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HomeMy WebLinkAboutApplication - PermitI Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co . 81601 Office:970-945-8212 Fax: 970-384-3470 Inspection Line: 970 -384-5003 Building Permit No. Parcel No: 2171-343-00-022 Locality: Job Address : 3555 CR 215 , Parachute Use of Building: interior finish of~~n existing pre-eng steel building for office --------------~~--~~~~----~~---------- Owner: Williams Production RMT Co . Contractor: Owner Fees: Plan Check: $ 2,552.71 Septic : Bldg Permit: $ 3,927.25 Other Fees: Total Fees: $ 6,479.96 Clerk: ~fuf\(f Date: \ \-03-0 ~ I 2 3 4 5 6 7 8 GARFIE LD COUNTY BU ILD I NG PERMIT APPLICATION 108 8'h Street, S uite 40 I, Glenwood Springs, Co 8 160 I Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garficld-county.com Parcel No: {this informati on is available at the assessors office 970-945-9134) 2171-343-00-022 Job Address: (if an address has not been assigned, p leas e provide Cr, Hwy or Street Nam e & C ity) or and legal description 3555 County Road 215 Parachute, CO 81635 Lot No: Bloc k No: Subd./ Exemption: Owner: (properd owner) Mail it~ Address: Ph: Williams Pro uction RMT Co. 1058 R 215 Parachute , CO 81635 970-623-8930 Contractor: Maili~ Address: Ph : Williams Production RM T CO . 1058 R 215 Parachute; CO 81635 970 -623-8930 Architect I Engineer: Mailing Address: Ph: JohnsonCarter Arch itects 136 E. 3rd St. Rifle , CO 81650 970-625-0580 Sq. Ft. of Bu il ding: 12,500 Sq. Ft. or Acre s of Lot: 66.49 Ac res He~ht: 13'-" Usc of Bui lding: Office Building AltPh; Aft Ph: A ltPh: No. of Floors: 1 9 Describe Work: . Interior fini sh of an existin g pre-engineered steel bui ldin g ~t_Oontact Phil Va ugha n ~70-625-5350 for permi!J)ick up) 10 C la ss of Work: o New El Alteration 0 Additi on II Garage: Septic: o Attached 0 Detac hed l':l ISDS o Community 12 Driveway Permit: Ow ners va lu ati on of Work: $ ' 937 ,500.00 NOTICE Authority. This application for a Building Permit mu st be signed by th e Owner of the property, described above. or an aut horized agen t. If the signature be low is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with thi s Application. Legal Access. A Buil ding Penni! connot be issued without proof of legal ond adequate access to th e property for purposes of inspections by the Buil din g Depa rtment. Other Permits. Multiple separate permits may be required: (I) State El ec tri ca l Pcnnit, (2) County ISDS Permit, (3) another pennit required for use on th e property id entifi ed above. e.g. Stat e or County Hi ghway/ Rood Access or a State Wastewate r Di scharge Permi t. Void Permit. A Building Pennit beco mes null an d void if th e work authorized is not commenced within 180 days o f the date of iss uance and if work is suspended or abandoned for a period of 180 day s after commencement. CERTIFICATION I he reby certi fy that I ha ve rea d th is App li ca ti on and th at th e infonnati on co nta ined above is true and correc t. l understand that the Building Department accepts the Application, along "ith th e plan s and specifi cations and other data submitted by me or on my behalf (s ubmillals), based upon my certification as to accuracy. Assumin g co mplet eness of the submillals and approval of this Application. a Building Pem1it wi ll be issued granting pcnnission to me, as 0\\1\er. to construct the st ru cture(s) and fac ilities detailed on th e sub mittals reviewed by th e Building Department. In consideration of th e issuanc e of the Building Permit,! agree that! and my agents will compl y with provisions ofony federal, state or local law regul at ing the work and the Garfield County Build ing Code, !SDS regulati ons and applicab le land use regulations (County Rcgnlation(s)). I acknowled ge that the Building Pem1it may be suspended or re vo ked, upon noti ce from the County , if the location. constructi on or use of th e strucntre(s) and fa ci lity(ies), described above , are not in co mpliance with Cou nty Regul atio n(s) or any other appl icable law. I he reby gra nt penni ss ion to the Building Departm ent to ent er th e property, described above, to inspect the \vo rk . l furth er acknowledge that the issuance of the Building Penni! does not prevent the Bui lding Officia l from: (I) requiring the correction of errors in the s ubminals, if any. discovered after issuance; or (2) stop ping constru cti on or use oft he stmcmre(s) or facility(ics) if such is in violation of Cou nty Rcgulation(s) or any other appli cabl e law. Revi ew of this Application , including submittals, and in spections oft he work by th e Building Departme nt do not const ihlte an acceptance of responsibility or liabi lity by th e Cou~ty of errors, omissions or discrepancies. As the Own er, l acknowledge that res ponsibi lity for comp liance wi th federal, state and lotallaws and Cou nty Regulations rest with me and my authorized age nts, including wi thout limitation my archi tect designer, eng in eer and/ or builder. l HEREBY ACKNOWLEDGE THAT I HAVE REA D AND UNDERSTAND TH E NOTICE & CERTIFICATION ABOV E: ~~~ ~~~~ -~~\~ ~\~\\)~ OWNERS SIGNATURE 'DATt' STAFF USE ONLY Special Conditions: Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: &41J:i Z5, eo :2£52 ·1 ~ ~C(;f2 7 ~ ~~-- TSDS e: Total Fees: ~1$4) ~~7/. Setbacks: The following items are required by Garfield County for a final Inspection: I) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessmy plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. ~0-~~~--~C<J~~ OWNERS SIGNATURE Bapplicationdccember2007 VALUATION FEE DETERMINATION Applicant Add ress Date Williams Subdivision ---------------------------..:.3~55;;...;5;....C~o;;...;u;;...;n""ty;....R:..;,.d;;..:.'..::2..:..l5;;__ ___________ Lot/Block I 0 .29 .08 Contractor --------------------------- F inis hed (Livable Area): Main Up per Lower Other Tota l Basement: Unfini shed Square Feet Valu at ion Conv ersion of Unfin ished to Fini shed Total Valuation Garage: Carport : Total Va luation Craw l Space Total Valuation Decks/ Patios Total Covered Open Va luation Type of Construction : Occupancy: 81.6 -29.99 Valu ati on Total Va lu ation sq.ft sq .ft sq .ft sq .ft X $74.68 0 sq .ft Commercial sq.ft X $41 .00 sq .ft X $33.68 sq .ftX $18.00 sq.ft X $12.00 sq.ftX $9.00 sq .ft X $24.00 sq .ft X $12.00 12500 sf X $51.6 1 sf X sf X sf X s f X sf X Vaughan 0.00 0.00 0.00 0.00 0.00 645,125.00 645,125.00 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction {If your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, !PC, IMC, IFGC, and IFC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: I. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the propos,ed structure located within the envelope. Yes._../.:..__ __ 2. Does the site plan when applicable include the location of the l.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject prope1ty and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes .J Not necessary for this project __ _ 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes--J---- 4. Is the J.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Regis~rd Engineer? Yes Not necessary for this project __ _ 2 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only']', "For permit issuance only" or similar language? Yes ~ Not necessary for this project.~~- 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the building code or per stamped engineered design? Yes~-Not necessary for this project__d___"_ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes~-Not necessary for this projectL 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and ,earth? Yes~-Not necessary for project_J __ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? J Yes~-Not necessary for this project __ 10. Do the plans include design loads as required under the IBC or IRC for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County)) Yes~_ Not necessary for this project__,J__ II. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes Not necessmy for this project J ~--- 12. Does the !Jlan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes_v~-Not necessa1y for this project __ 13. Is the wind speed and exposure design included in the plan? Yes~-Not necessary for this project.}___ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? YesJ_:_ Not necessa1y for this project __ 3 15. Does the building section drawing or other detail include the method of positive connection of all columns andbeams? L Yes __ Not necessary for this project 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Che~k applicable zone district for building height maximum) Yes../ __ Not necessmy for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes __ Not necessary for this projectJ__ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? J Yes __ Not necessaty for this project __ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the ;equirements of the IBC or IRC? Yes __ Not necessary for this projeot/ __ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilatjon for all habitable rooms? Yes_.../_ Not necessary for this project __ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface nmmally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glaz' for these areas? Yes Not necessary for this project __ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes"L No ____ Not necessary for this project __ _ 4 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes _J___ Not necessary for this project __ _ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? J Yes __ Not necessary for this project __ 25. Is the location of all natural and liquid petroleum gas fumaces, boilers and water heaters indicated on the plan?) Yes __ Not necessary for this project __ 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both svxes are employed, facilities for both sexes? Yes_v __ Not necessary for this project __ 27. Do the ~ns indicate that restrooms and access to the building are handicapped accessible? Yes __ Not necessary for this project __ 28. Have twopl complete sets of construction drawings been submitted with the application? Yes-.../ 29. Have you designed or had this plan designed while considering building and other construction code requirpments? Yesro/ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the G'Jfield County Building Department? Yes 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For come:Jots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes 32. Do you understand that approval for design and/or construction changes are required prior to the imple1pentation of these changes? Yes J 5 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "RoaJmpact" fees required, at the time you pick up your building permit? Yes 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a fi~ inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an ~rnt and that the party responsible for the project must comply with the Uniform Codes? Ye 36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 ~· and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $5J re-inspection fee? Ye 38. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; a County Road and Bridge penni!; a Colorado Dept. of Highway Permit including a Notice to Proceed; a penni! from the federal govennnent or any combination. You can contact the Road & Bridge Department at 625-860 l. See Phone book for other agencies Yes.}__ 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to p~1orm installations and hookups? The license number will be required at time of inspection. Yes 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcell Schedule Number for the lot you are applying for this pe1mit on prior to submittal of the building per;:/ application? Your attention in this is appreciated. Ye 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? J Yes __ (Please check with the building department about this requirement) 6 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issua'e of a building permit that you will be required to obtain a grading pe1mit? Yes__ Not necessary for this project __ 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the IBC to prepare the plans and spec:Jations for the project. Yes__ Not Necessary for this project _____ _ I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. _________ (evenings) Project Name: \'J ~\ \,,,_""l \:;Gv~\\:r'.S Gr?Jsr Project Address: '""'J '(r-~ C-\'1,~~ A\\ ~ .... o:--!~1 0\Jcl' \ ~n Note: On any of these questions you may be required to provide this information. If required information is not supplied, delays in issuing the pe1mit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determine.d by the Building Official that the information is necessary to review the application and plans to detennine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required infmmation has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. BpcommDec2007 7 Septe mb er I l), 2008 Mr. f-red .Iannan [) i rcc I or (jar li c ld Cnun ty l3ui !din g and Plannin g lkpartnH:n l I OS 8111 S t n:~.:t , -1 111 1:1oor ()Jcnw oo d S pr ings , CO~ I (>0 I Dea r Mr . .Iann an, EXPU>RATIO N & I'ROO UCI10N li1wcr 3. Su ir e I 000 15 I 5 Arapahoe Street Dem·cr, CO 8020l :10:1/572-39()() ~o.3/G2'J -M255 fax Ry thi s lc!lcr William s Pr odu ction RMT Co. aut!10ri 7..cs Phil Va ughan Co nstru ction Management, Inc . to repr ese nt us in any and all matt ers rela ted to building permit and se ptic sys tem app lica ti ons for the project know n as th e William s Operat ions Cente r located at :;555 Co unt y Road 2 I 5 Pa rac hu te, co· 8 I 635. This in clud es th e preparatio n a nd submi ss ion of doc um ent s associa ted with the se appli ca ti ons and rcp res entat ion o f th ese app I ica t io ns before th e appl icablc appoi nt cd and elected boards . Si ncen:ly. A hln Dc lp Wil lian 1s Pro d uct io n RMT Co . . 1111m IIIIIIIIIIIII.IIIIIIIIRii 1111111111111111 61117!9 12/2212814 12:11P .818!111 P93 II II SOORf . 1 of 1 R 0 .118 D 8.118 GARFIELD COIIrTY . CO SPECIAL USE PERMIT American Soda LLP In accordance with and pursuant to the provisions ofth~ Garfield Coimty Zoning Resolution of 1979, as amended, and Resolution No. 2004-1 28 of the Board of County Commissioners of Garfield County, State of Colorado, hereby authorizes, by Special Use Penilit, the following activity: Industrial Processing Facility · on the tract ofland described Resolution No. 2004-and in Garfield County, Colorado: The within Special Use Penni! is issued subject to the conditions set forth in the above-mentioned resolution, and shall be valid only during compliance with such conditions and other applicable provisions of the Garfield Comtty Zoning Resolution, Subdivision Regulations, Building Code, and other regulations of the Board of County Commissioners of Garfield County; Colorado. BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY, COLORADO /2.. ZD .ot Date 1111111 Hllllllllllllllllllllllllllllllllllllllllllllll 665758 12/22/2004 12:15P 81850 PBS "ALSDORF 1 of !5 R 0.00 D 0.00 GARFIELD COUNTY CO STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County,. Colorado, held in the Commissioners'Meeting Room, Garfield County Plaza Building, in Glenwood Springs on Monday, the 20th day of December, 2004, there were present: -:J,ohn,_"M':'a!!Jrt:oin._ ______________ ~, Conunissioner Chairman ..!LbdBl!Y!!.!..l:..M:ruecC.,o~wn=--------------• Conunissioner ='TC!.r,.,es':':j"'H':'o"'u~pt'---------------~· Conunissioner .,D"'o,.,nuD.,e.,..F.,o..,rd._ ______________ ~, County Attorney "Niuil~d~roo~A~l~sd~o!!Jrr~--------------•ClerkoftheBoard ~E~d~Qr~e~en._ _____________________ ,CountyManager when the following proce00ings, among others were had and done, to-wit: RESOLUTION NO. 2004-128 A RESOLUTION CONCERNED Wrrn THE APPROVAL OF A SPECIAL USE PERMIT APPLICATION FOR THE OPERATION OF AN INDUSTRIAL PROCESSING FACILTIY FOR AMERICAN SODA LLP AND THE AMENDMENT OF RESOLUTION NO. 99-055. WHEREAS, the Board of Cotmty Commissioners of Garfield County, Colorado, has received application from American Soda LLP. concernoo with a Special Use Permit to allow for an fndustrial' Processing·Facility; WHEREAS, the Board held a public hearing on the 17"' day of August, 2004, upon the question of whether the ahov.,.describoo Special Use Permit should be grantoo or denied, at which hearing the public and interested pers<ins were given the opportunity to express their opinions regarding the issuance of said Special Use Pennit; and WHEREAS, the Board on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determination of fact: !. That proper publication and public notice were provided as required by law for the hearing before the Board of County Commissioners. 2. That the hearing before the Board of County Commissioners was extensive and complete, ·- lllllllllllllllllllllllllllllllllllllllllllllllllllllll 66S7~8 12/22/2804 12:15P 81650 P89 n ALSDORF 2 of 5 R 0.00 0 0.00 GARFIELD COUNTY CO that all pertinent facts, mattm and issues were submitted and that all interested parties were heard at that hearing. 3. That the application is in compliance with the Garfield County Zoning Resolution of1978, as amended. 4. For the above stated and other reasons, the proposed use is in the best interest of the health, safety, morals, convenience, order, prosperity and welfure of the citizens of Garfield County. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissionm of Garfield County, Colorado, that the Special Use Permit be and hereby is approved to allow an Industrial Processing Facility, upon the following specific conditions: I. All proposals of the applicant and representations made at the hearing shall be considered conditions of approval unless stated otherwise by the Board of County Commissioners. 2. All conditions of approval contained in Resolution No. 99-055 shall be considered conditions of approval for this application. Those conditions being: I. That all representations of the applicant, either within the application or stated at the meeting before the Planning Commission, shall be considered conditions of approval. 2. As used herein the term "applicant" shall apply to and bind any person, corporation, association or other entity of whatever nature which assumes ownmhip, responsibility or control over the proposed facility or any part thereof. 3. That the operation of the facility be done in accordance with any federal, state orlocal regulations governing the operation of this type of facility. 4. That the applicant provide the following plans prior to issuance of a building permit: a. A detailed drainage plan for the site including, including the I 00 year floodway b. ~o~C:U~ landscaping and weed mitigation plan, highlighting existing areas of noxious weed infestation and a plan for weed management at the site. c. A detailed lighting plan showing generally the type, number and location of on site exterior lighting. d. A detaikd parlang lot and internal cir~ulation flow plan identifying automobile and truck traffic circulation, access, egress, loading and parking. e. A detailed siguage plan outlining attached, detached or off-premise siguage. 1111111111111111111111111!111111!1111111111111111111111 665758 12/22/2004 12:15P 81650 P90.~ ALSDORF 3 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO f. A detailed transportation study and plan outlining the estimated impacts to Coun Road 215. g. A detailed noise study and plan outlining the estimated impacts to adjoining property owners. h. A detailed screerring plan outlining the anticipated storage and operations screening or benning as may be required in accordance with the special use perm supplemental regulations. · 5. That the applicant provide a road bond covering other road deterioration or mitigation o impacts to County Road 215 as may be created by the applicant's activities or as require by the Road and Bridge Department 6. The County shall retain, at AmeriCan Sodas expense, an independent engineer for plan check and an independent building inspector also determined by the County. 7. The applicant shall obtain all necessary building pennits as required by Garfield County and shall compensate the County for any and all extraordinary costs associated with the issuance of the special use penni!. 8. Prior to mobilization and! or construction, the applicant shall obtain approval of all proposed crossings of County Roads from the Garfield County Road and Bridge Department including appropriate notification of the public as may be necessary for road closures or other activities as required. 9. Prior to mobilization and/or construction, the applicant or the applicant's contractor(s) shall obtain overweight vehicle pennits from the Garfield County Road and Bridge Department l 0. The applicant shall obtain all licenses as may be required for vehicles used by the applicant and the applicant's contractor(s) from the Garfield County Clerk and Recorder. 11. The applicant shall re-submit for re-issuance of a special use permit to allow the industrial use as proposed in the Accelerated Action Plan. 12. The applicant shall paint all structures in accordance with the application as submitted prior to occupancy. 13. The applicant shall provide to the County an Emergency Preparedness Plan Draft prior to occupancy. Annual updates detailing compliance and readiness shall be provided annually from the date of issuance of the special use penni! to the County. 14. The applicant shall obtain approval and provide to the County all permits listed on Page 32 of the Staff Report within thirty (30) days of the date indicated. Extensions to these lllllllllllllllllllllllllllllllllllllllllllllllllllllll 665758 12/22/2004 12r15P B16!50 P91 " ALSDORF 4 of 5 R 0.06 D 0.00 GARFIELD COUNTY CO deadlines may be granted at the discretion of the Board of County Commissioners without further public hearing. 15. Upon issuance of the special use permit the following, previously adopted Resolutions approving special use permits as apply to the I ,000 acre parcel described in this application, shall be repealed: a. Resolution #81-11 b. Resolution #81-1 00 3. Resolution #82-186 16. The applicant shall provide to the County, closure reports for the following Correction ·Action Plans for remediation: a. Active Basin; Final Clean Closure Plan Report for the Active and Inactive Basins, Parachute Creek Shale Oil Facility (fiLA, 1996a) b. Inactive Basin; Final Clean Closure Plan Report for the Active and Inactive Basins, Parachute Creek Shale Oil Facility (fiLA, 1996a) 3. Temporary Basin No.!; Final Clean Closure Plan Report for the Temporary Basin Nos. l and 2, Parachute Creek Shale Oil Facility (fiLA, 1998b ) . c. API Separator; Phase I Closure and Engineering Evaluation Report, I Active and Inactive Basins Closure Project (fiLA, 1996b) d. Plant Effluent Lift. Station; Phase I Closure and Engineering Evaluation Report, Active and Ina_ctive Basins Closure Project (fiLA, 1996b ) e. Underground Storage Tank-Maintenance Building; Environmental Site Assessment and Underground Storage "rank Closure Report (Chen Northern, 1993) f. Upgrade Facility-Parachute Creek Shale Oil Factlity (fiLA No.416502) 17. American Soda shall assume all liability and responsibility for the Oily Water Sewer remediatio!l ~s identified in fiLA No.41.6502 and make suostantial progress of monitoring and remedtatwn 18. The applicant shall provide to the County a Site Rehabilitation Plan detailing basin closur~s I!Od all requrred remediation to the satisfaction of the Board of County Comrmsswncrs pnor to occupancy. · . 19. The applicant shall meet all requirements of Section 5. 08, Fiscal Mitigation Program, of the Garfield County Zoning Resolution of 1978, as may be required during the construction or operation of the facility. · Dated this 20thday of_~D~e~c:!!e:!!m!!:h~e:tr'---'' A.D. 2004 ATIEST: 1111111111111111111111111111111111111111111111111111111 66!5758 12/22/2004 12: 1!51' 816!50 1'92 " ALSDORF 5 of 5 R 0.00 D 0.00 GARFIELD COUNTY CO GARBELD COUNTY BOARD OF COMMISSIONERS, GARFIELD COUN1Y, COLORADO Upon motion duly made and seconded the foregoing Resolution John Mar:in Larry McCown Tr!sj Houpt STATE OF COLORADO ) )ss County of Garfield ) I, , County Cieri<: and ex-officio Cieri<: of the Board of County Commissioners in and for the County and State aforesaid do hereby certify that the aruiexed and fonegoing Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for. said Garfield County, now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at Glenwood Springs, this __ day of A.D. 2004 County Clerk and ex-officio Clerk of the Board of County Commissioners Page I of 5 Andy Schwaller From: Philip Vaughan [pvcm@hughes.net] Sent: Saturday, June 17, 2006 12:02 PM To: Steve Brady; Rob Rowlands; 'Hill, Jacque' Cc: Fred Jarman Subject: RE: Proposed Williams Office Building on Solvay Property Team, I had a good telephone conversation with Fred Jarman-Assistant Garfield County Planner on Thursday, 6/15/06 at 3:30p.m. Fred agreed with all of the conclusions noted below in my email to him. Fred agreed that it appears that our proposed use is consistent with the existing use of the Training Center building. Additionally, we are not increasing the square footage of the building. Please let me know if I can be of further assistance. I can be of assistance with Rob Rowlands in regards to site, access, septic system issues and any other building, construction or land planning related issues that you see fit. My recommendation is to move forward with the architectural drawings for the remodel of the Training Center. Thanks and please contact me with questions. Sincerely, Phil Vaughan Phil Vaughan Construction Management, Inc. 1038 County Road 323 Rifle, CO 81650 970-625-5350 From: Philip Vaughan [mailto:pvcm@hughes.net) Sent: Wednesday, June 14, 2006 11:49 AM To: Steve Brady (steve.brady@williams.com); Rob Rowlands Subject: FW: Proposed Williams Office Building on Solvay Property Steve and Rob, I will be speaking with Fred Jarman on Thursday, 6/15/06 at 3:30p.m. regarding my analysis. I will update you after my meeting. Sincerely, Phil Vaughan Phil Vaughan Construction Management, Inc. 1038 County Road 323 Rifle, CO 81650 970-625-5350 -··· ' .. ,,,,,,,,,,,,,,, .........•. ,,._.,,,_ ... ,, . '' . ,,,,,,,,,,, , .. ' ' .. "' From: Fred Jarman [mailto:fredjarman@garfield-county.com] 10/29/2008 Sent: Wednesday, June 14, 2006 11:41 AM To: pvcm@hughes.net Subject: RE: Proposed Williams Office Building on Solvay Property No problem. I'll be here. From: Philip Vaughan [mailto:pvcm@hughes.net] Sent: Wednesday, June 14, 2006 9:45AM To: Fred Jarman Subject: RE: Proposed Williams Office Building on Solvay Property Fred, Would you have time to speak via phone on Thursday, 6/15/06 at 3:30p.m.? Thanks, Phil Vaughan Phil Vaughan Construction Management, Inc. 1038 County Road 323 Rifle, CO 81650 970-625-5350 From: Fred Jarman [mailto:fredjarman@garfield-county.com] Sent: Wednesday, June 14, 2006 7:52AM To: pvcm@hughes.net Subject: RE: Proposed Williams Office Building on Solvay Property Yes Phil, how about Thursday in the PM? From: Philip Vaughan [mailto:pvcm@hughes.net] Sent: Wednesday, June 14, 2006 7:05AM To: Fred Jarman Cc: Steve Brady; 'Rob Rowlands'; 'Aivillar, Susan' Subject: RE: Proposed Williams Office Building on Solvay Property Fred, I know that you are busy with the many projects and applications that you have at hand. Page 2 of5 Would it be helpful to set a time that I could come into your office, or via phone call, that we could discuss the analysis that I sent you last Friday? Thanks again for your assistance. Sincerely, Phil Vaughan Phil Vaughan Construction Management, Inc. I 03 8 County Road 323 Rifle, CO 81650 970-625-5350 From: Philip Vaughan [mailto:pvcm@hughes.net] 10/29/2008 Page 3 of 5 Sent: Friday, June 09, 2006 12:26 PM To: 'Fred Jarman' Cc: Steve Brady (steve.brady@williams.com); 'Rob Rowlands'; 'Aivillar, Susan' Subject: PN: Proposed Williams Office Building on Solvay Property Fred, Thank you for providing the American Soda materials so that I could review them in your office on Monday, 6/5/06. The entire 1999 American Soda special use permit application was not in the files within your office, but I did find certain documents. After review of the documents I have confirmed the following assertions: 1. Garfield County Resolution 99-055 approves American Soda LLP to operate an industrial processing facility and repeals resolutions #81-11, #81-1 00 and #82-186. A. This 1999 American Soda special use permit had the attached map noting the site plan including the "Training Building" at the Northwest corner of the property. This document is attached in .pdf format as "1999SUPApplicationSitePian". B. This 1999 American Soda special use permit had the attached maps "Signage Plan" and "Noise Impact Plan" including the "Training Building" at approximately grid lines N 5500, E20000. This document is attached in .pdf format as "1999SUPApplicationSignagePian-NoiselmpactPian". 2. Garfield County Resolution 2004-128 approves American Soda LLP to operate an industrial processing facility, again repeals resolutions #81-11, #81-100 and #82-186, and approves amending resolution 99-055 in regards to a number of items, but primarily a change in the source of the soda from pipeline to trucking and rail into the plant. Conclusions: A. This 2004-128 American Soda special use permit had the attached map the site plan including the "Training Building" at the Northwest corner of the property. This document is attached in .pdf format as "2004SUPApplicationSitePian". 