO I CUT SLOPE FRC4d THE GROUND SURFACE TO THE 80TTOWOF EXCAva:T 10'A la DETER: WINED ST THE LIMIT OF E XC AVATIONLINE ST PROJECTING THE tlH) TO f(V) FILL SLOPE TO THECONTAMINAtl0N LIMIT THAT WEETS EPA STANDARDS.

2. HEIGHT OF TRIANGUL AR FILL ON BOTH SiOES OF ROAD SHALLBE APPROXIWATELT 2 TO 2.7 PEET EXCEPT IN AREAS WHEREA DDITION A L FALL 18 REQUIRED FOR ORAINACE PURPOSES(SEE NOTE S ALS0).

S. FtNAL GRADE ON THE NORTNSIDE SMALL BE BACKFILLEO70 A WINiWUW EL.OF S$$2 8ET WEEN STATIONS 0 4 20AND 2 4 00& TO THE. ROAD SHOULDER ELEVATION DETWEENSTATIONS 2 4 00 AND $ $ So,

4. THE SHAC,EO ARTA SHALL SE EXCAVATED TO DEPTHS THAT WEETEP A STANDARDS. THE ARE A SHALL BE BACEMLLED AND PAVEDWITH GRAVEL. SURFACING ANO SUS 8ASE TO ELEVAfl0NS AS NOTEDN NOTE 2 AND GR ADED TO PR0vot POSIT'"E CAAINAGE.

S. COWWf GR004T J0WTS SHALL BE FORMED CR SAwtD.'

I 4. CONSTRUCTON .lONTS IF REQUtFrED SHALL BE LOCATED AT TR ANS*VERSE DUWWT GROOVE JotNTS ONLT.00*EL SARS SHALL SELUDRICATED BEFORE RESUWPTION CF PAY 1NG.%#

7. A WINiMU84 SHCULDER MOTH CF 4' SHALL BC PROVtDED ANOWAINTAINEO BCTwCEN THE HCHwAT FAVEWENT EDGE AND CUTSLOFT.

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[F WISCELL ANECUS FACIUTIES SMALL BE DEWOLt3MEO BY THE-' ;/. SUSCONTAACTOR.

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3. ALL EXCAVATONS AND CAVITIES RESULT 18#0 PROW THE DEWCLITION/,dy . "' -*M' AND GR ADED TO MEET EXISTING GROUNO $U < FACE UNLESS OTMsR

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