1. The "Training Building" was constructed in the early 1980's by Union Oil Company of California and was approved as part of their "Upgrade Facilities" in the Garfield County resolutions from 1981 and 1982. 2. The "Training Building" was utilized in the 1980's as offices, training areas and warehousing. Susan Alvillar, Community Affairs Representative for Williams Production RMT Co., was employed by Union Oil Company in the 80's and 90's and indicated the following in a conversation with her around 5/25/06: Supplies were kept in the Training Building for site tours and there was a video area. Susan noted that a portion of this building was used for storage of critical files and had a form of "Halon" fire suppression system installed. Susan also noted that there were restrooms near the North entry and another pair of restrooms near the Southwest corner of the building. 3. The 1999 and 2004 special use permits issued to American Soda show the "Training Building" in plans attached to each with full knowledge and anticipation that the "Training Building" would continue to be utilized. 4. Garfield County resolutions 99-055 and 2004-128 both noted in condition number 2 the following: "As used herein, the term "applicant" shall apply to and bind any person, corporation, association or other entity of whatever nature which assumes ownership, responsibility or control over the proposed facility or any part thereof'. This condition clearly anticipates the ability for change in ownership or leasing of a part or all of the American Soda facility to others with the full understanding that the Special Use Permit applies to all who utilize the property. 10/29/2008 Page 4 of5 5. There are no conditions within Garfield County resolutions 99-055 or 2004-128 that preclude American Soda from leasing the facility, property or buildings to other entities. This is apparent in the fact that EnCana Oil & Gas (USA), Inc. is leasing the Administrative and Laboratory building from American Soda. It is my understanding that EnCana applied for and received a building permit to remodel the Administrative and Laboratory building approximately 1.5 years ago and were not required by Garfield County to submit a new Special Use Permit application for American Soda. I will be recommending that Williams Production RMT Co. move forward with the preparation of drawings and specifications for the remodel of the existing "Training Building" for submittal to Garfield County for a building permit. At this time, I am not anticipating that American Soda/Williams Production RMT Co. will need to submit a new Special Use Permit application for the remodel of the "Training Building" for the reasons stated above. We will not be increasing the size of the "Training Building", we only plan to remodel. Fred, please let me know of your thoughts regarding this analysis and thanks again for taking time to review these items. My hope is that our review at this stage will get everyone on the same page. Sincerely, Phil Vaughan Phil Vaughan Construction Management, Inc. 1038 County Road 323 Rifle, CO 81650 970-625-5350 From: Philip Vaughan [mailto:pvcm@hughes.net] Sent: Thursday, May 18, 2006 7:03PM To: Fred Jarman Cc: Steve Brady (steve.brady@williams.com); Rob Rowlands Subject: Proposed Williams Office Building on Solvay Property Fred Jarman Garfield County Planning Department, As per our discussion this afternoon, I have attached the SUP documents for American Soda and a picture of the building from County Road #215 facing South towards the building. I believe that the historical use of the building by Unocal and American Soda will comply with a continued use of offices and warehouse by Williams Production RMT Co. I will be on my cell phone tomorrow at 970-379-0428 and will have materials with me for discussion. Thanks again for your assistance. Sincerely, Phil Vaughan 10/29/2008 Phil Vaughan Construction Management, Inc. 103 8 County Road 323 Rifle, CO 81650 970-625-5350 Internal Virus Database is out-of-date. Checked by A VG. Version: 7.5.524 I Virus Database: 269.23.211387-Release Date: 4119/2008 11:31 AM 10/29/2008 Page 5 of 5 Williams Operation Center Williams Production Company Parachute, Colorado Construction Document Permit Set Specification Booklet September 18, 2008 Architect: Johnson Carter Architects, PC 634 Main, Suite 2 Grand Junction, Colorado 81501 (970)625-0580 MEP Engineer: Bighorn Engineers 529 South Westgate Drive; Suite 1 Grand Junction, Colorado 81505 (970)241-8709 Williams Operation Center SPECIFICATIONS INDEX Section 01010 Section 01019 Section 01052 Section 01200 Section 01300 Section 01400 Section 01420 Section 01500 Section 01600 Section 01700 Insert Section 02200 Section 02221 Section 02222 Section 02223 Section 02230 Section 02254 Section 02555 Section 02700 Section 03300 Section 05530 Section 061 oo Section 0721 o Section 07414 Section 07540 Section 07600 Section 07900 Insert Section 08110 Section 0821 0 Insert Section 08520 Section 08710 Section 087 40 Insert Section 09260 Section 09300 Section 0951 0 Section 09627 Section 09653 Section 09680 Section 09775 Section 09910 Section 10155 Section 1 0520 Section 1 0800 Section 12355 Summary Mobilization Layout of Work & Surveys Price & Payment Procedures Administrative Requirements Quality Requirements References Temporary Facilities & Controls Product Requirements Contract Closeout Geotechnical Report Earthwork Trenching, Backfilling & Compaction Base Course Aggregate Shallow Utilities Site Clearing Temporary Erosion Control Water Transmission Line Finish Grading & Restoration Cast-In-Place Concrete Metal Gratings Rough Carpentry Building Insulation Metal Wall Panels Membrane Roofing -NIC Flashing and Sheet Metal Joint Sealers Door Schedule Steel Doors and Frames Wood Doors Window Schedule Aluminum Windows Door Hardware Electro-Mechanical Hardware Wall Assembly Components Gypsum Board Assemblies Tile Acoustical Ceilings Specialty Flooring -NIC Resilient Base and Accessories Carpet FRP Wall Finish Paints Bathroom Partitions Fire Protection Specialties Bathroom Accessories Casework & Counters SECTION 01010-SUMMARY PART 1 -GENERAL 1.1 SUMMARY OF WORK A Project: Williams Operations Center B. Owner: Williams Production Company C. Owner Representative: Phil Vaughan* PVCM Inc.* 1038 County Road 323 • Rifle, CO 81650 D. Design Team: Architect: Jeff Johnson Johnson Carter Architects, PC * 136 East Third Street • Rifle* Colorado • 81650 • (970)625-0580 Structural Engineer: Steve Kesler Westar Inc. * 448 Will Street* Rifle* Colorado • 81650 * (970)625-2774 MEP Engineer: Blaine Buck Bighorn Engineers* 529 South Westgate Drive; Suite 1 • Grand Junction • Colorado • 81505 • (970)241-8709 Civil Engineer: Rick Barth Red Mountain Civil Inc. * (970)876-0222 Septic Design: Tim Petz Onsite Wastewater Systems* (970)618-5033 Geotechnical Engineer: Huddleston-Berry* 640 White Avenue, Unit B * Grand Junction* Colorado* 81501 *#00208-0634 E. The Work consists of sitework, construction and selective demolition for an existing 12,500 square foot building, located North of Parachute, Colorado, as described in the Construction Documents and Specifications. F. Contractor's Use of Premises: During construction, Contractor will have full use of site indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other contractors on portions of Project. END OF SECTION 01010 SUMMARY 01010-1 1. GENERAL SECTION 01019 MOBILIZATION 1.1. Scope. Work to be performed under this section shall include all labor, equipment, materials, tools, and incidentals necessary to cover the following: 1.1.1. Organization and mobilization of Contractor's forces and equipment. 1.1.2. Transportation of construction plant, tools, materials, and equipment to the site and setting up the same. 1.1.3. Furnishing, installation, construction, maintenance, operation, and subsequent removal and disposal of construction facilities and temporary controls. 1.1.4. Subsequent removal of construction equipment, materials, and supplies; cleaning of the site; and restoration and reseeding of offsite construction facilities. 2. MATERIALS (Not Applicable) 3. METHOD AND PROCEDURES (Not Applicable) 4. FIELD QUALITY CONTROL (Not Applicable) 5. MEASUREMENT AND PAYMENT 5.1. Measurement 5.1.1. Measurement for payment for mobilization will be by the lump sum basis. 5.2. Payment 5.2.1. Payment for mobilization will be made at the lump sum price quoted therefore in the Bid Schedule. The first partial pay request shall include not more than 75% of this Bid amount; 25% of this Bid amount shall be paid on the final pay request. End of Section 01019 1 of 1 E:\0806A Williams Operations Center'\Specifica~ons\01019-Mobiliz:ation.doc SECTION 01052 LAYOUT OF WORK AND SURVEYS 1. GENERAL 1.1. Scope. Work to be performed under this section shall include all labor, equipment, materials, tools, and incidentals necessary to cover the following: 1.1.1. Layoutofwork. 1.1.2. Field measurements of work quantities. 1.1.3. Determination of as-built locations, lines, and grades at completion of the work for preparation of as-built drawings. 1.2. Description. The Engineer will provide horizontal and vertical survey control data for control points in the field necessary for the Contractor to proceed with construction staking for the work. The Contractor shall be responsible for protecting all field control set(s). Replacement by the Engineer of Engineer-established control points which have been damaged or destroyed by the Contractor will be charged at the Engineer's current rate. 1.2.1. The Contractor shall furnish all necessary detail surveys including all lines, grades, and appropriate surveys. 1.2.2. The Engineer reserves the right to perform any desired checking and/or correction of the Contractor's surveys but this shall not relieve the Contractor of responsibility for the adequate performance of the work. 1.3. The work shall be done under the supervision of a Professional Engineer or Professional Land Surveyor who is experienced and competent in road and bridge construction surveying and is registered in the State of Colorado. 2. MATERIALS (Not Applicable) 3. METHOD AND PROCEDURES 3.1. Contractor Surveying. The Contractor shall perform all construction surveying and staking that is necessary for construction of the project. Construction surveying and staking shall be based on survey control established by the Engineer and the Owner. 3.2. Staking. Acceptable staking placement intervals for the various construction survey control operations are described in the COOT Survey Manual. Stationing shall be established in the field on centerline or an approved offset. 3.3. Accuracy and Tolerances. Accuracy of surveys and survey tolerances shall be as specified in the COOT Survey Manual. 3.4. Responsibility and Inspection. Supervision and coordination of construction surveying is the Contractor's responsibility. The Contractor shall check the work to verily the accuracy and include documentation of this check in the Survey Records. All Contractor surveying inaccuracies, errors, or omissions shall be corrected at the Contractor's expense. Engineer's inspection or the Contractor's corrections shall not entitle the Contractor to additional payment or contract time extension. 3.5. Reset Controls and Stakes. Control points, bench marks, and other significant stakes that are damaged, destroyed, or made inaccessible by the progress of construction shall be replaced, transferred, or re-established at the Contractor's expense. 3.6. Changes. All changes in lines and grades required by field conditions and all discrepancies in grades, alignment, location, or dimensions detected by the Contractor shall be immediately submitted to the Engineer in writing. No changes in given data or plans will be allowed unless 01052 1 of2 E:\0806A Williams Operations Center\Speciflcalions\01052-Layout of Work & surveys. doc approved by the Engineer in writing. All changes shall be documented in the survey records. 3.7. Survey Records. Survey records shall be completed as the work is done. Field survey notes for construction surveying and checking by the Contractor shall be recorded in survey records in conformance with the format given in the CDOT Survey Manual. If an electronic format is used, it shall contain the same information and format as required in the Survey Manual for written documentation. All survey records generated shall be the property of the Owner and shall be available to the Engineer for inspection or reproduction at all times. All survey records shall be transmitted to the Engineer for inclusion into the project records before final project acceptance. All survey records shall be stamped with the seal of, and signed by, the responsible P.E. or P.L.S. 4. FIELD QUALITY CONTROL (Not Applicable) 5. MEASUREMENT AND PAYMENT 5.1. Measurement 5.1.1. Measurement for payment for layout of work and surveys will be by the lump sum basis. 5.2. Payment 5.2.1. Payment for layout of work and surveys will be made at the lump sum price quoted therefore in the Bid Schedule. The unit price quoted shall include full compensation for furnishing labor, materials, equipment, tools, accessories, and incidentals and for performing all work, including but not limited to, layout of work, field measurement of quantities, as-built drawings. End of Section 01052 2 of2 E:\0806A Williams Operations Center\Specific:ations\01052-layout of Work & surveys_ doc SECTION 01200-PRICE AND PAYMENT PROCEDURES PART 1 -GENERAL. 1.1 CONTRACT MODIFICATION PROCEDURES A. On Owner's approval of a proposal from Contractor, Architect will issue a Change Order on AlA Document G701, for all changes to the Contract Sum or the Contract Time. B. When Owner and Contractor disagree on the terms of a proposal, Architect may issue a Construction Change Directive on AlA Document G714, instructing Contractor to proceed with the change. Construction Change Directive will contain a description of the change and designate the method to be followed to determine changes to the Contract Sum or the Contract Time. 1.2 PAYMENT PROCEDURES A. Submit a Schedule of Values at least 10 days before the first Application for Payment. In Schedule of Values, break down the Contract Sum into at least one line item for each Specification Section. Correlate the Schedule of Values with Contractor's Construction Schedule. B. Submit 3 copies of each application for payment on AlA Document G702/703, according to the schedule established in Owner/Contractor Agreement. 1. For the second Application for Payment through the Application for Payment submitted at Substantial Completion, submit partial releases of liens from each subcontractor or supplier for whom amounts were included in the previous Application for Payment. 2. Submit final Application for Payment after completion of Project closeout procedures with release of liens and supporting documentation. Include consent of surety to final payment and insurance certificates. a. Submit final meter readings for utilities, a record of stored fuel, and similar data as of the date of Substantial Completion, if applicable. PART 2-PRODUCTS (Not Applicable) PART 3-EXECUTION (Not Applicable) END OF SECTION 01200 PRICE & PAYMENT PROCEDURES 01200-1 SECTION 01300-ADMINISTRATIVE REQUIREMENTS PART 1 -GENERAL 1.1 PROJECT MANAGEMENT AND COORDINATION A Coordinate construction to ensure efficient and orderly installation of each part of the Work. B. Conduct progress meetings at Project site on the same day every week. Notify Architect of meeting dates and times. Require attendance of each subcontractor or other entity concerned with current progress or involved with planning or coordination of future activities. 1. Record minutes and distribute to parties involved, including Owner and Architect. 1.2 SUBMITTAL PROCEDURES A Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 1. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing. 2. Architect will not accept submittals from sources other than Contractor. 3. Architect will reject submittals of products not specified-see Specification Section 01600 4. Identify deviations from the Contract Documents. 5. Submit three copies of each submittal. B. Place a permanent label or title block on each submittal for identification. Provide a 4-by 5-inch space on the label or beside title block to record review and approval markings and action taken. Include the following information on the label: 1. Project name. 2. Date. 3. Name and address of Contractor. 4. Name and address of subcontractor or supplier. 5. Number and title of appropriate Specification Section. C. Architect will review each action submittal, mark as appropriate to indicate action taken, and return copies less those retained. Compliance with specified requirements remains Contractor's responsibility. D. Construction Schedule Submittal Procedure: 1. Submit schedule within ten business days after date established for Commencement of the Work. Distribute copies to Owner, Architect, subcontractors, and parties required to comply with dates. 2. Revise the schedule after each meeting or activity where revisions have been made. As Work progresses, mark each bar to indicate actual completion. Distribute revised copies to Owner, Architect, subcontractors, and parties required to comply with dates. ADMINISTRATIVE REQUIREMENTS 01300-1 PART 2-PRODUCTS 2.1 ACTION SUBMITTALS A Product Data: Mark each copy to show applicable choices and options. Include the following: 1. Data indicating compliance with specified standards and requirements. 2. Notation of coordination requirements. 3. For equipment data, include rated capacities, dimensions, weights, required clearances, and furnished specialties and accessories. B. Shop Drawings: Submit Project-specific information drawn to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Submit 1 reproducible print and 1 blue-or black-line print on sheets at least 8-112 by 11 inches but no larger than 24 by 36 inches. Architect will return the reproducible print. Include the following: 1. Dimensions, profiles, methods of attachment, large scale details, and other information, as appropriate for the Work. 2. Identification of products and materials. 3. Notation of coordination requirements. 4. Notation of dimensions established by field measurement. C. Samples: Submit Samples finished as specified and identical with the material proposed. Where variations are inherent in the material, submit sufficient units to show full range of the variations. Include name of manufacturer and product name on label. 2.2 INFORMATION SUBMITTALS A Construction Schedule: Prepare a horizontal bar-chart Contractor's construction schedule. 1. Provide a separate time bar for each activity, using same breakdown of Work indicated in the Schedule of Values, and a vertical line to identify the first workday of each week. 2. Coordinate each element with other activities. Show each activity in proper sequence. Indicate sequences necessary for completion of related Work. 3. Indicate Substantial Completion and allow time for Architect's procedures necessary for certifying Substantial Completion. B. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. · PART 3-EXECUTION (Not Applicable) END OF SECTION 01300 ADMINISTRATIVE REQUIREMENTS 01300-2 SECTION 01400-QUALITY REQUIREMENTS PART 1-GENERAL 1. SECTION REQUIREMENTS A Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Testing and inspecting services are required to ensure structural integrity and shall be performed by independent testing agencies. Owner requested tests are as follows: a. Concrete floor slab, per testing agencies requirements 2. Contractor is responsible for scheduling inspections and tests and notifying testing agency. 3. Retesting and Reinspecting: Contractor shall pay for additional testing and inspecting required as a result of tests and inspections indicating noncompliance with requirements. B. Performance and Design Criteria: Where design services or certifications by a professional engineer are required by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. 1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect. 2. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. C. Submittals: Testing agency shall submit a certified written report of each inspection and test to Architect, Contractor, structural engineer, and to authorities having jurisdiction when authorities so direct. Reports of each inspection, test, or similar service shall include the following: 1. Name, address, and telephone number of testing agency. 2. Project title and testing agency's project number. 3. Date of report and designation (number). 4. Dates and locations where samples were taken or inspections and field tests made. 5. Ambient conditions at the time of sample taking and inspecting or field testing. 6. Names of individuals taking the sample or making the inspection or test. 7. Product and test method. 8. Inspection or test data including interpretation of test results and comments or professional opinion on whether inspected or tested Work complies with requirements. 9. Recommendations on retesting or reinspection. 10. Name and signature of laboratory inspector. D. Testing Agency Qualifications: Agencies that specialize in the types of inspections and tests to be performed and are acceptable to authorities having jurisdiction. E. Testing Agency Responsibilities: Testing agency shall cooperate with Architect and Contractor in performing its duties and shall provide qualified personnel to perform inspections and tests. 1. Agency shall promptly notify Architect and Contractor of deficiencies in the Work observed during performance of its services. QUALITY REQUIREMENTS 01400-1 2. Agency shall not release, revoke, alter, or enlarge requirements of the Contract Documents nor approve or accept any portion of the Work. 3. Agency shall not perform duties of Contractor. F. Auxiliary Services: Cooperate with testing agencies and provide auxiliary services as requested, including the following: 1. Access to the Work. 2. Incidental labor and facilities to assist inspections and tests. 3. Adequate quantities of materials for testing, and assistance in taking samples. 4. Facilities for storing and curing test samples. 5. Security and protection for samples and test equipment. PRODUCTS (Not Applicable) EXECUTION (Not Applicable) END OF SECTION 01400 QUALITY REQUIREMENTS 01400-2 SECTION 01500-TEMPORARY FACILITIES AND CONTROLS PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A. Use Charges: Contractor shall pay use charges for temporary utilities. B. Standards: Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities," and NFPA 241. 1. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. C. Temporary Utilities: At earliest feasible time, when acceptable to Owner, change over from use of temporary service to use of permanent service. PART 2 -PRODUCTS 2.1 EQUIPMENT A. Heating Equipment: Unless Owner authorizes use of permanent heating system, provide vented, self-contained heaters with thermostatic control. 1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited. 2. Heating Units: Listed and labeled, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use for type of fuel being consumed. PART 3-EXECUTION 3.1 TEMPORARY UTILITIES A. General: Engage appropriate local utility company to install temporary service or connect to existing service. Where utility company provides only part of the service, provide the remainder. B. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures. Comply with regulations and health codes for type, number, location, operation, and maintenance of fixtures and facilities C. Heating and Cooling: Provide temporary heating and cooling required for curing materials or for protecting installed construction from adverse weather. Use equipment that will not have a harmful effect on completed installations or elements being installed. TEMPORARY FACILITIES & CONTROLS 01500-1 3.2 TEMPORARY FACILITIES A Provide field offices, storage trailers, and other support facilities as necessary for the Work. B. Collect waste daily and, when containers are full, legally dispose of waste off-site. 1. Handle hazardous, dangerous, or unsanitary waste materials in separate closed waste containers. Dispose of material according to applicable laws and regulations. C. Provide temporary enclosures for protection of construction and workers from inclement weather and for containment of heat. D. Install project identification and other signs in locations approved by Owner to inform the public and persons seeking entrance to Project. 3.3 TEMPORARY CONTROLS A Provide temporary environmental controls as required by authorities having jurisdiction including, but not limited to, erosion and sediment control, dust control, noise control, and pollution control. B. Provide temporary barricades, warning signs, and lights to protect the public and construction personnel from construction hazards. 3.4 TERMINATION AND REMOVAL A Remove temporary facilities and controls before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. END OF SECTION 01500 TEMPORARY FACILITIES & CONTROLS 01500-2 SECTION 01600-PRODUCT REQUIREMENTS PART 1 -GENERAL 1.1 SECTION REQUIREMENTS A Provide products of same kind from a single source. The term "product" includes the terms "material," "equipment," "system," and similar terms. B. Provide MSDS sheets for all materials as required by MSHA regulations. C. Product Substitutions: Substitutions include products and methods of construction differing from that required by the Contract Documents and proposed by Contractor after award of the Contract 1. Submit three copies of each request for product substitution. 2. Submit requests within ten business days after signing the Contract 3. Submit requests in time to permit processing of request and subsequent submittals, if any, sufficiently in advance of when materials are required in the Work. Do not submit unapproved substitutions on Shop Drawings or other submittals. 4. Identify product to be replaced and provide complete documentation showing compliance of proposed substitution with applicable requirements. Include a full comparison with the specified product, a list of changes to other Work required to accommodate the substitution, and any proposed changes in the Contract Sum or the Contract Time should the substitution be accepted. 5. Architect will review the proposed substitution and notify Contractor of its acceptance or rejection. D. Comparable Product Submittal: 1. Submit three copies of each request for approval of products as comparable to basis-of- design products. Submit requests in time to permit processing of request and subsequent submittals, if any, sufficiently in .advance of when maierials are required in the Work. Do not submit unapproved products on Shop Drawings or other submittals. 2. Identify product to be replaced and provide complete documentation showing compliance of proposed product with applicable requirements. Include a full comparison with the specified product 3. Architect will review the proposed product and notify Contractor of its acceptance or rejection. E. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Deliver products to Project site in manufacturer's original sealed container or packaging, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 3. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 4. Store materials in a manner that will not endanger Project structure. PRODUCT REQUIREMENTS 01600-1 5. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. PART 2 -PRODUCTS 2.1 PRODUCT OPTIONS A. Select products to comply with all of the following that are applicable: 1. Where a product or manufacturer is named, provide the item indicated. No substitutions will be permitted without prior approval by the Architect. 2. Where a product is described with required characteristics, provide a product that complies with those characteristics. 3. Where compliance with performance requirements is specified, provide products that comply and are recommended in writing by the manufacturer for the application. 4. Where compliance with codes, regulations, or standards, is specified, select a product that complies with the codes, regulations, or standards referenced. B. Unless otherwise indicated, Architect will select color, pattern, and texture of each product from manufacturer's full range of standard options. PART 3-EXECUTION (Not Applicable) END OF SECTION 01600 PRODUCT REQUIREMENTS 01600-2 1. GENERAL SECTION 01700 CONTRACT CLOSEOUT 1.1. Scope. Work to be performed under this section shall include all labor, equipment, materials and miscellaneous items necessary to provide all documents, information and items as specified herein. 1.2. Related Work Specified Elsewhere. 1.2.1. All specification sections. 1.3. Project Record Documents. 1.3.1. Job site documents: Maintain at the job site one record copy of the following: 1.3.1.1. Drawings 1.3.1.2. Specifications 1.3.1.3. Addenda 1.3.1.4. Reviewed Shop Drawings 1.3.1.5. Change Orders 1.3.1.6. Other Modifications to Contract 1.3.1.7. Field Test Records 1.3.1.8. Project Schedule 1.3.2. Document maintenance: Do not use record documents for construction purposes. Maintain documents in clean, dry legible condition, apart from documents used for construction. 1.3.3. Record Information: Label each document "Record Document". Mark all information with contrasting color using ink. Keep each record current. Do not permanently conceal any work until required information is recorded. 1.3.3.1. Record the following information on drawings. 1.3.3.1.1. Depth of foundation elements. 1.3.3.1.2. Horizontal and vertical location of underground utilities. 1.3.3.1.3. Location of internal utilities and appurtenances concealed in construction. 1.3.3.1.4. Field changes of dimension and detail. 1.3.3.1.5. Changes by Change Order or field order. 1.3.3.1.6. Details not on original Contract Drawings. 1.3.3.2. Record following information on Specifications: 1.3.3.2.1. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. 1.3.3.2.2. Changes by change order or field order. 1.3.3.2.3. Other matters not originally specified. 1.3.3.3. Maintain Shop Drawings as record documents recording changes made after review as specified for Drawings above. 01700 1 of3 E:\0806A Williams Operations Center\Specifications\01700-Contract Closeout doc 1.3.3.4. Submittal: At completion of project, deliver record documents to Engineer with transmittal letter containing date, project title and number, contractor's name and address, title and number of each record document, and certification that each document is complete and accurate. Submittal shall be signed by Contractor or his authorized representative. 1.4. Closeout Procedures. The following project closeout procedure defines the responsibilities of the Contractor, Owner and Engineer in closing the project: 1.4.1. Step 1: Contractor advises Engineer in writing that he has reached "Substantial Completion" and provides a list of items to be completed or corrected. Closeout may be conducted by areas or portions of the work if requested by Owner. 1.4.2. SteQ.l: Engineer inspects the work to determine if it is substantially complete, and issues a Certification of Substantial Completion plus a "punch list" of items to be completed or corrected. 1.4.3. Step 3: Contractor completes and/or corrects all punch list items and notifies in writing that his work is ready for final inspection. At this time, a final application for payment is submitted to the Engineer. 1.4.4. Step 4: Engineer makes final inspection. When the Work is found to be acceptable under the Contract Documents, and the contract fully performed, Engineer will issue a final Certificate of Payment. 1.5. Re-lnspection Fees. Should the Contractor fail to complete and/or correct all punch list items such that additional inspections are required by the Engineer, the Contractor will be billed at the Engineer's current rate for additional services. If the Contractor has any question with regard to any items on the punch list, he is to request clarification before final inspection. 1.6. Final Paperwork. Prior to release of final payment, the General Contractor shall deliver the following items to the Engineer: 1.6.1. Inspection Certificates, as applicable. 1.6.2. Equipment and material guarantees. 1.6.3. General Contractor's one-year guarantee of materials and workmanship. 1.6.4. Maintenance Manuals and Parts Lists, as specified. 1.6.5. All other guarantees, warranties and submittals, as specified. 1.6.6. Receipts for extra materials delivered to the Owner. 1.6.7. Miscellaneous keys, switches, etc. 1.6.8. Final application for payment. 1.6.9. Consent of surety to final payment. 1.6.10. Contracto~s affidavit of release of liens (AlA Form G-706A). 1.6.11. Project record drawings. 1.6.12. Contractor acknowledgement of Date of Substantial Completion. 1.7. The above items are described in following articles or applicable sections of the Specifications. 1.1.1. Inspection Certificates. Each subcontractor shall, upon completion of the Work, secure in triplicate from any state or local governing bodies having jurisdiction in dictating that the Work is in strict accordance with the applicable codes and deliver same to the General Contractor for transmittal to the Owner. 01700 2of3 E:\0806A Williams Operations Center\Specifications\01700 ·Contract Closs Out doc 1.7.2. Warranties. The General Contractor and each subcontractor shall remedy any defects due to faulty materials or workmanship and pay for any damage to other Work resulting there from, which shall appear in his Work within a period of one-year from the date of Notice of Acceptance and in accordance with the terms of any special warranties provided in the Contract. The Owner shall give notice of observed defects with reasonable promptness. A complete warranty inspection will be scheduled at approximately 11 months. Upon completion of his Work, the General Contractor shall deliver to the Engineer in duplicate, a written warranty based on the provision of the Article properly signed and notarized. Warranty shall be address to the Owner. Provide separate written warranties from mechanical and electrical contractors. 1.8. Miscellaneous Keys. Switches and Wrenches. At the completion of the project, all loose keys for hose bibs, adjustment keys and wrenches for door closers and panic hardware, keys of electric switches, electrical panels, etc., shall be accounted for and turned over to the General Contractor for transmittal to the Owner. 2. MATERIALS (Not Applicable) 3. METHOD AND PROCEDURES (Not Applicable) 4. QUALITY CONTROL (Not Applicable) 5. MEASUREMENT AND PAYMENT 5.1. Measurement 5.1.1. Separate measurement for payment will not be rnade for work required under this Section. 5.2. Payment 5.2.1. Separate payment will not be made for work required under this Section. All costs in connection therewith shall be considered to be incidental to the applicable items of work to which they pertain. End of Section 01700 3 of3 E:\0806A Williams Operations Center\Speciflcalions\01700-Contract Closeout.doc {p L\ ~nso ~chitects , P.C. 136 Eas t Third Street , Suite B Rifle , CO 81650 (970) 625 -0580 Plan analysis based on the 2003 Internati onal Building Code Project Number : 0806A Date: September 18, 2008 P roj ect Name: Williams Operation Facility Address : Occupancy: B Construction: V-B Con tractor : Designer : Jeff Johnson Engineer: Report By: 2003 International Bu ildi ng NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by IHS Global 800-854-7179 FRONTAGE INCREASE : Per i meter of the entire building = 450 feet. Perimet er which fronts a public way or accessible open space Minimum width of public way or access ible open space = 40 Allowable area increas ed 52 .78% for frontage increase. Sec . 506 .2 NOTE: Limit in Section 506 .2.1 used. 3~0 feet . FL NAME occ MAX FLR AREA ALLOWED RATIO STATUS 1 Office TOTAL FOR FLOOR BUILDING TOTAL B o k --Sec. 503 , 504 , 506 and Table 503 1 2500 12500 12500 13750 13750 13750 The actual height of this building is 14.5 feet . 0 .91 0.91 0.91 The max i mu m height of this building is 40.0 feet. --Table 503 PROPERTY DESCRIPTION : ok ok ok North Side has a property line. -Distance to property line= 300.0 East Side has a property line . -Distance t o property line= 500 .0 South Side has building. -To building= 275 .0 ,assumed property line 1 75.0 Exterior wall rating based on distance to assumed property line. --Sec. 704 .3 and 702 .1 FIRE SEPARATION DISTANCE West Side has a property line . -Distance to property line= 233.0 Code review for: Project Id.: Williams Operation Facility Address: Page # 2 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST SOUTH occ BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL B 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr WEST NON BRG 0-hr The exterior walls may be of COMBUSTIBLE material. --Sec. 602.5 Exterior walls are required to be fire-rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. OPNG% UP/PR NL/NL 2. On the interior side only when separation is greater than 5 feet. Sec. 704.5 up/pr = Maximum percent of openings in the exterior wall. Table 704.8 up -The maximum percent if all openings are unprotected. pr -The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in 1hr walls are required to be protected with 3/4 hour assemblies. --Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies. --Sec. 715.4 NL No fire protection requirements for openings. NP Openings are not permitted in this wall. Note: Unlimited unprotected openings are allowed in walls not required * to fire-resistant. --Table 704.8, Note: g. These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. --Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not required to be fire-resistive. Code review for: Project Id.: Williams Operation Facility Address: Page # 3 FIRE RESISTANCE RATINGS FOR BUILDING ELEMENTS ELEMENT MATERIAL RATING Structural Frame Any 0 hour Interior Bearing wall Any 0 hour Interior nonbrg wall Any 0 hour Floor/Ceiling Assembly Any 0 hour Roof/Ceiling Assembly Any 0 hour Stairs Any None NOTES: PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES --Sec. 712 WALLS ASSEMBLIES --Sec. 712.3 Through penetrations of walls: NOTES --Table 1. Penetrations shall be installed as tested in the fire resistance rated assembly. --Sec. 712.3.1.1 601 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. --Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. --Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Code review for: Project Id.: Williams Operation Facility Address: Page # 4 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES --Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. --Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. --Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. --Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. DUCTS AND AIR TRANSFER OPENINGS --Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. --Sec. 716.5 1. Fire walls. --Sec. 716.5.1 2. Fire barriers --Sec. 716.5.2 See exceptions 3. Shaft enclosures --Sec. 716.5.3 See exceptions 4. Fire partitions --Sec. 715.5.4 See exceptions 5. Smoke barriers --Sec. 715.5.5 (smoke damper) See exceptions Code review for: Project Id.: Williams Operation Facility Address: DRAFTSTOPPING: Page # 5 If there is combustible construction in the roof/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 3,000 square feet. --Sec. 717.4.3 Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions. --Sec. 717. 4. 1. 1 OCCUPANCY SEPARATIONS Sec. 302.3.2 and Table 302.3.2 No occupancy separations required. SEPARATION OF INCIDENTAL USE AREAS --Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input --1 hour Rooms with any boiler over 15 psi and 10 horsepower --1 hour Refrigerant machinery rooms --1 hour Incinerator rooms --2 hours NOTE: An automatic sprinkler system is require Storage rooms over 100 square feet --1 hour Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME NUMB occ MIN MIN EXITS WIDTH PANIC CORRIDOR DOOR HDWR RATING SWING NOTES 1 Office TOTAL FOR FLOOR 125 125 2 2 25.0 25.0 No No N/A N/A Out 1 Out FOOTNOTES: 1. Two exits are required from this area since the occupant lbad exceeds allowable in Table 1014.1 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. --Sec. 1003.6 Code review for: Project Id.: Williams Operation Facility Address: EXIT SEPARATION Page # 6 In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.--Sec. 1014.2.1 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. --Sec. 1005.1 EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. --Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. --Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. --Sec. 1011.4 & Sec. 1011.5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. --Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge-or surface-mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. --Sec. 1008.1.8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. Code review for: Project Id.: Williams Operation Facility Address: ADDITIONAL DOORS: Page # 7 Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. --Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. --Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. --Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. --Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. --Sec. 1008.1.7 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group B is 200 feet. --Table 1015.1 BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. --Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. --Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 --Sec. 1106.1 4. At least one accessible route shall connect each accessible level. --Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. --Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. --Sec. 1109.5 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. --Table 1505.1 Code review for: Project Id.: Williams Operation Facility Address: AUTOMATIC SPRINKLER SYSTEMS --Sec. 903 Page # 8 If openings are not provided in each 50 feet on at least one exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. --Sec. 903.2.10.1 Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in every 50 lineal feet of wall or fraction thereof. --Sec. 903.2.10.1 STANDPIPE AND HOSE SYSTEMS --Sec. 905 A standpipe system is not required. LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. --Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. --Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. --Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. --Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. --Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. --Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. --Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. --Sec. 1203.4.2.1 Code review for: Project Id.: Williams Operation Facility Address: CEILING HEIGHTS: Page # 9 Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. --Sec. 1208.2 WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. --Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. --Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. --Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. --Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. --Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. --Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. --Sec. 719.2.1 Foam plastic insulations are required to be protected. --Sec. 2603 ADDITIONAL REQUIREMENTS: For B occupancy Code review for: Project Id.: Williams Operation Facility Address: ACCESSIBLE FACILITIES: Page # 10 NOTE: Except as noted, section numbers listed below are from ICC/ANSI All7.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. --Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. --Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. --Sec. 602.6 TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. --Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. --Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. --Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. --Sec. 604.8.1.2 Page # 11 Code review for: Project Id.: Williams Operation Facility Address: 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. --Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. --Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) --Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. --Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. --Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. --Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. --Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. --Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. --Sec. 603.3 FIXTURE COUNT TABLE: NAME 1st. floor Office Ratio = 1 per TOTAL FOR FLOOR BUILDING TOTAL NUMBER RATIO WATER CLOSETS OCC M/F MALE FEMALE 125 50/50 2 2 50 50 2 2 1 1 LAVS M 1 TUB DRINKING F SHOWER FOUNTAIN 1 0 2 80 80 100 1 1 0 2 1 1 0 1 International Plumbing Code Section 403 and Table 403.1 In each bathroom or toilet room, urinals shall not be substituted for more than 67 percent of the required water closets. --IPC Sec. 419.2 Code review for: Project Id.: Williams Operation Facility Address: Page # 12 NOTE: The number of fixtures for a floor may not match total number of fixtures per area. The number of fixtures for the building may not match the total for the floors. The number of fixtures for each area and floor are rounded up to the next whole number. Totals are not rounded up until the total is obtained. If the fixtures only serve an area, use number shown for each area. If the fixtures serve an entire floor or building, use number shown for totals. Code review for: Project Id.: Williams Operation Facility Address: GLAZING REQUIREMENTS Page # 13 All glazing in hazardous locations is required to be of safety glazing material. --Sec. 2406.1 Locations: Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. , CTLITHOMPSON INCORPORATIIt GEOTECHNICAL INVESTIGATION WILLIAMS OPERATION CENTER REMODEL 3555 COUNTY ROAD 215 GARFIELD COUNTY, COLORADO Prepared For: PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC. 1038 County Road 323 Rifle, CO 81650 Attention: Mr. Phil Vaughan Project No. GS05266-125 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970·945-7411 September 17, 2008 TABLE OF CONTENTS SCOPE ..................................... : ....................................................................................................... 1 SUMMARY OF CONCLUSIONS ..................................................................................................... 1 SITE DESCRIPTION ........................................................................................................................ 1 PROPOSED CONSTRUCTION ....................................................................................................... 2 SUBSURFACE CONDITIONS ......................................................................................................... 2 SITE EARTHWORK ........................................................................................................................ 3 Excavations ................................................................................................................................. 3 Fill ................................................................................................................................................ 3 GRAVEL PARKING SURFACE ....................................................................................................... 4 EXISTING STRUCTURES ............................................................................................................... 5 SURFACE DRAINAGE .................................................................................................................... 5 LIMITATIONS ........................................................... , ...................................................................... 6 FIGURE 1 -LOCATIONS OF EXPLORATORY PITS FIGURE 2-SUMMARY LOGS OF EXPLORATORY PITS TABLE I-SUMMARY OF LABORATORY TEST RESULTS PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC. WILLIAMS OPERATION CENTER REMODEL CTL J T PROJECT NO. GS05266-125 S:\GS05266.000\125\2. Reports\GS05266125 R1.doc SCOPE This report presents the results of our geotechnical investigation for the Williams Operation Center Remodel project at 3555 County Road 215 in Garfield County, Colorado. Our investigation involved excavation of exploratory pits, laboratory testing on soils obtained from the exploratory pits and engineering analysis to provide geotechnical recommendations associated with the remodel of the building and parking areas at the site. The recommendations contained in this report were developed based on the currently planned construction. We should be informed If actual construction will differ significantly from the descriptions herein. SUMMARY OF CONCLUSIONS 1. Subsurface conditions encountered in our exploratory pits generally consisted of about 3 inches of topsoil or 1 foot of aggregate base course over clayey gravel with cobbles and boulders. About 2 feet of fill that contained wood and pieces oftrees was encountered in ourTP- 2. Free ground water was not encountered in our exploratory pits at the time of excavation. 2. The existing exterior pads, building foundation and floor slab appear to be in serviceable condition. Additional discussion Is in the report. 3. Our subsurface information and laboratory testing indicate that the subgrade soils are generally fair for support of parking lots. Unsuitable fill will need to be removed from some areas. Recommendations for parking lot construction and gravel thickness are in the report. 4. Control of surface drainage is critical to the performance of the structure. Surface drainage should be designed to provide rapid removal of surface runoff away from the building. SITE DESCRIPTION The Williams Operation Center is at 3555 County Road 215 in Garfield County, Colorado. The site is accessed via a gravel road. The existing building on the lot is a one level metal framed structure with a concrete slab-on-grade floor. Some exterior flatwork Is present. Gravel surfaced parking areas are located northeast and south of PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC. WILLIAMS OPERATION CENTER REMODEL CTL f T PROJECT NO. GS05266·125 S:\GS05266,0D0\12.6\2, Repcrts\GS05266125 R1.dcc 1 the existing building. Grades on the site drop down to the south. The building appears to have been constructed in a cut area. Cut slopes are present north and east of the structure. We estimated the cut slopes to be at slopes of 2 or 3 to 1 (horizontal to vertical). Vegetated areas of the lot contain sage brush and native grasses. PROPOSED CONSTRUCTION The proposed construction consists of remodelling of the existing building and construction and resurfacing of parking areas. New foundation elements are not planned. SUBSURFACE CONDITIONS Subsurface conditions across the site wer!l investigated by excavating three exploratory pits at the approximate locations sh~wn on Figure 1. Exploratory pit locations were chosen by our project manager to ~haracterize subsurface conditions ,, across the site. Exploratory pits were excav~ted with a rubber tire backhoe. ' Exploratory excavation operations were directed by our project manager who logged the soils encountered in pits and obtained samples for laboratory testing. Graphic logs ofthe soils encountered in our pits are presented on Figure 2. Subsurface conditions encountered in our exploratory pits generally consisted of about 3 inches of topsoil or 1 foot of aggregate base course over clayey gravel with cobbles and boulders. About 2 feet of fill that contained wood and pieces of trees was encountered in our TP-2. Free ground water was not encountered in our exploratory pits at the time of excavation. The pits were backfilled immediately after excavation operations were completed. Samples obtained from our pits were returned to our laboratory where they were visually classified and typical samples selected for testing. Atterberg limits on a sample ofthe clayey gravel indicated a liquid limit of 27 percent and a plasticity index PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC, WILLIAMS OPERATION CENTER REMODEL en. IT PROJECT NO. GSD5266·125 S;\GS06266.000\125\2. Report!;;\GS052681Z5 R1.doc 2 of 11 percent. Samples of the gravel tested contained 37 to 50 percent silt and clay size particles (passing the No. 200 sieve). Samples tested excluded particles larger than about 3 inches in diameter. Laboratory test results are summarized on Table I. SITE EARTHWORK Excavations We expect excavations In the soils atthis site can be made with conventional, heavy-duty excavation equipment. Boulders and cobbles should be anticipated in excavations. Sides of excavations and utility trenches should be sloped or shored to meet local, State and Federal safety regulations. The natural soils atthis site will likely classify as Type C soils based on OSHA standards. Excavation slopes specified by OSHA are dependent upon types of soils and groundwater conditions encountered. OSHA recommends temporary construction slopes no steeper 1.5 to 1 (horizontal to vertical) for Type C soils. Contractors should Identify the soils encountered in excavations and refer to OSHA standards to determine appropriate slopes. Contractors are responsible for site safety and providing stable excavations. Our exploratory pits did not penetrate the free ground water table. In general, we expect dewatering can be accomplished by sloping trenches and excavation bottoms to gravity discharges or to sumps where water can be removed by pumping, if necessary. Fill Three to four feet of fill may need to be placed in areas where existing fill is removed. Areas that will receive fill should be stripped of vegetation, organic soils an.d debris. The parking areas should be proof-rolled with a heavy (18 kip/axle) pneumatic-tired vehicle such as a loaded, tandem dump truck. Soft areas should be reworked or otherwise stabilized. PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC. WILUAMS OPERATION CENTER REMODEL CTL IT PROJECT NO. GS0526G-125 S:\GSDS266,000\12S\2. Reports\GS0526612& R1.doc 3 The natural soils at the site are generally suitable for reuse as fill, provided organics, debris and rocks larger than 6 inches in diameter are removed. Grading fill should be placed in maximum 1 0-inch thick lifts, moisture-conditioned to within 2 percent of optimum moisture content, and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Placement and compaction of fill should be observed and tested during construction. GRAVEL PARKING SURFACE Our subsurface information indicates that subgrade soils will predominantly consist of silty gravel that will possess good support characteristics. The parking areas should be proof rolled prior to gravel placement. Excavation and removal of existing fill will likely be necessary. Our exploratory pit TP-2 encountered fill to a depth of about 3 feet. Other areas of fill may be present. We understand that a gravel parking lot surface Is desired. A geofabric should be placed below the aggregate base course to prevent migration of fines into subgrade soils and subsequent loss of structural support. We based the design of the gravel section on our subsurface information, laboratory test results, our estimate of traffic numbers typical of parking areas, and gravel road thickness design methods. Based on our experience, we recommend a minimum gravel section consist of 6 inches of AASHTO Class 6 aggregate base course over a separator fabric. Some maintenance of the gravel surface should be anticipated during periods of heavy traffic, especially during wet seasons. We suggest that periodic application of magnesium chloride to the surface of the gravel be considered to reduce shoving and rutting and to provide dust control. A primary cause of early deterioration of roadways is water infiltration. The addition of moisture usually results in softening of base course and subgrade and the eventual failure of the surface. We recommend drainage be designed for rapid removal of surface runoff from parking lot surfaces. Final grading should be carefully PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC. WILLIAMS OPERATION CENTE~ REMODEL CTL IT PROJECT NO. G$05266·125 S:\GS05266.D00\125\2, Reports\GS05266125 R1.doc 4 controlled so that design cross-slope is maintained and low spots in the subgrade which could trap water are eliminated. EXISTING STRUCTURES We observed the condition of the existing exterior mechanical pads near the building. The pads are in good conditions and appear serviceable. We did not observe cracks or other signs of distress in the exterior pads. The existing pads are suitable for support of an air handler mechanical unit for the building. We observed some cracks in the sidewalk and stairs to the east of the building. We observed the existing building concrete floor slabs and areas where the foundation was visible. We did not observe significant cracks or other indications of poor performance. The existing concrete foundation and floor slab appear to be in good condition. SURFACE DRAINAGE Surface drainage is critical to the performance of parking areas, foundations, floor slabs and concrete flatwork. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: 1. The ground surface surrounding the exterior of the building should be sloped to drain away from the building in all directions. We recommend providing a slope of at least 6 inches in the first 5 feet around the building in landscaped areas. 2. The building should be provided with roof gutters and downspouts. Roof downspouts and drains should away from the building. Splash blocks and downspout extensions should be provided at all discharge points. 3. Landscaping should be carefully designed to mm1m1ze irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass should not be located within 5 PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC. WILLIAMS OPERATION CENTER REMODEL CTL IT PHOJECT NO. G$05266·125 S:\GS0526Ei.000\1:!.5\2. Repor1s\GS05266 1211 R1.doc 5 feet of the foundation. Sprinklers should not discharge within 5 feet of the foundation and should be directed away from the building. 4. Impervious plastic membranes should not be used to cover the ground surface immediately surrounding the residence. These membranes tend to trap moisture and prevent normal evaporation from occurring. Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. LIMITATIONS Our exploratory pits were located to obtain a reasonably accurate picture of subsurface conditions. Variations in the subsurface conditions not indicated by our pits will occur. We should observe fill removal, placement and proof rolling activities. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No warranty, express or implied, is made. If we can be of further service or if you have questions regarding this report, please call. CTL I THOMPSON, INC. Craig A. Burger, P.E. Project Manager Reviewed by John Mechling, P.E. Branch Manager CAB:JM:cd (5 copies sent) PHIL VAUGHAN CONSTRUCTION MANAGEMENT, INC. WILl.lAMS OPERA nON CENTER REMODEL CTL IT PROJECT NO, GS05266-125 S:\GSOS2G6.0DD\125\2. Reports\GS0521i6125 R1.doe 6 NOTE: SCALE: 1"•!50' PhD va.q,an Construction Management, 1 WIIIMIII~Oeniii'Fierncldtl nc. ProJect No. GS05266-12S Locations of exploratory pita are approximate I Locations of Exploratory Pits Flg. 1 LEGEND: TP-1 0 -5 II II a.. .E .c '5. II Q 10 15 Clayey sand •topson•, slightly moist, dark brown. Flll, grovel, aggregate base course. Flll, grovel, clayey, wood and tree stumps. TP-2 Gravel, clayey, cobbles and boulders, dense to very dense, slightly moist, brown. (GC) Indicates bulk sample. TP-3 0 5 c • 1 S' .. 10 • - 15 NOTES: 1. Exploratory pits were excavated with a backhoe on September 3, 2008. Pits were backfilled Immediately after excavation operations were completed. 2. No free ground water was found In the exploratory pits at the time of excavation. 3. Locations of exploratory pits shown on Flgure 1 are approximate. -4. These exploratory pits are subject to the explanations, limitations and conclusions as contained In this report. SUMMARY LOGS OF EXPLORATORY PITS Project No. GS05266-125 Flg. 2 HYDROMElER ANALYSIS SIEVE ANALYSIS 25HR 7HR. TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN. 19 MIN. 4 MIN. 1 MIN. •200 0 100 •4 318' 3W 1\1!' 3' 5'6" 8' 100 0 -------.=[: :co: •. ,:.~ . ·::: .. :: --·----.:·· ~ --. -7=~ ·::::j:c :j 10 90 i 70 ~ 60 iii .. ~ 40 30 20 " 0 .001 Sample does not include - particles with diameters larger than 3 inches. -_ 1::--=-= =- 0.002 ,005 .009 .019 .037 .074 --·---~-· -. --=- 70 so 90 -+ .149 .297 .590 1.19 2.0 2.38 4.76 0.42 9.52 19.1 36.1 DIAMETER OF PARTICLE IN MILLIMETERS C:LAY {PLASTIC} TO SJL T (NON-PLASTIC) FINE SANDS MEDIUM COARSE FINE GRAVEL COARSE COBBLES Sample of GRAVEL, CLAYEY (GC) GRAVEL 30 % SAND 20 % From TP-1 AT 2--3 FEET SILT & CLAY 50 % LIQUID LIMIT % PLASTICITY INDEX % ------- HYDROMETER ANALYSIS SIEVE ANALYSIS 25 HR. 7 HR. TIME READINGS U.S. STANDARD SERIES ClEAR SQUARE OPENINGS 45 MIN. 15 MIN. 60 MIN.19 MIN. 4 MIN. 1 MIN. "200 •100 '50 •40 ~0 •16 •10 •a 0 4 3/8" 3/4' 1X" 3' 5"6w e~o 90 § Sample does not include " ~ particles with diameters ~" §larger than 3 inches. m ~ 60 -------, " ffiso ffi "" 30 20 " 0 .001 0.002 .005 .009 .019 .037 CLAY (PLASTIC) TO SILT (NON-Pl..ASTJC) Sample of GRAVEL, CLAYEY (GC) From TP-3 AT 4-6 FEET Phil Vaughan Construction Management Williams Operation Center PROJECT NO. GS05266-125 S:\GS0526S.000\125\6. Ca!cs\GSil5266Gradatlon.xls .074 " .. 20 ~--r -·· ...... . 30 0 "' z --"' 40 ~ "' -~-__ ,50 iz w 0 "' -60 w .. .1._ -70 so 90 100 .149 .297 .590 1.19 2.0 2.38 4.76 952 19.1 36.1 76.2 127 200 0.42 152 DIAMETER Qj: PARTICLE iN MILLIMETERS SANDS FINE MEDIUM GRAVEL COARSE FINE COARSE COBBLES GRAVEL 39% SAND 24 o/o SILT & CLAY 37 % LIQUID LIMIT 27 % PLASTICITY INDEX --1-1% Gradation Test Results FIG.3 PROJECT NO. GS05266-125 TABLE I SUMMARY OF LABORATORY TEST RESULTS NATURAL ATTERBERG LIMITS GRADATION TESTS PASSING TEST DEPTH NATURAL DRY LIQUID PLASTICITY PERCENT PERCENT NO. 200 SOIL CLASSIFICATION PIT MOISTURE DENSITY LIMIT INDEX GRAVEL SAND SIEVE (FEET) (%) (PCF) (%) (%) (%) (%) (%) TP-1 2-3 7.2 30 20 50 GRAVEL, CLAYEY (GC) TP-2 4-6 6.9 27 11 39 24 37 GRAVEL,CLAYEY(GC) . Page 1 of 1 1. GENERAL SECTION 02200 EARTHWORK 1.1. Scope. Work to be performed under this section shall include all labor, materials, equipment, tools and accessories required to perform all excavation, hauling, disposal, placement, and compaction of all material encountered within the limits of the work including construction of ditches and channels. 1.1.1. All work within the rights-of-way of the Federal Government of the Colorado Division of Highways, Owner Governments or Municipal Governments shall be done in compliance with requirements issued by those agencies. All such requirements shall take precedence over these Specifications. It shall be the Contractor's responsibility to secure all required excavation permits and pay all costs thereof. Contractor will be required to obtain necessary road cut permits. 1.2. Related Work Specified Elsewhere. 1.2.1. Section 02222-Embedment and Base Course Aggregate 1.2.2. Section 02555-Water Transmission and Distribution Lines 1.2.3. Section 02560 -Sanitary Sewer lines 1.3. Definitions. 1.3.1. Excavation. All excavation shall be classified as, unclassified, stripping, rock, borrow, or muck excavations. 1.3.1.1. 1.3.1.2. 1.3.1.3. 1.3.1.4. 1.3.1.5. Unclassified Excavation: Unclassified excavation shall consist of excavation of all materials obtained within the right of way, including surface boulders, ditches, and channels. Stripping: Stripping shall consist of removing overburden or other specified material from material pits and replacing specified material over the disturbed area of the site or pit after the underlying material has been removed. Rock Excavation: Rock excavation shall consist of igneous, sedimentary, and metamorphic rock which cannot be excavated without the use of rippers, hoe- hammers, or blasting including all boulders or other detached stones having a volume of Y, cubic yard or more as determined by physical or visual measurement. Borrow: Borrow shall consist of approved material obtained from outside of the right of way, required for the construction of the project. Muck Excavation: Muck excavation shall consist of removal and disposal of mixtures of soils and organic matter not suitable for foundation or embankment. 1.3.2. Embankment. Embankment material shall consist of approved material acquired from excavations, hauled and placed in embankments. Approval of the embankment material will be contingent on the material having a resistance value when tested by the Hveem Stabilometer, or equivalent resilient modulus value of at least that specified in the Contract, and a maximum dry density of not less than 90 pounds per cubic foot. Embankment material shall be classified as soil embankment, rock embankment, or rock fill. 02200 f of 7 E:\0806A Williams Operations Center\Specilications\02200-Earthwork. doc 1.3.2.1. 1.3.2.2. 1.3.2.3. Soil Embankment: Soil embankment shall consist predominantly of materials smaller the 4.75 mm (No.4) sieve in diameter. Soil embankment shall be constructed with moisture density control. Rock Embankment: Rock embankment shall consist of materials with 50 percent or more by weight, at field moisture content, of particles with least dimension diameters larger than 4. 75 mm (No. 4) sieve and smaller than 6 inches. Rock excavation shall be constructed without moisture density control. Rock Fill: Rock fill shall consist of sound, durable stones, boulders, or broken rock not less than 6 inches in dimension. At least 50 percent of the rock shall have a volume of 2 cubic feet or more, as determined by physical or visual measurement. 1.4. Existing Improvements. The Contractor shall restore or protect from damage all existing improvements encountered in performance of the work. Improvements damaged as a result of this work shall be restored to original condition or better, as determined by the Engineer. 1.4.1.1.1. Adjacent property shall be protected by the Contractor from any damage. The Contractor shall be held solely liable for any damage to adjacent property and shall be responsible for all costs resulting from repair of such damage. 1.4.1.1.2. Soil Conditions. It shall be the responsibility of the Contractor to examine soil conditions and characteristics, including the presence of groundwater that will be encountered within the limits of construction. 1.5. Blasting: No blasting shall be permitted without written consent of the Engineer. Blasting shall be done only after Engineer receives permission from the appropriate governmental authority (ies). Blasting shall be performed only by properly licensed, experienced individuals and in a manner such that no damage to any property or persons will occur due to either the blast or debris. Contractor shall provide proof of insurance as required by these Specifications, the governing authority or as required by Engineer prior to any blasting. All damage as the result of blasting shall be repaired, at the Contractor's expense, to the satisfaction of the Engineer. All earth or rock loosened by blasting shall be removed from excavations prior to proposed construction. 2. MATERIALS. (Not applicable). 3. METHODS AND PROCEDURES 3.1. General. 3.1.1. Clearing: Remove all vegetation, stumps, roots, organic matter, debris and other miscellaneous structures and materials from project site. Dispose of off site. 3.1.2. Topsoil Removal: Strip existing topsoil from all areas to be disturbed by construction. Topsoil to be stockpiled separately from excavated materials. 3.1.3. General. The excavations and embankments shall be finished to smooth and uniform surfaces conforming to the typical sections specified. Variation from the subgrade plan elevations shall not be more than 0.10 of a foot. Where bituminous or concrete surfacing materials are to be placed directly on the subgrade, the subgrade plane shall not vary more than 0. 05 of a foot. 02200 2 of 7 E:\0806A Williams Operations Center\Speciflcations\02200-Earthworl<;.doc 3.1.4. Excavation. 3.1.4.1. 3.1.4.2. 3.1.4.3. 3.1.4.4. 3.1.4.5. 3.1.4.6. Unclassified excavation. Excess or unsuitable excavated materials that cannot be used in embankments may be placed on the side slopes of the nearest fill as approved. Intercepting ditches shall be made above the top of cut slopes and carried to outlets near the ends of the cuts. In order to blend the intersection of cut slopes with the slope of the adjacent ground surfaces in a uniform manner, the top of all cut slopes, except those in solid rock, will be flattened and rounded in accordance with typical sections and details specified. Rock excavation. Unless otherwise specified, rock shall be excavated to a minimum depth of 0.5 foot to and a maximum depth of 1.0 foot below subgrade within the limits of the roadbed. Rock removed in excess of 1 foot below subgrade will not be paid for. Backfilling of the depth in excess of 1.0 foot below subgrade will be at the Contractor's expense. Approved embankment material shall be used to bring the rock-excavated areas to subgrade elevations. Borrow. All borrow areas shall be bladed and shaped to permit accurate measurements after excavation is completed. The finished borrow areas to uniform surface and shall be finished so water will not collect or stand therein, unless otherwise specified. If the Contractor places more borrow than specified or approved and causes a waste of roadway excavation, the quantity of waste material will be deducted from the borrow material. Muck. Unsuitable materials encountered in the subgrade shall be removed to depth directed by the Engineer. The excavated area shall be backfilled to the finished graded section with approved material. The Engineer will designate as unsuitable those soils that are detrimental to the roadway and they shall be removed to the depth as determined by the Engineer. All unsuitable material shall be disposed of as directed. Stripping. Overburden shall be removed to the depth required for the production of acceptable material, and at least 5 feet beyond the working limits of the area being excavated. Stockpile Excavated Material. Excavated material to be stockpiled so as not to endanger the work or public safety. Maintain existing vehicular and pedestrian traffic with minimum disruption. Maintain emergency access and access to existing fire hydrants and water valves. Maintain natural drainage courses and street gutters. 3.1.5. Embankment. 3.1.5.1. 3.1.5.2. 3.1.5.3. Embankment construction shall include preparation of the areas upon which embankments are to be placed, construction of dikes, placing and compacting of approved material within roadway areas including holes, pits, and other depressions within the roadway area. Only approved materials shall be used in the construction of embankments and fills. Broken concrete, broken asphalt, or other solid materials more than 6 inches in greatest dimension shall not be placed within embankment areas supporting the roadway shoulders and pavement structure. These embankment areas are defined as the cross-sectional areas of an embankment situated beneath the shoulders and pavement structure and inside the lines projected downward and outward on a one to one slope from the outside edges of the roadway shoulders to their intersection with the base of the embankment Broken concrete, broken asphalt, or other solid materials more than 6 inches in greatest dimension removed on the project may be disposed of in embankment side slope areas not supporting the roadway shoulders and pavement structure as previously defined. These materials shall be placed in layers; the thickness of any 02200 3of7 E:\0806A Williams Operations Center\Specificaliorls\02200 · Earthwork.doc 3.1.5.4. 3.1.5.5. 3.1.5.6. 3.1.5.7. 3.1.5.8. 3.1.5.9. 3.1.5.10. 3.1.5.11. one layer shall be less than one and one half times the following maximum allowable dimensions. Rocks and concrete shall not have any single dimension greater than 2 feet and asphalt shall not have any single dimension greater than 12 inches. Each layer shall be separated by a minimum of 6 inches of compacted and approved embankment material. No layer shall be within the top 2 feet of the subgrade or final finished side slope surface. These materials shall be placed as the embankment is being constructed. Excavation of in-place embankment to accommodate disposal of materials shall not be permitted. When embankment is placed on any slope that is steeper than 4:1, as measured in the steepest direction, the embankment shall be continuously benched as the work is brought up in layers. Benching shall be well keyed and, where practical, a minimum of 8 feet wide. Each horizontal cut shall begin at the intersection of the original ground and the vertical sides of the previous bench. Excavation from benching shall be compacted along with the new embankment material at the Contractor's expense. Embankment shall be placed in horizontal layers not to exceed 8 inches loose measurement and shall be compacted as specified before the next layer is placed. Spreading equipment shall be used to obtain uniform thickness prior to compaction. As the compaction progresses, continuous mixing, leveling, and manipulating shall be done to assure uniform moisture and density. Excavated material containing particles greater than 6 inches in greatest dimension shall not be used as embankment material unless designated in the Contract or approved by the Engineer. When the excavated material consists predominately of rock too large to be placed in 8 inch layers, the Engineer may permit the material to be placed in thicknesses up to the average rock dimension, not to exceed 3 feet. Each layer shall be leveled and smoothed by distribution of finer material or approved embankment material. If the use of leveling equipment is not practicable, the Engineer may permit rock fill material to be cast or end dumped. In such cases sufficient hand or machine work will be required to construct a compact, stable fill and to finish the slopes to a neat and smooth appearance. No nesting of rock material will be allowed. Rock fill, claystone, or soil-like non-durable shale shall not constructed above an elevation 2 feet below the finished subgrade. The top 2 feet of the embankment shall be placed in layers not exceed 8 inches loose thickness and compacted accordingly. When rock fill is placed over any structure, the structure shall be covered with a minimum of 2 feet of compacted embankment material or other approved material prior to rock fill being placed. If embankment can only be placed on one side of structures such as retaining walls, abutments, wing walls, piers, culvert headwalls, etc., compaction shall be accomplished without overturning of or placing excessive pressure against the structure. When noted on the plans, the fill adjacent to the abutment of a bridge shall not be placed higher than the bottom of the backwall until the superstructure is in place. When embankment is placed on both sides of a concrete wall or box type structure, the embankment shall be brought up equally on both sides of the structure. Where embankment is to be placed and compacted and end dumping is permitted, the slopes of the original ground or embankment shall be deeply plowed or cut into before starting end dumping. Free running water shall be drained from the material before material is placed on the roadway. During the construction of the roadway, the roadbed shall be 02200 4 of7 E:\0806A Williams Operations Center\Specificalions\02200-Earthwork.doc maintained so that it is well drained at all times. 3.1.5.12. Frozen materials shall not be used in construction of embankments. 3.1.6. Compaction Requirements and Treatment of Cut Areas 3.1.6.1. 3.1.6.2. 3.1.6.3. 3.1.6.4. 3.1.6.5. Soil Classification (AASHTO M 145) A-1 A-3 A-2-4 A-2-5 All Others 3.1.6.6. Soil embankments shall be constructed with moisture and density control, and the soil upon which the embankments are to be constructed shall be scarified to a depth of 6 inches and compacted with moisture and density control. The moisture content of the soil at the time of compaction shall be as specified or directed. Material shall be removed from the full width of roadbed in all cut sections to the designated depth. The soil below the designated depth shall be thoroughly scarified to a depth of 6 inches and the moisture content increased or reduced as necessary, to obtain the moisture content specifications. The scarified layer shall then be compacted to the relative compaction specified. All embankment material shall be compacted to specified relative compaction. Maximum dry density of all soil type encountered or used will be determined in accordance with AASHTO T 99, AASHTO T 180, or a modification thereof. The amount of water to be used in compacting A-2-6, A-2-7, A-4, and A-6 through A-7 soils shall not deviate from optimum on the dry side by more than two (2) percentage points as determined by AASHTO T 99, AASHTO T 180, or a modification thereof. A-4 soils which are unstable at the above moisture content shall be compacted at a lower moisture content to the specified density. The amount of water used in compacting all other soils shall be as required to obtain the percent relative compaction required. The percent of relative compaction specified shall be equal or greater than minimum values as shown in the following table for the various classes of soil and type of compaction. AASHTOT99 AASHTOT 180 Minimum Relative Compaction(%) Minimum Relative Compaction(%) 100 95 100 95 100 95 100 95 95 90 Construction of embankments without moisture and density control. Rock embankment material shall be placed in layers in accordance with subpart 3.1.5.6. Each layer of rock embankment material· shall be compacted by routing construction equipment, compactors, or both, uniformly over the entire surface of each layer before the next layer is placed. At least one compactor shall be simultaneous operation with each rock embankment placement operation. Each layer of rock embankment shall not covered by another layer until the Engineer is satisfied that adequate compaction has been obtained. If the Engineer determines that the compactive effort is unsatisfactory, the Engineer may order the Contractor to compact the unsatisfactory area by a minimum of two (2) additional passes using approved compaction equipment 02200 5 of7 E:\0806A Williams Operations Cenler\Speciflcations\02200-Earthwork.doc 4. QUALITY CONTROL -FIELD 4.1. Compaction. It should be fully understood that it will be the sole responsibility of the Contractor to achieve the specified densities for all embankment material placed. The Contractor will be responsible for ensuring that correct methods are being used for the placement and compaction of said materials. Correct placement and compaction methods include, but are not limited to: 4.1.1. Use of proper equipment for existing soil condition encountered. 4.1.2. Moisture content of existing soils; determination if water should be added or if soil should be air dried to reduce moisture content. 4.1.3. Thickness of loose lift. 4.1.4. Contractor may, at his own expense, have an approved geotechnical engineer monitor the methods of placement and compaction used to ensure that the desired densities are being obtained. 4.1.5. Inspection and testing will be performed as directed by the Engineer. Testing will be conducted as a quality assurance check to verify the Contracto~s compliance with the standards indicated in the Specifications. 4.2. Inspection and Testing. Inspection and testing to be performed at the direction of the Engineer. The Contractor shall cooperate fully with all persons engaged in testing. The Contractor shall excavate as required allowing testing. The Contractor shall backfill all test excavations in accordance with these Specifications. Any areas which require a specified density, including fill, backfill, trenches, embankments, road base, hot bituminous pavement, backfill for structures, shall be tested. 4.3. Density Testing and Control: 4.3.1. Reference Standards: Density/moisture relationships to be developed for all soil types encountered according to ASTM D698 or AASHTO T99. 4.3.2. Field Testing: Testing for density during compaction operations to be done in accordance with ASTM D2922 using nuclear density methods. 4.3.3. Frequency of Testing: Minimum of one (1) test every 2000 cubic yards or fraction thereof of testable materials and/or a minimum of one (1) test per lift or as directed by Engineer. The Contractor to excavate to depths required by Engineer for testing and backfill test holes to density specified. Testing to be paid for by Owner. 4.3.4. Retesting: In the event of failure to meet compaction criteria, the Contractor shall re- excavate and re-backfill at direction of Engineer. All retesting to be paid for by Contractor and to be performed by soils testing firm approved by the Engineer. 4.4. Payment for Testing: Owner responsible for all costs of initial moisture and density control testing. Contractor to pay all costs of any retesting required. 5. MEASUREMENT AND BASIS OF PAYMENT 5.1. Measurement 5.1.1. Measurement for payment of excavation will be by the cubic yards of materials excavated. The quantities for payment will be computed by average end area method from surveys conducted before and after excavation. These measurements will include unclassified excavation, rock excavation, borrow, muck, or other unsuitable excavation. 5.1.2. Measurement for payment of embankment materials will be by the cubic yards of materials placed. The quantities for payment will be computed by average end area method from surveys conducted before and after placement. 02200 6of7 E:\0806A Williams Operations Center\Speeifications\02200-Earthwork.doc 5.1.3. Overexcavation: Overexcavation for the Contractor's convenience or due to error or lack of control by the Contractor will not be measured for payment. At the discretion of the Engineer, such overexcavation shall be backfilled with compacted embankment material, at the expense of the Contractor. 5.2. Payment 5.2.1. Payment for excavation will be by the applicable unit prices per cubic yard quoted therefore in the Bid Schedule. The prices quoted shall include full compensation for excavating, hauling, and placing the excavated materials in their final locations including . stripping, grading, shaping, preparing subgrade, moisture conditioning, compacting, temporary stockpiling and required rehandling. 5.2.2. Payment for embankment material placement will be by the applicable unit prices per cubic yard quoted therefore in the Bid Schedule. The prices quoted shall include full compensation for placing and compacting the materials in their final location including stripping, grading, shaping, preparing subgrade, moisture conditioning, and compacting. End of Section 02200 7 of 7 E:\0806A Williams Operations Center\Specifications\02200-Earthworkdoc SECTION 02221 TRENCHING, BACKFILLING AND COMPACTION 1. GENERAL 1.1. Scope. Work to be performed under this section shall include all labor, materials, equipment, tools and accessories required to perform all excavation, backfilling and compaction of underground pipelines, conduits, cables and appurtenances shown on the Drawings and specified herein. 1.1.1. All work within the rights-of-way of the Federal Government of the Colorado Division of Highways, Owner Governments, or Municipal Governments shall be done in compliance with requirements issued by those agencies. All such requirements shall take precedence over these Specifications. It shall be the Contractor's responsibility to secure all required excavation permits and pay all costs thereof. Contractor will be required to obtain necessary road cut permits. 1.2. Related Work Specified Elsewhere. 1.2.1. Section 02222-Embedment and Base Course Aggregate 1.2.2. Section 02555-Water Transmission and Distribution Lines 1.2.3. Section 02560 -Sanitary Sewer lines 1.3. Field Conditions. 1.3.1. Existing Utilities. Underground utilities, except service lines, known to the Engineer have been shown on the Drawings. Locations are approximate only and may prove to be inaccurate. The Contractor is responsible for verification of the existence, location, and protection of all utilities within the construction area. 1.3.1.1.1. Before commencing with work, the Contractor shall notify all public and private companies who may have utilities within the project limits. The Contractor shall coordinate with these entities all excavation performed. The Contractor shall obtain all permits required by utility owners. 1.3.1.1.2. In the event of damage to any existing utility, the Contractor shall be solely responsible for the repair and payment for repair of all such damage. 1.3.1.1.3. The Contractor shall make arrangements for and pay all costs for relocation of utilities requiring relocation as indicated on the Drawings. Should utility obstructions, not shown on the Drawings, be encountered and require relocation, the Contractor shall notify the Owner and the Engineer and shall make arrangements necessary for such relocation. The Owner shall pay the costs for such relocation. 1.3.2. Existing Improvements. The Contractor shall restore or protect from damage all existing improvements encountered in performance of the work. Improvements damaged as a result of this work shall be restored to original condition or better, as determined by the Engineer. 1.3.2.1.1. Adjacent property shall be protected by the Contractor from any damage. The Contractor shall be held solely liable for any damage to adjacent property and shall be responsible for all costs resulting from repair of such damage. 02221 1 of8 E:\0806A Williams Operations Center\Specifications\02221-Trertching, Backfilling, Compac~ng_doc 1.3.2.1.2. Soil Conditions. It shall be the responsibility of the Contractor to examine soil conditions and characteristics, including the presence of groundwater that will be encountered within the limits of construction. 1.4. Protection of Work 1.4.1. Safety. All excavation shall be protected by barricades, lights, signs, etc., as required by governing federal, state, and local safety codes and regulations. 1.4.2. Sheeting, Shoring and Bracing. Where trench walls are not excavated at a stable slope, the Contractor shall provide and maintain support sufficient to prevent caving, sliding or failure and property or bodily damage. Any damage due to inadequate support shall be repaired at the sole expense of the Contractor. 1.4.3. Under normal construction conditions, support shall be removed as work progresses. Support shall remain installed if directed by the Engineer or if pipe does not have sufficient strength to support backfill based on trench width as defined by the sheeting. Sheeting shall not be removed after the start of backfilling. 1.4.4. Use of a movable trench shield or coffin box will not be allowed where pipe strength is insufficient to support backfill as defined by the trench width after the trench shield is removed. 1.4.5. The Contractor shall be held solely responsible for any violation of applicable safety standards. Particular attention is called to minimum requirements of OSHA and COSH (Colorado Occupational Safety and Health). 1.4.6. Site Drainage. Excavation to be protected from any source of surface water and storm water runoff at all limes. At no time shall excavated area be allowed to fill with storm water runoff. Contractor shall provide proper, temporary drainage structures at their cost to detour runoff from excavated areas. 1.5. Blasting: No blasting shall be permitted without written consent of the Engineer. Blasting shall be done only after Engineer receives permission from the appropriate governmental authority (ies). Blasting shall be performed only by properly licensed, experienced individuals and in a manner such that no damage to any property or persons will occur due to either the blast or debris. Contractor shall provide proof of insurance as required by these Specifications, the governing authority or as required by Engineer prior to any blasting. All damage as the result of blasting shall be repaired, at the Contractor's expense, to the satisfaction of the Engineer. All earth or rock loosened by blasting shall be removed from excavations prior to proposed construction. 1.6. Construction in Streets: When construction operations are located within streets make provisions at cross streets and walks for free passage of vehicles and pedestrians. Do not block streets or walks without prior approval. 1.7. Submittals. 1.7.1. Bedding Material 1.7.1.1. Submit sieve analysis 1.7.2. Select Fill 1.7.2.1. Submit sieve analysis 2. MATERIALS 2.1. Embedment Material Pipe line embedment material shall comply with the appropriate classes as listed below and as illustrated in the Construction Drawings: 02221 2 of8 E:\0806A Williams Operations Cen\er\Specifications\02221 -Trenching, Backfilling, Compacting.doc 2.1.1. Class A-Use where improper trenching or unexpected trench conditions require its use as determined by the Engineer. 2.1.1.1. Characteristics -Concrete cradle foundation with densely compacted Class 6 aggregate base backfill to 12 inches above top of pipe, or densely compacted Class 6 aggregate granular foundation with concrete arch cover to 6 inches above top of pipe. 2.1.2. Class B -Use for all PVC, DIP, CMP and concrete pipe under normal construction conditions. 2.1.2.1. Characteristics -Densely compacted Class 6 aggregate granular foundation of depth shown on Typical Details with densely compacted Class 6 aggregate 12 inches above top of pipe. 3/4" screened rock shall not be used unless approved by the Engineer. 2.2. Select Material. Subject to approval by the Engineer, select material shall be allowed in place of the aggregate backfill for Class B when excavation and soil conditions allow, but only if approved by Engineer. Contractors shall bid project based upon Class B. If Class A or select material is used, price adjustments shall be made. 2.2.1. Characteristics-Soil materials free from rocks, clods, and organic material. 2.3. Concrete for Embedment. Shall be 2000-psi concrete (28-day compressive strength). 2.4. Backfill Material 2.4.1. Characteristics -Native materials free from debris, organic matter, and frozen material. Uniformly graded sufficient to allow proper compaction. 2.4.2. Gradation-No boulders greater than 4 inch diameter in top or bottom 12 inches of backfill. 2.4.3. Generally no boulders greater than 12-inch diameter in remainder of trench. Limited number of boulders not exceeding 24-inch diameter to be allowed at discretion of Engineer provided boulders can be uniformly dispersed and will not interfere in compaction effort. 3. METHODS AND PROCEDURES 3.1. Site Preparation 3.1.1. Clearing: Remove all vegetation, stumps, roots, organic matter, debris and other miscellaneous structures and materials from project site. Dispose of off site. 3.1.2. Topsoil Removal: Strip existing topsoil from all areas to be disturbed by construction. Topsoil to be stockpiled separately from excavated materials. 3.1.3. Pavement Removal: See Section 02101-Removal of Structures and Obstructions. 3.2. Trench Excavation 3.2.1. Limits of Excavation. Trenches to be excavated along lines and grades shown on the Drawings, or as modified in the field by the Engineer. Trench widths for pipe loading to be measured 12 inches above top of pipe. 3.2.1.1. 3.2.1.2. Minimum trench width to be the outside diameter of the pipe or conduit plus 16 inches. Maximum trench width to be the outside diameter of the pipe or conduit plus 24 inches for all pipes or conduits with outside diameter of 24 inches or less, and plus 30 inches for all pipes or conduits with outside diameters greater than 24 inches. 02221 3 of 8 E:\0806A Williams Operations Center\Specincatkms\02221 -Trenching, Backfilling, Compacting.doc 3.2.1.3. 3.2.1.4. If maximum trench width is exceeded, Contractor will provide at his expense, higher strength pipe, or special bedding including concrete at the direction of the Engineer. Trench excavation not to be completed more than 1 00 feet in advance of pipe installation. Backfill to be completed within 100 feet of pipe installation. 3.2.2. Asphalt/Concrete removal: Cuts in asphalt or concrete pavement or sidewalks shall be not larger than necessary to provide adequate working space for proper installation of pipe and appurtenances. Cutting shall be started with a concrete saw in a manner which will provide a clean groove at least 1 Y, inches deep along each side of the trench and along the perimeter of cuts for structures. Pavement over trenches excavated for pipelines shall be removed so that a shoulder not less than 12 inches in width at any point is left between the cut edge of the pavement and the top edge of the trench. Where necessary, trench banks may be sloped back as needed, and the width of pavement removed shall be adjusted accordingly. Trench width at the bottom shall not be greater than at the top and no undercutting will be permitted. Pavement cuts shall be made to and between straight and accurately marked curbed lines which, unless otherwise required, shall be parallel to the centerline of the trench. Temporary pavement patches shall contain a minim of 3 inches of cold mix as noted in the standard details-typical pavement section. 3.2.3. Groundwater Control: Contractor to maintain facilities on-site to remove all groundwater from trench and keep water at least 12 inches below the trench bottom to a point such that a firm base for pipe or conduit installation exists. Facilities shall be maintained until all concrete is cured and backfilling is in place at least 24 inches above anticipated water levels before water removal is discontinued; all water removal shall be subject to approval by the Engineer. 3.2.4. Stockpile Excavated Material: Excavated material to be stockpiled so as not to endanger the work or public safety. Maintain existing vehicular and pedestrian traffic with minimum disruption. Maintain emergency access and access to existing fire hydrants and water valves. Maintain natural drainage courses and street gutters. 3.2.4.1. Backfill material to be segregated from stockpiled topsoil and unusable backfill materials. 3.2.5. Excavation for Appurtenances: Excavation to be done in accordance with these Specifications and as shown on the Drawings. Adequate working clearances to be maintained around appurtenances. Provisions for base and bottom preparations shall apply to all appurtenances. 3.2.5.1. Precautions to be taken to maintain trench widths in the vicinity of adjacent pipelines . and conduits. 3.3. Creek, stream, river crossings: At each crossing where indicated on plans a one foot high and four foot wide berm shall be constructed adjacent and parallel to the top of each bank, so runoff will flow along the berm and be deflected to undisturbed vegetated area before entering the water way. 3.3.1. Vegetation removal: To prevent erosion of waterway banks at points were the excavation crosses, the removal of trees and vegetation along the banks shall be minimized. A tree removal plan shall be approved by the Engineer prior to any trees being removed. 3.3.2. Crossing restoration: Restoration of waterway crossings shall begin within a minimum of three (3) days after back fill of trench is complete. Exposed disturbed areas in the waterway crossing shall not remain unprotected for more than seven (7) days. 3.4. Bottom Preparation: 3.4.1. Undisturbed Foundation: Where soils are suitable and have adequate strength, bottom to be graded and hand-shaped such that pipe barrel rests uniformly on undisturbed soil. All rocks or stones which may result in a point bearing on the pipe shall be removed. 02221 4 of8 E:\0806A Williams Operations Cen\er\Specifications\02221-Trenching, Backfilling, Compacting. doc 3.4.1.1. Undisturbed grades shall be within 0.1 feet ± tolerance. Soils for final pipe grade placed within these limits shall be fine granular (1 00% passing No. 4 sieve) or may be native materials, hand compacted to 95% maximum density. 3.4.2. Belr Holes: Material to be removed to allow installation of all fitting and joint projections without affecting placement of pipe. 3.4.3. Over excavation: Whenever trench is over excavated to eliminate point bearing by rocks or stones or when undisturbed grade tolerances of 0.1 feet are exceeded, the Contractor is to re-establish grade using Class 6 aggregate bedding material. Compaction shall be 95% maximum density. All work to re-establish grade shall be at the Contractor's expense. 3.4.4. Unstable Materials: Materials which are not capable of supporting superimposed loadings are defined as unstable materials. Should unstable materials be encountered during excavation, immediately notify Engineer. If, in the opinion of the Engineer, unstable soil excavation is required and the Contractor could not have reasonably been expected to discover the existence of such materials during his site investigation, then a contract price for Unstable Soil Excavation shall be negotiated between Owner and Contractor. No payment shall be made for materials excavated prior to notification of the Engineer and negotiation of payment for extra work. 3.4.4.1. Inclusion of a bid item for unstable soil excavation indicates such excavation is anticipated. The Contractor is to notify the Engineer prior to any unstable soil excavation; no payment shall be made for excavation prior to authorization of Engineer. 3.4.5. Rock Excavation: Rock excavation shall be defined as removal of boulders in excess of three (3) cubic yards of solid or fractured rock, which makes hand shaping of the bottom impossible and which requires techniques, such as blasting or jacking for removal, other than those which are being employed by the Contractor or are normally used in trench excavation, such as use of backhoes, trenchers, draglines, etc. Should unanticipated rock conditions be encountered, immediately notify the Engineer. If in the opinion of the Engineer, rock excavation is required and the Contractor has in fact made a diligent and determined effort to remove the material using normal excavation procedures as stated above, and the Contractor could not have reasonably been expected to determine the existence of such material during his site investigation, then a contract price for rock excavation shall be negotiated between the Contractor and the Owner. No payment shall be made for excavation performed prior to determination of a negotiated price. 3.4.5.1. 3.4.5.2. 3.5. Backfilling: Rock shall be removed to a 4 inch depth below grade. Additionally, all rock loosened during jacking, blasting, etc., shall be removed from the trench. For payment purposes, maximum trench width to be paid for shall be as defined in Subsection 3.2.1. Maximum depth to be paid for shall be 12 inches below required grade. All over excavation shall be replaced as specified in Subsection 3.3.3. Inclusion of a bid item for rock excavation indicates such excavation is anticipated. Contractor to notify Engineer prior to any rock excavating; no payment shall be made for excavation prior to notification. 3.5.1. Tamping Equipment: Except immediately next to the pipe, mechanical or air operated tamping equipment is to be used. Hand equipment such as aT-bar is to be used next to the pipe if necessary. Care to be taken when compacting under, along side, and immediately above pipe to prevent crushing, fracturing or shifting of the pipe. The Contractor is to note densities required for materials being backfilled and shall use appropriate approved equipment to obtain those densities. 3.5.1.1. Wheel rolling is not considered to be an adequate compaction technique to meet these Specifications and will not be allowed. Where 85% compaction is required, 02221 5 of8 E:I0806A Williams Operations Center\Specmcations\02221-Trer1clling, Backfilling, Compacting. doc 3.5.1.2. wheel rolling may be considered. Before acceptance, the Contractor shall backfill a portion of the trench and pays for density testing to verify adequacy of the proposed backfill techniques. A hydro hammer may be allowed to obtain the specified density up to 4 feet in depth. The Contractor will be required to re-excavate those areas that have been tamped so that density tests can be taken to insure that the specified density is being obtained full depth. 3.5.2. Moisture Control: Generally maintain moisture of backfill material with ± 2% of optimum moisture content as determined by ASTM D698. Maintain closer tolerances as needed to obtain densities required. 3.5.3. Compaction: Maximum density (100%) based on ASTM D698 or AASHTO T99. 3.5.3.1. 3.5.3.2. 3.5.3.3. 3.5.3.4. 3.5.3.5. 3.5.3.6. Bedding Material: including material used for over-excavation of any kind: 95% Select Material: 95% Backfill beneath existing or proposed pavement, roadways, sidewalks, curbs, utility lines and other improvements or within 5 feet horizontally of such improvements, or within a 1:1 prism from such improvements: 95% Backfill within public or designated right-of-way: 90% or as shown on the Drawings. Backfill within undeveloped, green or undesignated area: 85% Backfill for any fill over over-cut grading in areas of loUhome construction: 95%. 3.5.4. Placing Backfill: The maximum loose lifts of backfill material to be as follows: use smaller lifts where necessary to obtain required densities: 3.5.4.1. 3.5.4.2. Bedding and select material: 6 inches (or see Section 3.3.1 ). Backfill Material: 12 inches where 95% compaction required. 24 inches where less than 95% compaction required. 3.5.5. Backfilling Appurtenances: Backfilling to be done generally at the same time as adjacent pipelines. Backfilling procedure to conform to this section. Use special techniques or materials as shown on drawings. 3.5.6. Disposal of Excess Excavation: Contractor to dispose of excess excavation off-site. The Owner shall have the right to elect to have the excess excavation disposed of at a designated site within the project limits. Excavation may be wasted on-site only if approved by the Engineer. Disposal in any case shall be the sole responsibility of the Contractor. 3.5.7. Jetting: Jetting and water inundation are generally not permitted methods of compaction. The Engineer may allow jetting under certain field conditions. Techniques including depth of lifts, amount of water to be used, penetration of hose jet, etc., shall be at the direction of the Engineer. No jetting will be allowed on materials with a 200 minus gradation of greater than 15%. Contractor shall pay cost of all water used, soil classification testing and a retesting or recompaction required. No jetting shall be done prior to written approval and direction of the Engineer. 3.5.8. Maintenance of Backfill: Contractor to maintain all backfill in a satisfactory condition during the extent of the contract and warranty period. All surface deterioration determined to be the responsibility of the Contractor and all settlement shall be repaired at once by the Contractor upon notice by the Owner. All costs for repair and all liability as a result of surface deterioration or settlement shall be the responsibility of the Contractor. 3.5.9. Clay Barrier Water Stops: Because of the presence of ground water, a clay barrier may be required to be installed full depth in trench in place of all bedding material and backfill. This barrier shall be full depth and two feet thick and installed every 500 lineal feet of trench. Clay barrier installation shall be considered incidental to the pipe installation and not paid for 02221 6of8 E:\0806A Williams Operations Center\Specificatiofls\02221-Trenching, Backfilling, Compacting_doc separately. 3.6. Surface Restoration. All existing surface improvements and site conditions disturbed or damaged during construction to be restored to a condition equal to pre-construction condition. All restoration costs are considered incidental to excavation and backfill. The Contractor shall provide sufficient labor forces and equipment to maintain cleanup operations closely behind pipe laying operations. Every advantage shall be taken of periods of good weather for general cleanup, grading, topsoiling, seeding, sodding etc. Items of work such as manhole construction, road cuts, pavement replacement, and all other restoration work shall not be allowed to lag behind the pipe installation. Special attention shall be given to maintaining road crossings. 3.6.1. Temporarv pavement patches: Patches must be kept flush with adjacent paved surfaces between asphalt paving seasons. Ruts and other depressions caused by settling, vehicular traffic etc. shall be continuously filled and graded for maintenance of smooth traveled surface and minimum inconvenience to the public. 3.6.2. Improvements: Replace, repair, or reconstruct all improvements as required. Work will not be accepted until restoration is accepted by Engineer and all affected property owners. Improvements include, by example, other utilities, culverts, structures, curb and gutter, mailboxes, signs, sprinkler systems, etc. 3.6.3. Final Grading: The Contractor is to re-establish existing final grade or finish final grades as modified and shown on the Drawings. The Contractor is to backfill to proper sub grade elevation with backfill material to allow placement of surface improvements or materials. 3.6.4. Roadways: All roadways to be restored to original condition with material types removed. Embedment and Base Course Aggregate Section 02222. Hot Bituminous Pavement Section 02612. Portland cements Concrete Paving 02614. Additional requirements are: 3.6.4.1. 3.6.4.2. 3.6.4.3. Minimum base course material on gravel roadways or minimum depth gravel on hard surface roadways to be 8 inches, unless shown otherwise on Drawings. Minimum bituminous surfacing to be 3 inches unless shown otherwise on Drawings. Minimum concrete pavement surfacing to be 6 inches, unless shown otherwise on Drawings. 3.6.5. Restoration Monitoring: If in the opinion of the Engineer, cleanup and miscellaneous items of work and construction are lagging, the Contractor will be required to stop pipe installation until such work is caught up. A percentage of the unit and lump sum prices will be withheld from payments for pipe installation, manhole construction etc. in areas where cleanup and restoration have not been completed. This percentage will be in excess of the specified 1 0% retainage for completed work. 4. QUALITY CONTROL-FIELD 4.1. Compaction. It should be fully understood that it will be the sole responsibility of the Contractor to achieve the specified densities for all embedment and backfill material placed. The Contractor will be responsible for ensuring that correct methods are being used for the placement and compaction of said materials. Correct backfill methods include, but are not limited to: 4.1.1. Use of proper equipment for existing soil condition encountered. 4.1.2. Moisture content of existing soils; determination if water should be added or if soil should be air dried to reduce moisture content. 4.1.3. Thickness of backfill lift. 4.1.4. Contractor may, at his own expense, have an approved geotechnical engineer monitor the methods of backfill and compaction used to ensure that the desired densities are being 02221 7of8 E:\0806A Williams Operations Center\Specifications\02221-Trenching, Backfilling, Compacting doc obtained. 4.1.5. Inspection and testing will be performed as directed by the Engineer. Testing will be conducted as a quality assurance check to verify the Contractor's compliance with the standards indicated in the Specifications. 4.2. Inspection and Testing. Inspection and testing to be performed at the direction of the Engineer. The Contractor shall cooperate fully with all persons engaged in testing. The Contractor shall excavate as required allowing testing. The Contractor shall backfill all test excavations in accordance with these Specifications. Any areas which require a specified density, including fill, backfill, trenches, embankments, road base, hot bituminous pavement, backfill for structures, shall be tested. 4.3. Density Testing and Control: 4.3.1. Reference Standards: Density/moisture relationships to be developed for all soil types encountered according to ASTM D698 or AASHTO T99. 4.3.2. Field Testing: Testing for density during compaction operations to be done in accordance with ASTM 02922 using nuclear density methods .. 4.3.3. Frequency of Testing: Minimum of one (1) test every 250 feet of trench per lift or as directed by Engineer. The Contractor to excavate to depths required by Engineer for testing and backfill test holes to density specified. Testing to be paid for by Owner. 4.3.4. Retesting: In the event of failure to meet compaction criteria, the Contractor shall re- excavate and re-backfill at direction of Engineer. All retesting to be paid for by Contractor and to be performed by soils testing firm approved by the Engineer. 4.4. Payment for Testing: Owner responsible for all costs of initial testing of backfill. Contractor to pay all costs of any retesting required. 5. MEASUREMENT AND BASIS OF PAYMENT 5.1. Measurement: Separate measurement for payment will not be made for trenching, backfilling, and compaction specified in this Section. 5.2. Payment: Separate payment will not be made for trenching, backfilling, and compaction in this Section. All costs for such work will be considered to be included in the prices quoted for the applicable related items of work. End of Section 02221 a of a E:\0806A Williams Operatior.s Center\Speclfications\02221 -Trenching, Backfilling, Compacting doc SECTION 02222 BASE COURSE AGGREGATE 1. GENERAL 1.1. Scope. This work shall consist of furnishing and placing one or more courses of aggregate on the prepared surface in accordance with these Specifications in reasonably close conformity with the lines, grades and typical cross sections shown on the drawings or established by the Engineer in the field. 1.1.1. All work within the rights-of-way of the Federal Government of the Colorado Division of Highways, Owner Governments, or Municipal Governments shall be done in compliance with requirements issued by those agencies. All such requirements shall take precedence over these Specifications. It shall be the Contractor's responsibility to secure all required excavation permits and pay all costs thereof. Contractor will be required to obtain necessary road cut permits. 1.2. Related Work Specified Elsewhere. 1.2.1. Section 02201 -Excavation and Backfill for Structures 1.2.2. Section 02221 -Trenching, Backfilling and Compaction 1.2.3. Section 02612-Hot Bituminous Pavement 1.3. Submittals. 1.3.1. Aggregates. Certified statement from independent testing laboratory, acceptable to Engineer, of material compliance. 2. MATERIALS 2.1. Aggregate used for pipeline bedding, base course, and subbase course and as specified by Class in other sections of this Specification shall conform to the gradation schedule shown below. 2.1.1. Bedding: Use Class 6 2.1.2. Classification Table for Aggregate Base Course* Mass percent Sieve size Class 4 Class 5 Class 6 Class 7 *Reproduced from Colorado Department of Highways Standard Specifications for Road and Bridge Construction. 02222 1 of3 E:IOBOOA Williams Operations Center\Specifications\02222-Base Course Aggregate_doc 3. METHODS AND PROCEDURES 3.1. Placing. The base course material shall be placed on the previously prepared subgrade at the locations and in the proper quantities to conform to the typical cross sections as shown on the Drawings and as directed by the Engineer. Placing and spreading shall be done by means of spreader machine, moving vehicle, motor grader or other approved equipment methods. The material shall be placed without segregation. Any segregated areas shall be removed and replaced with uniformly graded material at the Contractor's expense. 3.1.1. The base material may be placed in lifts of up to 6 inches, providing that after compaction, uniform density is obtained throughout the entire depth of the lift. If the required depth exceeds 6 inches, it shall be placed in two or more lifts of approximately equal thicknesses. If uniform density cannot be obtained by 6 inch lifts, the maximum lift shall not exceed 4 inches in final thickness. 3.2. Compacting. Rolling will be continuous until the base material has been compacted to not less than 95% of maximum density as determined by ASTM D698 or AASHTO T99. Water shall be uniformly applied as necessary during compaction to within ± 2% of optimum moisture content and to aid in proper consolidation. The surface of each layer shall be maintained during the compaction operations in such a manner that a uniform texture is produced and the aggregates are firmly keyed. 3.2.1. The finished base course surface shall be smooth and free of ruts and irregularities and true to grade and crown as shown on the plans or as directed by the Engineer. The final surface shall be finished with a surface smoothness tolerance of Y. inch, measured as vertical ordinate from the face to a ten-foot straight edge. The base course shall be maintained in this condition by watering, drying, rolling or blading as necessary, or as the Engineer may direct, until the surface material is placed. All irregularities exceeding the specified tolerance shall be corrected to the satisfaction of the Engineer at no additional cost to the Owner. 4. QUALITY CONTROL-FIELD 4.1. Inspection and Testing. Inspection and testing to be performed at the direction of the Engineer. Contractor to cooperate fully with all persons engaged in testing. Contractor to excavate as required to allow testing; Contractor to backfill all test excavations in accordance to these Specifications. 4.2. Density Testing and Control 4.2.1. Reference Standards: Density/moisture relationships to be developed for all soil types encountered according to ASTM D698 or ASSHTO T99. 4.2.2. Field Testing: Testing for density during compaction operations to be done in accordance with ASTM D2922 using nuclear density methods. 4.2.3. Frequency of Testing: Conduct a minimum of one test for each layer of specified depth of fill or backfill as follows: 4.2.3.1. Foundations: For each 100 lineal feet or less of trench. 4.2.3.2. Slabs on Grade: For each 2,000 square feet or less of building area. 4.2.3.3. Pavement and Walks: For each 2,000 square feet or less. 4.2.3.4. All Other Areas: For each 5,000 square feet or less. 4.2.3.5. Utility Trenches: For each 250 lineal feet or less of trench. 4.3. Payment for Testing. Owner is responsible for all costs of initial testing of backfill. Contractor to pay for all costs of any retesting required due to initial test showing failure to meet specifications. 02222 2 of3 E:\0806A Williams Operations Center\Specifications\02222 -Base Course Aggregate.doc 5. MEASUREMENT AND BASIS OF PAYMENT 5.1. Measurement 5.1.1. Measurement for payment of aggregate base course will be the tons of aggregate base course furnished, placed, and compacted to the nearest .5 ton in close conformity with the lines, grades and typical cross sections shown on the drawings The Contractor shall furnish weigh slips and daily summary weigh slips. 5.1.2. Separate measurement for payment will not be made for furnishing, placing, and compacting aggregate base course for embedment and bedding purposes. 5.2. Payment 5.2.1. Payment for furnishing, placing, and compacting aggregate base course will be by the applicable unit price per ton quoted therefore in the Bid Schedule. The price quoted shall include full compensation for furnishing all labor, materials, equipment, tools, accessories, and incidentals for doing all work involved in furnishing, placing, and compacting of aggregate base course. 5.2.2. Separate payment will not be made for furnishing, placing, and compacting aggregate base course for embedment and bedding purposes. All costs for such work will be considered to be included in the prices quoted for the applicable related items of work. 5.2.3. Water shall not be measured and paid for separately but shall be included in the work. End of Section 02222 3 of3 E:\0806A Williams Operations Center\Speciftcations\02222-Base Course Aggregate.doc SECTION 02223 UTILITY DISTRIBUTION SYSTEMS, CATV, TELECOMMUNICATIONS, ELECTRIC, AND NATURAL GAS 1. GENERAL 1.1. Scope. Work to be performed under this section shall include all coordination with public utility company, labor, materials, equipment, tools and accessories required to perform all installation, excavation, backfilling and compaction of underground pipelines, conduits, pull boxes, cables and appurtenances shown on the Drawings and specified herein. 1.1.1. All improvements to utilities or within the rights-of-way of the Federal Government of the Colorado Division of Highways, Owner Governments, Municipalities, Public Utility Easements, Special Districts, shall be completed in compliance with requirements issued by those agencies. All such requirements shall take precedence over these Specifications. It shall be the Contractor's responsibility to secure all required excavation permits and pay all costs thereof. Contractor will be required to obtain necessary road cut permits. 1.2. Related Work Specified Elsewhere. 1.2.1. Section 02221 -Trenching, backfilling, and compacting 1.2.2. Section 02222-Embedment and Base Course Aggregate 1.3. Field Conditions: 1.3.1. Existing Utilities. Underground utilities, except service lines, known to the Engineer have been shown on the Drawings. Locations are approximate only and may prove to be inaccurate. The Contractor is responsible for verification of the existence, location and protection of all utilities within the project limits. 1.3.1.1.1. Before commencing with work, the Contractor shall notify all public and private companies who may have utilities within the project limits. The Contractor shall coordinate with these entities all excavation performed. The Contractor shall obtain all permits required by utility owners. 1.3.1.1.2. In the event of damage to any existing utility, the Contractor shall be solely responsible for the repair and payment for repair of all such damage. 1.3.1.1.3. The Contractor shall make arrangements for and pay all costs for relocation of utilities requiring relocation as indicated on the Drawings. Should utility obstructions, not shown on the Drawings, be encountered and require relocation, the Contractor shall notify the Owner and the Engineer and shall make arrangements necessary for such relocation. The Owner shall pay the costs for such relocation. 1.3.2. Existing Improvements. The Contractor shall restore or protect from damage all existing improvements encountered in performance of the work. Improvements damaged because of this work shall be restored to original condition or better, as determined and approved by the Engineer. 1.3.2.1.1. Adjacent property shall be protected by the Contractor from any damage. The Contractor shall be held solely liable for any damage to adjacent property and shall be responsible for all costs resulting from repair of such damage. 02223 1 of 10 E:\0806A Williams Operations Center\Specifications\02223 • shallow utilities.doc 1.3.2.1.2. Soil Conditions. It shall be the responsibility of the Contractor to examine soil conditions and characteristics, including the presence of groundwater that will be encountered within the limits of construction. 1.4. Protection of Work 1.4.1. Safety. All excavation shall be protected by barricades, lights, signs, etc., as required by governing federal, state, and local safety codes and regulations. 1.4.2. Sheeting, Shoring and Bracing. Where trench walls are not excavated at a stable slope, the Contractor shall provide and maintain support sufficient to prevent caving, sliding or failure and property or bodily damage. Any damage due to inadequate support shall be repaired at the sole expense of the Contractor. 1.4.3. Under normal construction conditions, support shall be removed as work progresses. Support shall remain installed if directed by the Engineer or if pipe does not have sufficient strength to support backfill based on trench width as defined by the sheeting. Sheeting shall not be removed after the start of backfilling. 1.4.4. Use of a movable trench shield or coffin box will not be allowed where pipe strength is insufficient to support backfill as defined by the trench width after the trench shield is removed. 1.4.5. The Contractor shall be held solely responsible for any violation of applicable safety standards. Particular attention is called to minimum requirements of OSHA and COSH (Colorado Occupational Safety and Health). 1.4.6. Site Drainage. Excavation to be protected from any source of surface water and storm water runoff at all times. At no time shall excavated area be allowed to fill with storm water runoff. Contractor shall provide proper, temporary drainage structures at their cost to detour runoff from excavated areas. 1.5. Blasting: No blasting shall be permitted without written consent of the Engineer. Blasting shall be done only after Engineer receives permission from the appropriate governmental authority (ies). Blasting shall be performed only by properly licensed, experienced individuals and in a manner such that no damage to any property or persons will occur due to either the blast or debris. Contractor shall provide proof of insurance as required by these Specifications, the governing authority or as required by Engineer prior to any blasting. All damage as the result of blasting shall be repaired, at the Contractor's expense, to the satisfaction of the Engineer. All earth or rock loosened by blasting shall be removed from excavations prior to proposed construction. 1.6. Construction in Streets: When construction operations are located within streets make provisions at cross streets and walks for free passage of vehicles and pedestrians. Do not block streets or walks without prior approval. 1.7. Submittals. 1.1.1. Bedding Material 1.1.1.1. Submit sieve analysis 1.7.2. Select Fill 1.7.2.1. Submit sieve analysis 02223 2 of 10 E:\0806A Williams Operations Center\Specifications\02223-shallow utilities. doc 2. MATERIALS 2.1. Telecommunications: 2.1.1. Pipe: PVC schedule 40. Telecommunications Company shall specify size. 2.1.2. Bends: PVC schedule 40. goo bends shall be a sweep type fitting. 2.1.3. Pull boxes: The telecommunication company shall specify type and location. 2.1.4. Pull tape: Shall be one continuous string without any knots or splices. Telecommunications Company shall specify size and type. 2.1.5. Point of contact box: the Telecommunications Company shall supply and install the point of contact box. Location of box is to be coordinated by contractor. 2.1.6. Magnetic locating tape: Type Magna Tee or approved equal. Tape shall be color coordinated with utility it is marking. Tape shall be labeled accordingly to the utility it is marking. Tape shall be spliced with Termi-Foil splice clips or approved equal. Tape shall be two inches wide at a minimum. 2.2. Electric: 2.2.1. Pipe: PVC schedule 40 below ground 2.2.2. Pipe: PVC schedule 80 above ground 2.2.3. Bends: PVC schedule 40. goo bends shall be a sweep type fitting. All bends used to bring conduit to the surface shall be schedule 80 PVC, type sweep. 2.2.4. Pull boxes/vaults: The electric company shall specify type and location. 2.2.5. Pull tape: shall be one continuous string without any knots or splices. Electric Company shall specify size and type. 2.2.6. Meter: the electric company shall specify size and type of meter. Location of meter set is to be coordinated by contractor. 2.2.1. Magnetic locating tape: Type MagnaTec or approved equal. Tape shall be color coordinated with utility it is marking. Tape shall be labeled accordingly to the utility it is marking. Tape shall be spliced with Termi-Foil splice clips or approved equal. Tape shall be two inches wide at a minimum. 2.3. Natural Gas: 2.3.1. Pipe: The natural gas company shall specify type and size. Contractor shall coordinate with natural gas company size and type for service line pipe. 2.3.2. Magnetic locating tape: Type Magna Tee or approved equal. Tape shall be color coordinated with utility it is marking. Tape shall be labeled accordingly to the utility it is marking. Tape shall be spliced with Termi-Foil splice clips or approved equal. Tape shall be two inches wide at a minimum. 2.3.3. Meter: the natural gas company shall supply and install the gas meter. Location of meter set is to be coordinated by contractor. 2.4. CATV: 2.4.1. Pipe: PVC schedule 40. CATV Company shall specify size. 2.4.2. Bends: PVC schedule 40. 90° bends shall be a sweep type fitting. 2.4.3. Pull boxes: The CATV Company shall specify type and location. 2.4.4. Pull tape: Shall be one continuous string without any knots or splices. Telecommunications Company shall specify size and type. 2.4.5. Point of contact box: the CATV Company shall supply and install the point of contact box. Location of box is to be coordinated by contractor. 2.4.6. Magnetic locating tape: Type Magna Tee or approved equal. Tape shall be color coordinated with utility it is marking. Tape shall be labeled accordingly to the utility it is marking. Tape shall be spliced with Termi-Foil splice clips or approved equal. Tape shall be two inches wide at a minimum. 02223 3 of 10 E:I0806A Williams Operations Center\Specifications\02223-shallow utilities_doc 2.5. Embedment Material Pipe line embedment material shall comply with the appropriate classes as listed below and as illustrated in the Construction Drawings: 2.5.1. Class A -Use where improper trenching or unexpected trench conditions require its use as determined by the Engineer. 2.5.1.1. Characteristics -Concrete cradle foundation with densely compacted Class 6 aggregate base backfill to 12 inches above top of pipe, or densely compacted Class 6 aggregate granular foundation with concrete arch cover to 6 inches above top of pipe. 2.5.2. Class B -Use for all PVC, DIP, CMP, and concrete pipe under normal construction conditions. 2.5.2.1. Characteristics -Densely compacted Class 6 aggregate granular foundation of depth shown on Typical Details with densely compacted Class 6 aggregate12 inches above top of pipe. Screened rock shall not be installed unless approved by the Engineer prior to installation. 2.6. Select Material. Subject to approval by the Engineer, select material shall be allowed in place of the aggregate backfill for Class B when excavation and soil conditions allow, but only if approved by Engineer. Contractors shall bid project based upon Class B. If Class A or select material is used, price adjustments shall be made. 2.6.1. Characteristics-Soil materials free from rocks, clods, and organic material. 2.1. Concrete for Embedment. Shall be 2000-psi concrete (28-day compressive strength). 2.8. Backfill Material 2.8.1. Characteristics -Native materials free from debris, organic matter, and frozen material. Uniformly graded sufficient to allow proper compaction. 2.8.2. Gradation-No boulders greater than 4 inch diameter in top or bottom 12 inches of backfill. 2.8.3. Generally no boulders greater than 12-inch diameter in remainder of trench. Limited number of boulders not exceeding 24-inch diameter to be allowed at discretion of Engineer provided boulders can be uniformly dispersed and will not interfere in compaction effort. 3. METHODS AND PROCEDURES 3.1. Connections: 3.1.1. Natural Gas: The gas company shall make all connections, welds, etc. 3.1.1.1. 3.1.1.2. The contractor is responsible for all coordination between the natural gas company and the project requirements for natural gas service. The contractor is responsible for trenching and backfilling of the gas pipeline and gas appurtences. 3.1 .2. Electric: The electric company shall make all connections at their transformers or poles. 3.1.2.1. 3.1.2.2. 3.1.2.3. The contractor is responsible for coordinating with the electric company and project requirements for electric service. The contractor is responsible for conduit, pull boxes/vaults, trenching, and backfill from the building to the transformer or base of pole. Contractor shall not install any pull boxes/vaults in between the meter and the power source supplied by electric company. 3.1.3. Telecommunications: The telecommunications company shall make all connections at their 02223 4 of 10 E:\0806A Williams Operations Center\Speclfica~ons\02223 • shallow ulilities_doc point of connection box. 3.1.3.1. The contractor is responsible for coordinating with the telecommunications company and project requirements for telecommunications service. 3.1.4. CATV: The cable television company shall make all connections at their point of connection box. 3.1.4.1. The contractor is responsible for all coordination between the cable television company and the project requirements for cable television service. 3.2. Site Preparation 3.2.1. Clearing: Remove all vegetation, stumps, roots, organic matter, debris and other miscellaneous structures and materials from project site. Dispose of off site. 3.2.2. Topsoil Removal: Strip existing topsoil from all areas to be disturbed by construction. Topsoil to be stockpiled separately from excavated materials. 3.2.3. Pavement Removal: See Section 02101 -Removal of Structures and Obstructions. 3.3. Trench Excavation 3.3.1. Limits of Excavation. Trenches to be excavated along lines and grades shown on the Drawings, or as modified in the field by the Engineer. Trench widths for pipe loading to be measured 12 inches above top of pipe. 3.3.1.1. 3.3.1.2. 3.3.1.3. 3.3.1.4. 3.3.1.S. Minimum trench width to be the outside diameter of the pipe or conduit plus 16 inches. Maximum trench width to be the outside diameter of the pipe or conduit plus 24 inches for all pipes or conduits with outside diameter of 24 inches or less, and plus 30 inches for all pipes or conduits with outside diameters greater than 24 inches. If maximum trench width is exceeded, Contractor will provide at his expense, higher strength pipe, or special bedding including concrete at the direction of the Engineer. Trench excavation not to be completed more than 100 feet in advance of pipe installation. Contractor shall complete backfill installation within 100 feet of pipe installation. Trenches shall not be left open over night. 3.3.2. AsphaiVConcrete removal: Cuts in asphalt or concrete pavement or sidewalks shall not be larger than necessary to provide adequate working space for proper installation of pipe and appurtenances. Cutting shall be started with a concrete saw in a manner which will provide a clean groove at least 1 Y, inches deep along each side of the trench and along the perimeter of cuts for structures. Pavement over trenches excavated for pipelines shall be removed so that a shoulder not less than 12 inches in width at any point is left between the cut edge of the pavement and the top edge of the trench. Where necessary, trench banks may be sloped back as needed, and the width of pavement removed shall be adjusted accordingly. Trench width at the bottom shall not be greater than at the top and no undercutting will be permitted. Pavement cuts shall be made to and between straight and accurately marked curbed lines which, unless otherwise required, shall be parallel to the centerline of the. trench. Temporary pavement patches shall contain a minim of 3 inches of cold mix as noted in the standard details-typical pavement section. 3.3.3. Groundwater Control: Contractor to maintain facilities on-site to remove all groundwater from trench and keep water at least 12 inches below the trench bottom to a point such that a firm base for pipe or conduit installation exists. Facilities shall be maintained until all concrete is cured and backfilling is in place at least 24 inches above anticipated water levels before water removal is discontinued; all water removal shall be subject to approval by the Engineer. 02223 5of 10 E:\0806A Williams Operations Center\Specifications\02223-shallow utilities.doc 3.3.4. Stockpile Excavated Material: Excavated material to be stockpiled so as not to endanger the work or public safety. Maintain existing vehicular and pedestrian traffic with minimum disruption. Maintain emergency access and access to existing fire hydrants and water valves. Maintain natural drainage courses and street gutters. 3.3.4.1. Backfill material to be segregated from stockpiled topsoil and unusable backfill materials. 3.3.5. Excavation for Appurtenances: Excavation to be done in accordance with these Specifications and as shown on the Drawings. Adequate working clearances to be maintained around appurtenances. Provisions for base and bottom preparations shall apply to all appurtenances. 3.3.5.1. Precautions to be taken to maintain trench widths in the vicinity of adjacent pipelines and conduits. 3.4. Creek. stream. river crossings: At each crossing where indicated on plans a one foot high and four foot wide berm shall be constructed adjacent and parallel to the top of each bank, so runoff will flow along the berm and be deflected to undisturbed vegetated area before entering the water way. 3.4.1. Vegetation removal: To prevent erosion of waterway banks at points were the excavation crosses, the removal of trees and vegetation along the banks shall be minimized. A tree removal plan shall be approved by the Engineer prior to any trees being removed. 3.4.2. Crossing restoration: Restoration of waterway crossings shall begin within a minimum of three (3) days after back fill of trench is complete. Exposed disturbed areas in the waterway crossing shall not remain unprotected for more than seven (7) days. 3.5. Bottom Preparation: 3.5.1. Undisturbed Foundation: Where soils are suitable and have adequate strength, bottom to be graded and hand-shaped such that pipe barrel rests uniformly on undisturbed soil. All rocks or stones which may result in a point bearing on the pipe shall be removed. 3.5.1.1. Undisturbed grades shall be within 0.1 feet± tolerance. Soils for final pipe grade placed within these limits shall be fine granular (1 00% passing No. 4 sieve) or may be native materials, hand compacted to 95% maximum density. 3.5.2. Bell Holes: Material to be removed to allow installation of all fitting and joint projections without affecting placement of pipe. 3.5.3. Over excavation: Whenever trench is over excavated to eliminate point bearing by rocks or stones or when undisturbed grade tolerances of 0.1 feet are exceeded, the Contractor is to re-establish grade using Class 6 aggregate bedding material. Compaction shall be 95% maximum density. All work to re-establish grade shall be at the Contractor's expense. 3.5.4. Unstable Materials: Materials which are not capable of supporting superimposed loadings are defined as unstable materials. Should unstable materials be encountered during excavation, immediately notify Engineer. If, in the opinion of the Engineer, unstable soil excavation is required and the Contractor could not have reasonably been expected to discover the existence of such materials during his site investigation, then a contract price for Unstable Soil Excavation shall be negotiated between Owner and Contractor. No payment shall be made for materials excavated prior to notification of the Engineer and negotiation of payment for extra work. 3.5.4.1. Inclusion of a bid item for unstable soil excavation indicates such excavation is anticipated. The Contractor is to notify the Engineer prior to any unstable soil excavation; no payment shall be made for excavation prior to authorization of Engineer. 3.5.5. Rock Excavation: Rock excavation shall be defined as removal of boulders in excess of 02223 6 of 10 E:\0806A Williams Operations Center\Specifications\02223-shallow utililies_doc three (3) cubic yards of solid or fractured rock, which makes hand shaping of the bottom impossible and which requires techniques, such as blasting or jacking for removal, other than those which are being employed by the Contractor or are normally used in trench excavation, such as use of backhoes, trenchers, drag lines, etc. Should unanticipated rock conditions be encountered, immediately notify the Engineer. If in the opinion of the Engineer, rock excavation is required and the Contractor has in fact made a diligent and determined effort to remove the material using normal excavation procedures as stated above, and the Contractor could not have reasonably been expected to determine the existence of such material during his site investigation, then a contract price for rock excavation shall be negotiated between the Contractor and the Owner. No payment shall be made for excavation performed prior to determination of a negotiated price. 3.5.5.1. 3.5.5.2. 3.6. Backfilling: Rock shall be removed to a 4 inch depth below grade. Additionally, all rock loosened during jacking, blasting, etc., shall be removed from the trench. For payment purposes, maximum trench width to be paid for shall be as defined in Subsection 3.2.1. Maximum depth to be paid for shall be 12 inches below required grade. All over excavation shall be replaced as specified in Subsection 3.3.3. Inclusion of a bid item for rock excavation indicates such excavation is anticipated. Contractor to notify Engineer prior to any rock excavating; no payment shall be made for excavation prior to notification. 3.6.1. Tamoina Equipment: Except immediately next to the pipe, mechanical or air operated tamping equipment is to be used. Hand equipment such as aT-bar is to be used next to the pipe if necessary. Care to be taken when compacting under, along side, and immediately above pipe to prevent crushing, fracturing or shifting of the pipe. The Contractor is to note densities required for materials being backfilled and shall use appropriate approved equipment to obtain those densities. 3.6.1.1. 3.6.1.2. Wheel rolling is not considered to be an adequate compaction technique to meet these Specifications and will not be allowed. Where 85% compaction is required, wheel rolling may be considered. Before acceptance, the Contractor shall backfill a portion of the trench and pays for density testing to verify adequacy of the proposed backfill techniques. A hydro hammer may be allowed to obtain the specified density up to 4 feet in depth. The Contractor will be required to re-excavate those areas that have been tamped so that density tests can be taken to insure that the specified density is being obtained full depth. 3.6.2. Moisture Control: Generally maintain moisture of backfill material with ± 2% of optimum moisture content as determined by ASTM 0698. Maintain closer tolerances as needed to obtain densities required. 3.6.3. Compaction: Maximum density (100%) based on ASTM 0698 or AASHTO T99. 3.6.3.1. 3.6.3.2. 3.6.3.3. 3.6.3.4. 3.6.3.5. 3.6.3.6. Bedding Material: including material used for over-excavation of any kind: 95% Select Material: 95% Backfill beneath existing or proposed pavement, roadways, sidewalks, curbs, utility lines and other improvements or within 5 feet horizontally of such improvements, or within a 1:1 prism from such improvements: 95% Backfill within public or designated right-of-way: 90% or as shown on the Drawings. Backfill within undeveloped, green or undesignated area: 85% Backfill for any fill over over-cut grading in areas of loUhome construction: 95%. 3.6.4. Placing Backfill: The maximum loose lifts of backfill material to be as follows: use smaller 02223 7 of 10 E:\OSOOA Williams Operations Center\Specifications\02223 -shallow utilities. doc lifts where necessary to obtain required densities: 3.6.4.1. 3.6.4.2. Bedding and select material: 6 inches (or see Section 3.3.1 ). Backfill Material: 12 inches where 95% compaction required. 24 inches where less than 95% compaction required. 3.6.5. Backfilling Appurtenances: Backfilling to be done generally at the same time as adjacent pipelines. Backfilling procedure to conform to this section. Use special techniques or materials as shown on drawings. 3.6.6. Disposal of Excess Excavation: Contractor to dispose of excess excavation off-site. The Owner shall have the right to elect to have the excess excavation disposed of at a designated site within the project limits. Excavation may be wasted on-site only if approved by the Engineer. Disposal in any case shall be the sole responsibility of the Contractor. 3.6.7. Jetting: Jetting and water inundation are generally not permitted methods of compaction. The Engineer may allow jetting under certain field conditions. Techniques including depth of lifts, amount of water to be used, penetration of hose jet, etc., shall be at the direction of the Engineer. No jetting will be allowed on materials with a 200 minus gradation of greater than 15%. Contractor shall pay cost of all water used, soil classification testing and a retesting or recompaction required. No jetting shall be done prior to written approval and direction of the Engineer. 3.6.8. Maintenance of Backfill: Contractor to maintain all backfill in a satisfactory condition during the extent of the contract and warranty period. All surface deterioration determined to be the responsibility of the Contractor and all settlement shall be repaired at once by the Contractor upon notice by the Owner. All costs for repair and all liability as a result of surface deterioration or settlement shall be the responsibility of the Contractor. 3.6.9. Clay Barrier Water Stops: Because of the presence of ground water, a clay barrier may be required to be installed full depth in trench in place of all bedding material and backfill. This barrier shall be full depth and two feet thick and installed every 500 lineal feet of trench. Clay barrier installation shall be considered incidental to the pipe installation and not paid for separately. 3.7. Surface Restoration. All existing surface improvements and site conditions disturbed or damaged during construction to be restored to a condition equal to pre-construction condition. All restoration costs are considered incidental to excavation and backfill. The Contractor shall provide sufficient labor forces and equipment to maintain cleanup operations closely behind pipe laying operations. Every advantage shall be taken of periods of good weather for general cleanup, grading, topsoiling, seeding, sodding etc. Items of work such as manhole construction, road cuts, pavement replacement, and all other restoration work shall not be allowed to lag behind the pipe installation. Special attention shall be given to maintaining road crossings. 3.7.1. Temporarv pavement patches: Patches must be kept flush with adjacent paved surfaces between asphalt paving seasons. Ruts and other depressions caused by settling, vehicular traffic etc. shall be continuously filled and graded for maintenance of smooth traveled surface and minimum inconvenience to the public. 3.7.2. Improvements: Replace, repair, or reconstruct all improvements as required. Work will not be accepted until restoration is accepted by Engineer and all affected property owners. Improvements include, by example, other utilities, culverts, structures, curb and gutter, mailboxes, signs, sprinkler systems, etc. 3.7.3. Final Grading: The Contractor is to re-establish existing final grade or finish final grades as modified and shown on the Drawings. The Contractor is to backfill to proper sub grade elevation with backfill material to allow placement of surface improvements or materials. 3.7.4. Roadways: All roadways to be restored to original condition with material types removed. 02223 8 of 10 E:\0806A Williams Operations Center\Speciflcations\02223-shallow ulililies_doc Embedment and Base Course Aggregate Section 02222. Hot Bituminous Pavement Section 02612. Portland cements Concrete Paving 02614. Additional requirements are: 3.7.4.1. 3.7.4.2. 3.7.4.3. Minimum base course material on gravel roadways or minimum depth gravel on hard surface roadways to be 8 inches, unless shown otherwise on Drawings. Minimum bituminous surfacing to be 3 inches unless shown otherwise on Drawings. Minimum concrete pavement surfacing to be 6 inches, unless shown otherwise on Drawings. 3.7.5. Restoration Monitoring: If in the opinion of the Engineer, cleanup and miscellaneous items of work and construction are lagging, the Contractor will be required to stop pipe installation until such work is caught up. A percentage of the unit and lump sum prices will be withheld from payments for pipe installation, manhole construction etc. in areas where cleanup and restoration have not been completed. This percentage will be in excess of the specified 10% retainage for completed work. 4. QUALITY CONTROL-FIELD 4.1. Compaction. It should be fully understood that it will be the sole responsibility of the Contractor to achieve the specified densities for all embedment and backfill material placed. The Contractor will be responsible for ensuring that correct methods are being used for the placement and compaction of said materials. Correct backfill methods include, but are not limited to: 4.1.1. Use of proper equipment for existing soil condition encountered. 4.1.2. Moisture content of existing soils; determination if water should be added or if soil should be air dried to reduce moisture content. 4.1.3. Thickness of backfill lift. 4.1.4. Contractor may, at his own expense, have an approved geotechnical engineer monitor the methods of backfill and compaction used to ensure that the desired densities are being obtained. 4.1.5. Inspection and testing will be performed as directed by the Engineer. Testing will be conducted as a quality assurance check to verify the Contractor's compliance with the standards indicated in the Specifications. 4.2. Inspection and Testing. Inspection and testing to be performed at the direction of the Engineer. The Contractor shall cooperate fully with all persons engaged in testing. The Contractor shall excavate as required allowing testing. The Contractor shall backfill all test excavations in accordance with these Specifications. Any areas which require a specified density, including fill, backfill, trenches, embankments, road base, hot bituminous pavement, backfill for structures, shall be tested. 4.3. Density Testing and Control: 4.3.1. Reference Standards: Density/moisture relationships to be developed for all soil types encountered according to ASTM D698 or AASHTO T99. 4.3.2. Field Testing: Testing for density during compaction operations to be done in accordance with ASTM D2922 using nuclear density methods. 4.3.3. Frequency of Testing: Minimum of one ( 1) test every 250 feet of trench per lift or as directed by Engineer. The Contractor to excavate to depths required by Engineer for testing and backfill test holes to density specified. Testing to be paid for by Owner. 4.3.4. Retesting: In the event of failure to meet compaction criteria, the Contractor shall re- excavate and re-backfill at direction of Engineer. All retesting to be paid for by Contractor and to be performed by soils testing firm approved by the Engineer. 02223 9 of10 E:\0806A Williams Operations Center\Specifications\02223 ~shallow utili~es.doc 4.4. Payment for Testing: Owner responsible for all costs of initial testing of backfill. Contractor to pay all costs of any retesting required. 5. MEASUREMENT AND BASIS OF PAYMENT 5.1. Measurement. 5.1.1. Measurement for payment for furnishing and installing utility distribution systems will be by the linear foot as shown on the contract drawings and as specified and approved by the Engineer. Separate measurement for payment will not be made for trenching, backfilling, and compaction specified in this Section. 5.2. Payment. 5.2.1. Payment and installation of utility distribution systems will be by the unit price per linear foot quoted therefore in the Bid Schedule. The price quoted shall include full compensation for furnishing all materials, labor, equipment, tools, accessories, incidentals, appurtenances and for performing all work including clearing, stripping, trenching, installing, backfilling, compacting, and testing. Separate payment will not be made for trenching, backfilling, and compaction in this Section. All costs for such work will be considered to be included in the prices quoted for the applicable related items of work. End of Section 02223 10 of 10 E:\0806A Williams Operations Center\Specifications\02223-shallow utilities.doc Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY SECTION 02230 -SITE CLEARING A Provide site-clearing. 1.2 QUALITY ASSURANCE Johnson Carter Architects PC 23.7.2008 A Comply with governing codes and regulations. Use experienced workers. PART 2 PRODUCTS 2.1 MATERIALS A Site Clearing: 1. Application: Clearing of designated existing site improvements and landscaping. 2. Type: Tree protection, erosion control, siltation control, and dust control materials suitable for site conditions. PART 3 EXECUTION 3.1 SITE CLEARING OPERATIONS A Protection of existing trees, vegetation, landscaping, and site improvements not scheduled for clearing which might be damaged by construction activities. B. Trimming of existing trees and vegetation as recommended by arborist for protection during construction activities. C. Clearing and grubbing of stumps and vegetation, and removal and disposal of debris, rubbish, designated trees, and site improvements. D. Topsoil stripping and stockpiling. E. Temporary erosion control, siltation control, and dust control. F. Temporary protection of adjacent property, structures, benchmarks, and monuments. G. Temporary relocation of play structures, fencing, and site improvements scheduled for reuse. H. Watering of trees and vegetation during construction activities. I. Removal and legal disposal of cleared materials. 3.2 CLEARING A Prevent damage to existing improvements indicated to remain, including improvements on and off site. Protect existing trees and vegetation indicated to remain. Do not stockpile materials and restrict traffic within drip line of existing trees to remain. Provide and maintain temporary guards to encircle trees or groups of trees to remain; obtain approval before beginning work. B. Water vegetation as required to maintain health. Cover temporarily exposed roots with wet burlap and backfill as soon as possible. Coat cut plant surfaces with 02230-1 Williams Operation Center Parachute, CO approved emulsified asphalt plant coating. Johnson Carter Architects PC 23.7.2008 C. Repair or replace vegetation, which has been damaged, or pay damages. Remove heavy growths of grass before stripping. Stockpile satisfactory topsoil containing no large stones, foreign matter and weeds on site for reuse. D. Completely remove all improvements including stumps and debris except for those indicated to remain. Remove below grade improvements at least 12" below finish grade and to the extent necessary so as not to interfere with new construction. Remove abandoned mechanical and electrical work as required. E. Prevent erosion and siltation of streets, catch basins and piping. Control windblown dust. Remove waste materials and unsuitable soil from site and dispose of in a legal manner. END OF SECTION 02230-2 SECTION 02254 TEMPORARY EROSION CONTROL 1. GENERAL 1.1. Scope. Work to be performed under this section shall include all labor, materials, equipment, tools and accessories required to construct, install, maintain, and remove when required, erosion control measures during the life of the Contract to prevent or minimize erosion, sedimentation, and pollution of waterways. 1.2. Related Work Specified Elsewhere. 1.2.1. Section 02200 -Earthwork 2. MATERIALS 2.1. Erosion Bales: Material for erosion bales shall consist of Certified Weed Free hay or straw. The hay or straw shall be certified under the Colorado Department of Agriculture Weed Free Forage Certification Program and inspected as regulated by the Weed Free Forage Act, Title 35, Article 27.5, CRS. Each certified weed free erosion bale shall identified by one of the following: (1) one of the ties binding the bale shall consist of blue and orange twine or (2) one of the ties binding the bale shall consist of specially produced galvanized shiny wire or (3) the bale shall have a regional Forage Certification Program tag indicating the Regional Forage Certification Program Number. 2.1.1. Erosion bales shall be inspected for and Regionally Certified as weed free based on the Regionally Designated Noxious Weed and Undesirable Plant List for Colorado, Wyoming, Montana, Nebraska, Utah, Idaho, Kansas, and South Dakota. 2.1.2. The Contractor shall not remove the identifying twine, wire, or tags until the Engineer has inspected and accepted the erosion bales. 2.1.3. The Contractor shall provide a certificate of compliance showing the transit certificate number or a copy of the transit certificate as supplied from the forage producer. 2.1.4. Bales shall be approximately 5 cubic feet of material and weigh not less than 35 pounds. 2.2. Silt Fence: Silt fence geotextile material shall conform to the Colorado Department of Transportation, Standard Specifications for Road and Bridge Construction, 1999, subsection 712.08(b). Geotextile shall be attached to posts with three (3) or more staples per post. Wood posts shall have minimum diameter or cross section of 2 inches. Metal posts shall be studded tee or U type with a minimum weight of 1.33 pounds per lineal foot. The minimum length of the posts shall be 42 inches. 2.3. Temporary Berms: Temporary berms shall be constructed of compacted soil. 2.4. Temporary Slope Drains: Temporary slope drains shall consist of materials suitable to carry accumulated water down the slopes. 3. METHODS AND PROCEDURES 3.1. General. 3.1.1. Provide permanent and temporary erosion control measures to m1nrm1ze erosion and sedimentation during and after construction according to contract erosion control plan and 02254 1 of3 E:\0606A Williams Operations Center\Specificalions\02254-Temporary Erosion CQntrol.doc contract permits. Contract permits amend the requirements of this Section. Do not modify the type, size, or location of any control or practice without approval. 3.1 '1 '1' 3.1.1.2. The contract erosion control plan reflects special concerns and measures to protect resources. An alternate erosion control proposal, with all necessary permits, may be submitted for approval. Submit alternate erosion control proposals at least 15 days before their intended use. When erosion control measures are not functioning as intended, immediately take corrective action. 3.1.2. Controls and Limitations on Work. Before grubbing, clearing, and grading, construct all erosion controls around the perimeter of the project including filter barriers, diversion, and settling structures. Construct erosion control and sediment control measures as follows: 3.1.2.1. 3.1.2.2. 3.1.2.3. 3.1.2.4. 3.1.2.5. 3.1.2.6. Construct temporary erosion control in incremental stages as construction proceeds. Construct temporary slope drains, diversion channels, and earth berms to protect disturbed areas and slopes. Construct outlet protection as soon as culverts or other structures are complete. Construct permanent erosion controls including waterways linings and slope treatments as soon as practical or upon completion of the roadbed. Construct and maintain erosion controls on and around soil stockpiles to prevent soil loss. Following each day's grading operations, shape earthwork to minimize and control erosion from storm runoff. 3.1.3. Filter Barriers. Construct silt fences and bales for filtering sediment from runoff and reducing the velocity of sheet flow. 3.1.4. Sediment Retention Structures. Construct sediment retention structures of the following types: 3.1.4.1. 3.1.4.2. Temporary sediment traps. Construct temporary sediment traps to detain runoff from disturbed areas and settle out sediment. Sediment basins. Construct sediment basins to store runoff and settle out sediment for large drainage areas. 3.1.5. Outlet protection. Construct riprap aprons or basins to reduce water velocity and prevent scour at the outlet of permanent and temporary erosion control measures. 3.1.6. Water crossings. Construct temporary culvert pipe at temporary crossings where construction vehicles cross a live waterway. 3.1.7. Diversions. Construct temporary channels, temporary culverts, earth berms, or sandbags to divert water around disturbed areas and slopes. Use temporary channels, temporary culverts, pumps, sandbags, or other methods to divert the flow of live streams for permanent culvert installations and other work. 3.1.8. Maintenance and Cleanup. Maintain temporary erosion control measures in working condition until the project is complete or the measures are no longer needed. Clean erosion control measures when half full of sediment. Use the sediment in the work or dispose of it accordingly. Replace erosion control measures that cannot be maintained and those that are damaged by construction operations. Remove and dispose of temporary erosion control measures when the turf is satisfactorily established and drainage ditches and channels are lined and stabilized. Remove and dispose of erosion control measures accordingly. 02254 2 of3 E:\0806A Williams Operations Center\Specifications\02254-Temporary Erosion COntrol.doc 4. QUALITY CONTROL-FIELD 4.1. Inspection and Reporting. Inspect all erosion control facilities at least every 7 days, within 24 hours after more than 0.5 inches of rain in a 24-hour period. Within 24 hours, furnish inspection reports to the Engineer which includes all of the following: (1) summary of inspection; (2) names of personnel making the inspection; (3) date and time of inspection; (4) observation made; and (5) corrective action necessary, action taken, and date and time of action. 5. MEASUREMENT AND BASIS OF PAYMENT 5.1. Measurement 5.1.1. Measurement for payment of silt fence, temporary berms, temporary diversions, and temporary culvert pipe will by the lineal foot constructed and accepted. 5.1.2. Measurement for payment of erosion control bales and check dams will by the unit constructed and accepted. 5.1.3. Measurement for payment sediment traps and sediment basins will be by the lump sum basis. Measurement for payment will include all work associated with excavation and embankment required to construct sediment traps and sediment basins. 5.2. Payment 5.2.1. Payment for silt fence, temporary berms, temporary diversions, and temporary culvert pipe will be by the applicable unit prices per lineal foot quoted therefore in the Bid Schedule. The prices quoted shall include full compensation for furnish, install, maintain, remove and disposal. 5.2.2. Payment for erosion control bales and check dams will be by the applicable unit prices per each quoted therefore in the Bid Schedule. The prices quoted shall include full compensation for furnish, install, maintain, remove and disposal. 5.2.3. Payment for sediment traps and sediment basins will be by the applicable unit prices per lump sum quoted therefore in the Bid Schedule. The prices quoted shall include full compensation for furnish, install, maintain, remove and disposal. 5.2.4. Progress payment for erosion control measures will be as follows: (1) 75 percent of the unit price for each item will be paid upon installation and approval; and (2) 25 percent of the unit price for each item will be paid when the temporary erosion control measures are removed from the project. 5.2.5. In the case of repeated failures on the part of the Contractor in controlling erosion, sedimentation, or water pollution, the Engineer reserves the right to employ outside assistance or to use Owner forces to provide the necessary corrective measures. Such incurred direct costs, plus project engineering costs, will be charged to the Contractor, and appropriate deduction will be made from the Contractor's monthly progress estimate. End of Section 02254 3 of 3 E:\0806A Williams Operations Cel'\\er\Specifications\02254-Temporary Erosion COntrol. doc SECTION 02555 WATER TRANSMISSION AND DISTRIBUTION LINES 1. GENERAL 1.1. Scope. Work under this Section shall include furnishing all materials, labor, equipment, tools, appurtenances, and miscellaneous items necessary to install, disinfect, and test all raw water and potable water transmission and distribution pipelines and appurtenances as specified herein and shown on the Drawings. 1.2. Related Work Specified Elsewhere. 1.2.1. Section 02221 -Trenching, Backfilling and Compaction 1.2.2. Section 02222 -Base Course Aggregate 1.2.3. Section 02612-Hot Bituminous Pavement 1.3. Submittals. Product data including catalog sheets and descriptive literature shall be submitted for all materials and equipment specified. Submittal shall state manufacturer's compliance with all published standards referenced herein. 1.4. Protection of Work. All pipe, fittings, and equipment shall be carefully handled, stored, and protected in such a manner as to prevent damage to materials. At no time shall such materials be dropped or dumped into trench. 1.4.1. Precaution shall be taken to prevent foreign matter from entering the pipe and fittings prior to and during installation. Place no debris, tools, clothing, or other materials in the pipe during installation. 1.4.2. When pipe installation is suspended, either temporarily or overnight, the open end of the pipe shall be sealed with a watertight mechanical plug to prevent entrance of any fluids, liquids, debris, or foreign matter. A mechanical-type fitting shall be used for this seal. At no time shall duct tape or any other tape be used for this seal. 1.4.3. Under no circumstances shall trench water be allowed to enter the pipeline. When water is present in the trench, the seal shall remain in place until such time the trench is pumped dry. Whenever trench water becomes evident, adequate measures shall be taken to prevent pipe flotation. Contractor shall bear all costs associated with keeping trench free of liquids. 1.4.4. If, in the opinion of the Engineer, the Contractor is incapable of keeping the pipe free of foreign matter during installation, the Engineer shall require the Contractor to cover the pipe ends with closed woven bags until the start of the jointing operation. 1.4.5. In such event that any material other than air enters the pipeline it will be the discretion of the Engineer whether or not the pipeline needs to be televised. If in the event the Engineer decides the pipeline shall be televised the cost of televising shall be the Contractor's responsibility. The Engineer shall be responsible for selecting the televising company and procedure. 2. MATERIALS 2.1. This item covers the types of materials that will be required for the construction and installation of water lines. All materials used shall be new, of the best quality available, and conform to applicable standards as indicated herein. 2.2. Local Jurisdiction Local jurisdiction specifications (i.e., municipality, district, etc.), will govern when two or more alternatives are given in these specifications, or where there is a discrepancy between these specifications and local jurisdiction specifications. 2.3. Ductile Iron Pipe and Fittings 2.3.1. Ductile Iron Pipe. 2.3.1.1. 2.3.1.2. Reference Standard-ANSI 21.51/AWWA C151, latest edition. Thickness Class -52 02555 1 of 12 E:\0806A Williams Operations Center\Speclfications\02555 ·Water Transmission Lines.doc 2.3.1.3. 2.3.1.4. Pipe joints shall be push on joints, except where specifically shown or detailed otherwise. Pressure Rating -350 psi 2.3.2. Ductile Iron Fittings 2.3.2.1. 2.3.2.2. 2.3.2.3. 2.3.2.4. 2.3.3. Joints 2.3.3.1. 2.3.3.2. 2.3.3.3. Type -All fittings shall be mechanical joint, except where specifically shown or detailed otherwise. Reference Standard -ANSI/AWWA C153, latest edition, for flanged, mechanical joint "compact" and push-on joints. Material -Ductile iron Pressure Rating -350 psi Mechanical, Reference Standard-ANSI A. 21.11/AWWA C111, latest edition. Push-on, Reference Standard -ANSI A 21.11/AWWA C111, latest edition. Flanged, Reference Standard -ANSI B 16.1, Class 125 2.3.4. Gaskets 2.3.4.1. 2.3.4.2. 2.3.4.3. Type -Rubber-ring gasket shall be suitable for the specified pipe sizes and pressure Reference Standard-AWWA C111, latest edition. Lubricant-A non-toxic vegetable soap lubricant shall be supplied with the pipe 2.3.5. Protective Coating 2.3.5.1. 2.3.5.2. Underground Service -Manufacturer's standard bituminous coating -minimum one mil thickness. Polyethylene Film Envelope -Polyethylene encasement shall conform to AWWA C105, latest edition, or ANSI A.21.5. Film shall be Class C with a nominal thickness of eight mils. Tape for securing the film shall have a minimum thickness of eight mils and a minimum width of 1 inch. The polyethylene film shall be free of streaks, pinholes, tears, or blisters. 2.3.6. Protective Lining 2.3.6.1. 2.3.6.2. 2.3.6.3. Type -Cement mortar Reference Standard -ANSI A 21.4/AWWA C1 04, latest edition. Thickness-Standard 2.4. Polwinyl Chloride (PVC) Pipe and Fittings. 2.4.1. PVC Pipe 2.4.1.1. 2.4.1.2. 2.4.1.3. 2.4.1.4. 2.4.1.5. 2.4.1.6. 2.4.1.7. Materials -ASTM D1784, Type 1, Grade 1, PVC 1120, 2000-psi design stress. Reference Standard-AWWA C900, latest edition, 4"-12". Class-200 (DR-14), 4" -12". Reference Standard-AWWA C905, latest edition, 14"-36" Class-235 (DR-18), 14"-16" Markings -Manufacturer's name, nominal size, class pressure rating, PVC 1120, NSF logo, identification code. Specialties-Electric tracing wire, 14 gauge solid copper insulated wire. 02555 2 of 12 E:\0806A Williams Qperatior~s Center\Speciflcations\02555-Water Transmission Lines.doc 2.4.1.8. Size-Shall conform to outside diameter of DIP. 2.4.2. Fittings 2.4.2.1. Type -All fittings shall be mechanical joint except where specified or detailed otherwise. 2.4.2.2. 2.4.2.3. 2.4.2.4. 2.4.3. Joints 2.4.3.1. 2.4.3.2. 2.4.3.3. 2.5. Fire Hydrants. Reference Standard-ANSI/AWWA C11 O/A.21.10 or C153/A.21.53, latest edition. Pressure Rating -250 psi. Gasket Reference Standard -AWWA C111, latest edition. Push-on rubber gasket. Gasket Reference Standard-AWWA C111, latest edition. Mega-Lug Series 2000 PV will be used when indicated on Drawings. 2.5.1. Dry Barrel Type 2.5.1.1. 2.5.1.2. 2.5.1.3. 2.5.1.4. 2.5.1.5. 2.5.1.6. 2.5.1.7. 2.5.1.8. 2.5.1.9. 2.5.1.10. 2.6. Valves Reference Standard-AWWA C502, latest edition. Outlet Size -one 4 1/2 inch, two 2 1/2 inch. Hydrant Size-5 1/4 inch. Inlet Size-6 inch. Operation - 1 Y,-inch pentagonal national standard operating nut, open counter clockwise. Special Features -outlet hydrant shall open when turned to the left (counter clockwise). Depth of Bury-As shown on Drawings. Additional Requirements -Furnish hydrant complete with pipe and tee, 6 inch (6") restrained mechanical joint gate valve and thrust blocks. Hydrant shall be restrain- to the hydrant tee by 3/4 inch threaded rods protected from corrosion by the use of an approved bituminous coating. Traffic Model with breakaway bolts and coupling. Manufacturers Reference-Mueller or Kennedy. No other hydrants accepted. 2.5.1. Gate Valves 2.6.1.1. Double Disk 2.6.1.1.1. Size as shown on Drawings. 2.6.1.1.2. Reference Standard-AWWA C500, latest edition. 2.6.1.1.3. Style -Iron body, bronze-mounted, non-rising stern, double disk, parallel seat, NRS valves with 0-ring seals. 2.6.1.1.4. Rotation-Open, left or counterclockwise. 2.6.1.1.5. Pressure rating-200 psi. 2.6.1.1.6. Operator-2" square nut. 2.6.1.1.7. Manufacture(s Reference-Dresser, Kennedy 2.6.1.1.8. Ends -MJ unless specified otherwise on Drawings. 02555 3 of 12 E:I0806A Williams Operations Center\Specific:aUons\02555. Water Transmission Lines_doc 2.6.1.2. Resilient 2.6.1.2.1. Size as shown on Drawings. 2.6.1.2.2. Reference Standard-AWWA C509, latest edition. 2.6.1.2.3. Style -Iron body, bronze stem resilient seat gate valves, lubrication free, unobstructed through port to minimize head loss, entire body encapsulated inside and out with epoxy coating. 2.6.1.2.4. Pressure Rating-200 psi. 2.6.1.2.5. Wrench Nut-2 inch square. 2.6.1.2.6. Manufacturer's Reference -Dresser M&H RSGV. 2.6.1.3. Combination Air Release Valve 2.6.1.3.1. Size-1" Orifice, or as recommended by manufacturer, or detailed on drawings for correct application. 2.6.1.3.2. Inlet -1" Pipe Thread or as recommended by manufacturer or detailed on drawings for correct application. 2.6.1.3.3. Materials 2.6.1.3.3.1. 2.6.1.3.3.2. 2.6.1.3.3.3. 2.6.1.3.3.4. Body-Cast Iron Float-Stainless Steel Seat -Buna-N Lever Frame-Delsrin 2.6.1.3.4. Pressure Rating-250 psi 2.6.1.3.5. Manufacturer's Reference-APCO 2.6.1.3.6. Performance-Permits efficient filling or draining of long pipelines, for protection against vacuum, and will continuously vent pockets of air as they accumulate in pipeline. 2.6.1.4. Pressure Reducing Valves 2.6.1.4.1. All pressure reducing valves shall be Golden-Anderson cushioned, single globe, pilot pattern, hydraulically operated with flanged ends (Figure 4500) or equal. 2.6.1.4.2. The valve body shall be of cast iron ASTM-126 with flanges conforming to the latest ANSI standards. The valve body shall be extra heavy construction throughout. The valve interior trim shall be bronze B-62 as well as the main valve operation. The valve seals shall be easily renewable while no diaphragm shall be permitted within the main valve body. All controls and piping shall be non-corrosive construction. 2.6.1.5. Butterfly Valves, (12"-72") 2.6.1.5.1. Size as shown on drawings. 2.6.1.5.2. Reference standard-C504, latest edition. 2.6.1.5.3. Style -Iron body, rubber-seated, pressure Class 150A, entire body encapsulated inside and out with epoxy coating. 2.6.1.5.4. Pressure Rating -150 psi. 2.6.1.5.5. Wrench Nut-2" square gear operated, open left. 2.6.1.5.6. Manufacturer's Reference-Mueller Lineseallll B-32 12-23. 2.6.1.5.7. Ends-MJ, unless specified on drawings. 02555 4 of 12 E:\0806A Williams Operations Center\Specifications\02555 -Water Transmission Unes.doc 2.1. Valve Boxes. 2.7.1.1. 2.7.1.2. 2.7.1.3. 2.7.1.4. 2.7.1.5. 2.7.1.6. Screw Type-Three Piece Material -Cast Iron Size - 5 1/4 inch diameter Type -Three piece adjustable screw type Cover-Deep socket type with the work "water" cast in the top Base -#160 type with 20.5" bottom opening 2.8. Mechanical Couplings Only M.J. solid sleeves allowed. 2.9. Water Service & Tap Components 2.9.1. Corporation Stops 2.9.1.1. 2.9.1.2. 2.9.1.3. 2.9.1.4. 2.9.1.5. 2.9.1.6. Material -Brass or bronze Size -As shown on Drawings Reference Standard -AWWA C800, latest edition. Thread inlet-Tapered (CC) Type Thread outlet -Copper Service Thread for flared connection. Manufacturer's Reference-Mueller H 15000, Ford F600 2.9.2. Copper Service Pipe 2.9.2.1. 2.9.2.2. Reference Standard -AWWA 75-CR Type K Size -As shown on Drawings. 2.9.3. Curb Box 2.9.3.1. 2.9.3.2. 2.9.3.3. Material -Cast iron box, complete w/lid and red brass screw. Type-McDonald 5605 with stationary rod. Size-1" -1\1,'', depending on local jurisdiction preference. 2.9.4. Curb Stop 2.9.4.1. Materials-Cast bronze body, resilient 0-ring seal, and standard tee-head operator. Teflon ball value. 2.9.4.2. Size -As shown on Drawings. 2.9.4.3. Inlet-Copper service thread for flared connection. 2.9.4.4. Outlet -Copper service thread for flared connection. 2.9.4.5. Manufacturer's Reference-Mueller 300, Ford B22-333, McDonald 6100. 2.9.5. Service Clamps (for use with ductile iron pipe) 2.9.5.1. 2.9.5.2. Materials -Bronze service clamp, 0-ring gasket, double strap, (CC) threads. Manufacturer's Reference-Mueller BR-2 series, Smith Blair 323, or equal. 2.9.6. Service clamps (for use with PVC Pipe): 2.9.6.1. 2.9.6.2. Materials -Bronze service clamp, 0-ring gasket, two section of three section clamp, (CC) threads. Manufacturer's Reference-Mueller H-134 series, Smith Blair 397, or equal. 2.1o.Concrete for Thrust Blocks and Encasing of Pipe. Concrete for thrust blocks and for encasing the water pipe line shall have a 28-day compressive strength of not less than 3000 psi. 02555 5 of 12 E:\0806A Williams Operations Center\Speciflcations\02555-Water Transmission Lines.doc 2.11. Tracer Wire. No. 15 or larger, insulated, stranded copper. All splices to be watertight, underground type, (Tracer wire~ required for ductile iron pipe). 3. METHODS AND PROCEDURES 3.1. Cleaning and Inspection. Clean all pipe, fittings, valves and related material thoroughly of all foreign material and inspect for cracks, flaws or other defects prior to installation. Mark all defective, damaged or unsound materials with bright marking crayon or paint and remove from jobsite. 3.2. Preventive Measures. The Contractor shall take all necessary precautions to prevent any construction debris from entering the water lines during construction of water lines and appurtenances. If this debris should enter the distribution system, the Contractor shall furnish all labor and material necessary to clean the system. Under no circumstances will the Contractor flush the debris into an existing distribution system. 3.3. Contaminated pipeline In such event that any material other than air enters the pipeline it will be the discretion of the Engineer whether or not the pipeline needs to be televised. If in the event the Engineer decides the pipeline shall be televised the cost of televising shall be the Contractor's responsibility due to negligence while constructing the water system. The Engineer shall be responsible for selecting the televising company and procedure 3.4. Verification Verify dimensions and class of all existing and proposed pipe, valves, fittings and equipment prior to installation to ensure the piping system will fit together properly. 3.5. Pipe Embedment. 3.5.1. Placing Embedment Material-Refer to Section 02221 for placement methods. 3.5.2. Embedment Classes -Refer to Section 02222 for embedment materials as listed below. 3.5.3. When drawing details do not delineate a material, use Class 6 aggregate base course, 4" below pipe and 12" above pipe for all pipe materials. Contractor shall compact trench bottom before placing bedding and shall compact bedding. 3.6. Pipe Installation. 3.6.1. Methodology. Pipe shall be laid in straight section with bell ends facing the direction of laying unless otherwise directed by the Engineer. Where pipe is laid on a grade of ten percent (1 0%) or greater, the installation shall proceed uphill with the bell ends facing upgrade. The pipeline shall be installed so that a continuous positive or negative grade is maintained between high and low points to avoid air pockets. Jointing of the pipe shall be made in accordance with the directions of the manufacturer of the pipe and the manufacturer of the coupling. 3.6.1.1. The pipe shall be brought to correct line and grade, and secured in place with the specified bedding material as directed in Section 02221. 3.6.2. Pipeline Depth. As indicated on the Drawings, or as per local jurisdiction, but always below frost level. Depth shall be based on depth below finished grade of a project and not existing grade. 3.6.3. Concrete Encasement. Install concrete encasement where indicated on the drawings or as required by other sections of this Specification. Concrete shall have a three thousand (3000) psi compressive strength. Reinforcing shall consist of four (4) evenly spaced longitudinal No. 4 rebar. 3.6.4. Installation of Ductile Iron Pipelines 3.6.4.1. 3.6.4.2. Pipe Handling. Pipe should be lowered into the trench with ropes, slings or machinery. Under no circumstances should the pipe be pushed off the bank and allowed to fall into the trench. Pipe Laying. Pipe shall be laid in straight sections, in an uphill direction, with bell 02555 6 of 12 E:\0806A Williams Operations Center\Specifications\02555 ·Water Tra11smission Lines doc 3.6.4.3. 3.6.4.4. 3.6.4.5. ends facing in the direction of laying, unless directed otherwise by the Engineer. Jointing of Push-on Joints In joining the pipe, the exterior four inches of the pipe at the spigot end and the inside of the adjoining bell shall be thoroughly cleaned to remove oil, grit, tar (other than standard coating) and other foreign matter. The gasket shall be placed in the bell with the large round side of the gasket pointing inside the pipe so it will spring into its proper position inside the pipe bell. A thick film of the pipe manufacturer's joint lubricant shall be applied to the gasket over its entire surface. The spigot end of the pipe shall then be wiped clean and inserted into the bell to contact the gasket. The pipe shall be forced all the way into the bell by crowbar or by jack and choker slings. Pipe Cutting The cutting of pipe for fittings or closure pieces shall be done in a neat and competent manner without damage to the pipe or lining and to leave a smooth end at right angles to the axis of the pipe. The flame cutting of pipe by means of an oxyacetylene torch will not be allowed. Polyethylene Film Envelope Encase valves and fittings using procedures recommended by manufacturer. 3.6.5. Installation of Polwinyl Chloride (PVC) Pipelines 3.6.5.1. 3.6.5.2. 3.6.5.3. 3.6.5.4. Pipe Handling Pipe should be carefully lowered into the trench to avoid pipe falling into trench. Pipe Laying Pipe shall be laid in straight sections with bell ends facing the direction of laying. When pipe laying is not in progress, the open end of the pipe shall be closed by a mechanical watertight device. Jointing the Pipe The outside of the spigot and the inside of the bell shall be thoroughly wiped clean. Set the rubber ring in the bell with the marked edge facing toward the end of the bell. Lubricate the spigot end using a thin film of the manufacturer-supplied lubricant. Push the pipe spigot into the bell. Position the completed joint so that the mark on the pipe end is in line with the end of the bell. Pipe Cutting The cutting of pipe for fitting or closure pieces shall be done in a neat and competent manner without damage to the pipe and to leave a smooth end at right angles to the axis of the pipe. Bevel the end of the pipe with a beveling tool after the pipe is cut. Place a clearly visible position mark at the correct distance from the end of the field-cut pipe. 3.7. Installation of Pipeline Appurtenances. 3.7.1. General Install all valves, meters, manholes, and other equipment appurtenant to pipeline at the locations indicated on the drawings or as otherwise designated by the Engineer to accommodate field conditions. Record "as-built" measurements prior to backfill referencing all appurtenant equipment to the nearest permanent surface improvement. 3.7.2. Installation of Valves Install valves in the pipeline in the same manner specified for laying and jointing the pipe and in accordance with details included in Drawings. 3.7.3. Valve Boxes Except where specified otherwise, install valve boxes on all buried valves. Install boxes such that no stress is transmitted to the valve. Set boxes plumb and directly over the valve with the top of the box placed flush with the finished grade. Backfill and thoroughly compact around each box. Provide extended stems on valves where required such that the operating nut is not lower than seven feet (7') below finished grade. 3.7.4. Fire Hydrants Install hydrants in accordance with the standard details on the drawings. All tie rods and appurtenances to be completely covered with a bitumastic coating prior to backfill. Hydrant to be set plumb and true to grade. Contractor to bag or cover the fire hydrant that is not in operation. 3.7.5. Reaction Anchor and Blocking Concrete thrust blocks shall be installed as shown in the 02555 7 of 12 E:\0806A W111iams Operations Center\Specifications\02555-Water Transmission Lines.doc details. Included with the Drawings for all tees, elbows, plugs, reducers, valves, fire hydrants and crosses if one or more sides of the cross is plugged. The bearing area of the block shall be at least equal to that stated on the drawings. The bearing surface shall be against undisturbed earth. The block shall be placed normal to the thrust as shown on the drawings. Concrete for thrust blocks shall have three thousand (3000) psi compressive strength. 3.7.6. Material protection from concrete Contractor will be required to use either plywood forms or plastic to protect the nuts and bolts on the fittings when the concrete reaction block is placed. 3.7.6.1. Contractor shall use star clamps or wood blocking as a method of temporary restraint to secure fittings while concrete reaction blocks set up. (Note: Temporary restraint to be used for those cases where a tie-in is being made and the water needs to be turned back on as soon as possible). 3.8. Connection to Existing Water Facilities All main line connections between existing and proposed piping shall be made during non-business hours or at a time, which is acceptable to the Owner. All shut-offs shall be planned 24 hours in advance and all persons affected by the shut-off shall be given a 24 hour notice in the local newspaper and/or local radio at the Contractor's expense. In addition, the Contractor shall personally warn those affected 1 hour before the water is shut off. 3.8.1. The tie-ins between existing and proposed mains shall be made so that both the proposed main and .existing main are in service at the same time. Only after both mains are in service can the individual proposed service lines tie into the existing service line on the building side of the curb valve. The affected property shall be given a minimum of 1-hour notice before the water is shut off. The new line must have passed the pressure testing and bacteriological test prior to connecting the services to the proposed water line. 3.8.2. Remove existing curb boxes and locate new curb boxes on property line whenever possible. Contractor is to provide all necessary fittings needed to reconnect service line on property side of curb box. 3.8.3. Take all precautions to prevent contamination when making connections to existing potable water lines. No trench water, mud or other contaminating substances shall be permitted to enter the pipeline. 3.8.4. Swab the interior of all new pipe, fittings and valves installed in the existing pipeline with a 5 percent (50,000 ppm) chlorine solution prior to installation. After the connection is completed, flush the main to remove all contaminated water. 02555 a of 12 E:I0806A Williams Operations Canter\Specificatior!s\02555-Water Transmission Lines.doc 3.8.5. Take all precautions to remove air from pipeline during and prior to filling of pipe with potable water. Follow table 3.8.5. (a) For fill flow rate guidelines. TABLE 3.8.5.(A) FLOW RATE REQUIRED TO FILL LINE AT ONE FT/SEC • INSIDE DIAMETER FLOW RATE, Q (INCH) (GAUMIN) OR (LITER/MIN) 4 39{148) 6 88 (333) 8 245 (997) 10 353 (1336) 12 480 (1817} 16 627 (2373) 18 793 (3002) 20 979 (3706) 24 1410 (5337) 30 2203 (8339) 36 3173(12011) 3.9. Protection of Water Supplies Water lines shall be located a minimum of ten feet (10') horizontally from existing or proposed sewer mains. Wherever the sewer line crosses above or within eighteen inches (18") beneath the water mains, the sewer line shall be made impervious by the method listed below: 3.9.1. For twenty feet centered over the waterline. 3.9.2. In all cases, select granular backfill shall be used to prevent any settling of the higher pipe. 3.1o.Service Connections Customer service connections shall be installed in accordance with the details set forth on the Drawings. Terminate the service with a curb stop and box and mark with a stake except where shown otherwise on the Drawings. 3.11.Tracer Wire. Tape electrical tracing wire to the top of the pipe at 20-foot intervals to prevent dislocation of the wire during backfilling. Extend wire to ground surface at all valves, fire hydrants, and other locations shown on drawings. The tracing wire shall be brought up on the outside of the valve box. When the wire is within 4" of the top of the lid, the wire shall be brought back inside the box and securely fastened. Provide sufficient slack in the wire outside of the box to compensate for any future adjustment to the valve box. Required on all water mains. 4. FIELD QUALITY CONTROL 4.1. Hydrostatic Tests. Make pressure and leakage tests on all newly laid pipe. Furnish all necessary equipment and material, make all taps in the pipe as required, and conduct the tests. The tests shall be conducted between valve sections of the pipeline, or as approved by the Engineer. The Engineer will monitor the tests. 4.2. Testing equipment. Furnish the following equipment and material for the tests: Amount Description 2 Approved graduated containers 02555 9of 12 E:\0806A Williams Operations Center\Specifications\02555-Water Transmission Lines.doc 2 Pressure gauges 1 Hydraulic force pump approved by the Engineer 1 Additional Y, inch pressure tap for Engineers test gauge 1 Suitable hose and suction pipe as required 4.3. Test Start Time. Conduct the tests after the trench has been partially backfilled with the joints left exposed for inspection, or when completely backfilled, as permitted by the Engineer. Where any section of pipe is provided with concrete reaction blocking, do not make the pressure test until at least 5 days have elapsed after the concrete thrust blocking is installed. If high-early cement is used for the concrete thrust blocking, the time may be cut to 2 days. 4.4. Testing Manner. Conduct pressure test in the following manner, unless otherwise approved by the Engineer: After the trench has been backfilled or partially backfilled as hereinbefore specified, fill the pipe with water, expelling all air during the filling. The test pressure shall be 1 Y, times normal working pressure at the point of lowest elevation of the test gauge. 4.4.1. Duration 4.4.1.1. The duration of each pressure test shall be 2 hours, unless otherwise directed by the Engineer. 4.4.2. Procedure 4.4.2.1. 4.4.2.2. Slowly fill the pipe with water and allow to stand for 24 hours. Expel all air from the pipe. Allow and maintain the specified test pressure by continuous pumping if necessary for the entire test period. The test pressure shall be calculated for the point of lowest elevation, or as specified by the Engineer. The pump suction shall be in a barrel or similar device, or metered so that the amount of water required to maintain the test pressure might be measured accurately. Before the line is pressurized, the Engineer shall verify that all necessary main line valves are open or closed with regard to the section of line being tested. In addition, the Engineer shall verify that all hydrant valves are open. 4.4.3. Leakage 4.4.3.1. Leakage shall be defined as the quantity of water necessary to hold the specified test pressure for the duration of the test period. No pipe installation will be accepted if the leakage is greater than the number of gallons per hour as determined by the following formula: L=( S*D*'-1 P) + 133200 4.4.3.2. In the above formula: 4.4.3.2.1. L = Allowable leakage, in gallons per hour. 4.4.3.2.2. S = Length of tested pipe in feet. 4.4.3.2.3. D = Nominal diameter of pipe, in inches. 4.4.3.2.4. P =Average test pressure during the leakage test, in pounds per square inch gauge. 4.4.4. The pressure testing of water service lines shall follow the same procedure as outlined in the section. In all cases, however, the corporation stop, service line and curb stop shall be visually inspected under full test pressure and any leaks fixed. 4.4.5. Correction of Excessive Leakage 4.4.5.1. Should any test of pipe laid disclose leakage greater than that allowed, locate and repair the defective joints or pipe until the leakage of a subsequent test is within the 02555 10 of 12 E:\0806A Williams Operations Center\Specificalions\02555-Water Transmission Lines.doc specified allowance. 4.5. Disinfection of Potable Water Lines 4.5.1. General. Flush and disinfect potable waterlines in accordance with the procedure set forth in AWWA C601, latest edition, Disinfecting Water Mains. 4.5.2. Temporary equipment and materials Provide temporary blow-offs, pumps, chlorination equipment, chlorine and all other necessary apparatus required. 4.5.3. Water supply Water shall be purchased from municipality or district in which the water system is being constructed. Cost of the water shall be the Contractor's responsibility. 4.5.4. Pipe Cleaning. If the pipe contains dirt or heavy encrusted matter that, in the opinion of the Engineer, will not be removed during the flushing operation, the Contractor shall clean and swab the interior of the pipe with a five percent (50,000 ppm) chlorine solution. 4.5.4.1. Preliminary Flushing. Flush pipeline to disinfection, except when the tablet method is used, to remove all remaining foreign material. The flushing operation shall develop a minimum velocity of 2.5 ft./sec. 4.5.5. Chlorine Application In general, chlorine shall be applied using the continuous feed method. However, on large diameter lines where this would not be practical, the slug method may be used. The tablet method may be used on short extensions (up to 2500 feet) of small diameter mains (12 inches and smaller). 4.5.5.1. Continuous Feed Method Introduce water into the line at a constant rate while adding chlorine at a minimum concentration of 50 mg/1. Maintain the chlorinated water in the pipeline for a minimum of 24 hours after which period the treated water shall contain no less than 25 mg/1 of chlorine throughout the entire length. Repeat the above procedure if the residual at the end of 24 hours fails to meet the minimum concentration. 4.5.5.2. Slug Method Introduce water with a minimum chlorine concentration of 300 mg/1 at a constant measured rate into the pipeline. Apply column or slug of chlorinated water that will, as it passes along the line, expose all interior surfaces for a period of three hours. Check the application at the upstream end of the line. 4.5.5.3. Tablet Method This method shall not be used if trench water or foreign material has entered the line or if the water is below soc (41°F). Because preliminary flushing cannot be used, this method shall only be used when scrupulous cleanliness has been exercised. 4.5.5.3.1. Place tablets in each section of pipe in sufficient number to produce a dose of 50 mg/1. Refer to Table 3 of AWWA C601, latest edition, for the required minimum number of tablets. All tablets within the main must be attached at the top of the pipe. Introduce water into the pipeline at a rate no greater than 1 ft./sec. and retain the water in the pipeline for a period of 24 hours. 4.5.6. Final Flushing After the required retention period, fiush all heavily chlorinated water from the main until the chlorine concentration is no higher than that prevailing in the system, or less than 1 mg/1. 4.5.7. Bacteriologic Tests After completion of the final flushing and prior to placing the pipeline in service collect samples from the end of the line and test for bacteriologic quality to show the absence of coliform organisms. The number and frequency of samples shall conform to the requirements of the Public Health Authority having jurisdiction, but in no case shall the number be less than one for chlorinated supplies. 4.5.7.1. Collect samples in sterile bottles from a standard corporation stop furnished and installed by the Contractor in the main. Do not collect samples using a hose or fire hydrant. 4.5.8. Repetition of Procedure If the original disinfection fails to produce satisfactory samples, 02555 11 of 12 E:\0806A Williams Operations Center\SpecificaUons\02555-Water Transmission Unes.doc repeat the disinfection procedure until satisfactory results are obtained. 5. MEASUREMENT AND BASIS OF PAYMENT 5.1. Measurement 5.1.1. Measurement for payment for furnishing and installing water transmission and distribution lines will be by the linear foot as shown on the contract drawings and as specified and approved by the Engineer. 5.2. Payment 5.2.1. Payment and installation of water transmission and distribution lines will be by the unit price per linear foot quoted therefore in the Bid Schedule. The price quoted shall include full compensation for furnishing all materials, labor, equipment, tools, accessories, incidentals, appurtenances and for performing all work including clearing, stripping, trenching, installing, backfilling, compacting, and testing. End of Section 02555 12 of 12 E:\0806A Williams Operations Center\Spetlfications\02555-Water Transmission Unes_doc SECTION 02700 FINISHED GRADING AND RESTORATION 1. GENERAL 1.1. Scope. Work under this section shall include furnishing all materials, labor, equipment, tools, and incidentals necessary to perform finish grading, restoration of disturbed areas and general clean-up. This shall be a continuous process from project start-up to final acceptance of the Work by the Engineer. 1.2. Related Work Specified Elsewhere. This section pertains to all other sections of these Specifications. 2. MATERIALS (not applicable) 3. METHODS AND PROCEDURES 3.1. General Clean-Up shall include the regrading, resurfacing, rebuilding and replacing of all surfaces, on which construction took place, and rebuilding or replacing any areas disturbed by the construction. The streets or roads where disturbed shall be resurfaced by the Contractor, including both gravel and oil roads, and shall be replaced in as good or better condition than that at the start of construction. The Engineer shall be the sole judge as to whether streets, roads or property have been restored to a condition as good or better than at the start of construction. 3.1.1. The Contractor shall, at all times, keep property on which Work is in progress free from accumulation of waste material or rubbish caused by employees or caused by the Work. 3.1.2. The Contractor shall carry on a constant program to maintain Work area, structure sites, right-of-ways and the surface of streets and roads in a condition satisfactory to the appropriate authority, grantor of the right-of-way, and the Engineer. 3.1.3. Preliminary clean-up shall commence as soon as the construction site is occupied by the Contractor (including his employees, subcontractors, vendors, supplies, materials or equipment) and shall be a continuous process, if necessary, in order that the site of the Work shall have an appearance and/or utility equal to or better than the start of the Work. 3.1.4. Upon completion of the Work, the Contractor shall remove all remaining rubbish, tools, equipment, scaffolds and surplus materials from the job and leave the Work area clean and free of debris. 3.2. General. All driveways, retaining walls, concrete flatwork, curb, curb & gutter, asphalt, drainage ditches, trees, shrubs, and other miscellaneous items shall be returned to as good as or better than original conditions if they are damaged by work performed by the Contractor and/or his subcontractors. 3.3. Private propertv Contractor shall restore all damaged private property to the property owner's requirements. Contractor shall notify the Engineer within one hour of any private property they have damaged. Cost for restoration shall be paid for by the Contractor. 3.4. Landscaping. Not applicable. 3.5. Irrigation Ditches Because of the large amount of lateral irrigation ditches, special care shall be taken to ensure the ditches are restored to pre-existing conditions. 3.5.1. Contactor shall notify Engineer prior to excavating, or damaging any irrigation ditches not delineated on drawings. 3.5.2. Restoration of all irrigation ditches not delineated on plans and damaged by the contractor without the permission of the Engineer shall be paid for by the contractor. The method of restoration shall be approved by the Engineer. 4. FIELD QUALITY CONTROL (not applicable) 02700 1 of2 E:\0806A Williams Operations Center\Specifications\02700-Finish Grading & Restora~on_doc 5. MEASUREMENT AND BASIS OF PAYMENT 5.1. Measurement and Payment 5.1.1. Separate measurement or payment will not be made for work required under this Section. All costs in connection with the work specified herein will be considered incidental to the Contract. End of Section 02700 2 of2 E:\0806A Williams Operations Center\SpedficaUons\02700 ·Finish Grading & Restoration. doc Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY SECTION 03300 CAST-IN-PLACE-CONCRETE Johnson Carter Architects PC 23.7.2008 A. Provide cast-in-place concrete, reinforcing and accessories. 1.2 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Testing: Employ an independent testing agency acceptable to Owner to design concrete mixes and to perform material evaluation tests. Provide 7 and 28 day cylinder tests. ComplywithASTM C 143, C 173, C 31 and C 39. C. Standards: 1. ACI 301, Specifications for structural Concrete for Buildings. 2. ACI 318, Building Code Requirements for Reinforced Concrete, and CRSI Manual of Standard Practice. PART 2 PRODUCTS 2. 1 MATERIALS A. Cast-In-Place Concrete: 1. Application: Slabs on grade and exist slab repair. 2. Finish for Vertical Surfaces Exposed To View: Smooth rubbed finish. 3. Finish for Exterior Concrete Platforms, Steps, Ramps and Sloped Walls: Non-slip broom finish. 4. Cast-In-Place Concrete Reinforcing and Accessories: a. Concrete Design Mixes: ASTM C 94, 28 day compressive strength suitable for project requirements and site conditions. b. Formwork: Plywood or metal panel formwork sufficient for structural and visual requirements. c. Reinforcing Bars: as defined by Structural engineer d. Underlayment Compound: Free-flowing, self-leveling cement-based compound. e. Bonding Compound: Polyvinyl acetate or acrylic base. f. Epoxy Adhesive: ASTM C 881, two-component material. PART 3 EXECUTION 3.1 INSTALLATION A. Comply with ASTM C 94. Do not change mix design without approval. Calcium chloride admixtures are not permitted. B. Chamfer exposed edges/corners to provide straight lines. C. Tolerance: Plus 1/8" in 10" for grade, alignment, and straightness. 03300-1 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 D. Construction Joints: Use keyways, continue reinforcement through joint. E. Coordinate placement of exterior floor grates. F. Isolation Joints: Provide between slabs and vertical elements such as columns and structural walls. G. Control Joints: Provide sawn or tooled joints or removeable insert strips; depth equal to 1/4 slab thickness. Spacing as required and approved. H. Cure and protect work. Report defective work in writing. END OF SECTION 03300-2 Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY SECTION 05530 METAL GRATINGS A. Provide metal gratings, frames and supports. 1.2 SUBMITTALS Johnson Carter Architects PC 23.7.2008 A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Metal Bar Grating Standard: NAAMM MBG 531 "Metal Bar Grating Manual." PART 2 PRODUCTS 2.1 MANUFACTURERS A. Install Balco USA FGDP-1 1/2C-Deep pit floor grid prior to exterior Concrete pour. B. Grid Size: As indicated on drawings PART 3 EXECUTION 3.1 INSTALLATION A. Take field measurements prior to fabrication, where possible. Form to required shapes and sizes with true, straight edges, lines and angles. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. C. Coordinate with work of other sections; provide inserts and templates as needed. Install work plumb and level with uniform appearance. D. Restore damaged finishes and protect work. END OF SECTION 05530-1 Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY A. Provide rough carpentry. 1.2 SUBMITTALS SECTION 06100 ROUGH CARPENTRY Johnson Carter Architects PC 23.7.2008 A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Lumber Standards and Grade Stamps: DOC PS 20, American Softwood Lumber Standard and inspection agency grade stamps. C. Construction Panel Standards: DOC PS 1, U.S. Product Standard for Construction and Industrial Plywood; APA PRP-108. D. Preservative Treatment: AWPA C2 for lumber and AWPA C9 for plywood; waterborne pressure treatment. Provide for wood in contact with soil, concrete, masonry, roofing, flashing, dampproofing and waterproofing. PART 2 PRODUCTS 2.1 MATERIALS A. Rough Carpentry Applications: 1. Miscellaneous Lumber: a. Moisture Content: 19 percent. b. Grade: Standard grade light framing. 2. Building Wrap: a. Material: Air-retarder sheeting made from polyolefins; cross-laminated films, woven strands, or spun-bonded fibers; coated or uncoated; with or without perforations; ASTM E 1677, Type I. 3. Sill Sealer Gaskets: a. Material: Glass fiber strip resilient insulation. 4. Framing Anchors and Fasteners: a. Material: Non-corrosive, suitable for load and exposure. Drywall screws are not acceptable. PART 3 EXECUTION 3.1 INSTALLATION A. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, 06100-1 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 B. Plywood: Comply with applicable recommendations contained in APA Form No. E30K, "APA Design/Construction Guide: Residential & Commercial" C. Provide nailers, blocking and grounds where required. Set work plumb, level and accurately cut. D. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with other work. E. Comply with manufacturer's requirements for cutting, handling, fastening and working treated materials. F. Restore damaged components. Protect work from damage. END OF SECTION 06100-2 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 SECTION 07210-BUILDING INSULATION PART 1 GENERAL 1.1 SUMMARY A. Provide thermal insulation and vapor retarders. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 PRODUCTS 2.1 MATERIALS A. Board Insulation for thermal break: 1. Type: Extruded polystyrene, rigid. Standard: ASTM C 578. B. BlankeVBatt Insulation: 1. Application: Thermal insulation in studs in exterior walls. 2. Application: Acoustic insulation in studs in interior walls. 3. Application: Thermal insulation at underside of roofs, over heated spaces and soffits. 4. Type: Unlaced mineral fiber at walls Standard: ASTM C 665, Type I 5. Type: Vinyl faced mineral fiber at ceiling, white, taped 6. R-Value: As indicated in construction assembly PART 3 EXECUTION 3.1 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. Provide full thickness in one layer over entire area, tightly fitting around penetrations. B. Pour loose insulation into cavities indicated; provide uniform coverage at correct density and thickness. C. Install vapor retarder over entire area of inside face of exterior walls and elsewhere as indicated. Seal all seams and around perimeter and penetrations with duct tape to form a continuous vapor retarder free of holes. D. Protect installed insulation and vapor retarder. END OF SECTION 07210-1 Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY SECTION 07414 WALL PANELS A Provide manufactured wall panels. 1.2 SUBMITTALS Johnson Carter Architects PC 23.7.2008 A Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. C. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. D. Warranty: Submit manufacturers standard warranty. Include labor and materials to repair or replace defective materials. 1. Warranty Period: 10 years. 1.3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 PRODUCTS 2.1 MATERIALS A Metal Wall Panels: 1. Type: Field-assembled wall panels with exposed fasteners. 2. Type: Factory-assembled insulated wall panels with gasketed seams. Manufacturer: API Panels, 2000 Morgan Road, Modesto, CA 95358, 209-531-9091 3. Sheet Materials: Galvanized steel sheet. a. Standard: ASTM A 653, G90 coating, 24 gauge (.0239 inch). 4. Panel Core: Extruded polystyrene board insulation. 5. Panel Finish: Fluoropolymer, 2-coat. for metal panel 6. Panel Finish: Stucco finish , standard color, for insulated panel 7. Panel Supports and Anchorage: a. Wall Girts: Cor Z shaped sections, 16 gauge (.0598 inch) steel, shop painted. b. Flange and Sag Bracing: 16 gauge (.0598 inch) steel, shop-painted. c. Base and Sill Angles: 14 gauge (.0747 inch) galvanized steel. d. Colors: exposed metal accessories shall match panel color. PART 3 EXECUTION 07414-1 Williams Operation Center Parachute, CO 3.1 INSTALLATION Johnson Carter Architects PC 23.7.2008 A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. B. Restore damaged components and finishes. Clean and protect work from damage. END OF SECTION 07414-2 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 SECTION 07540-THERMOPLASTIC MEMBRANE ROOFING PART 1 GENERAL 1.1 SUMMARY A. Provide thermoplastic membrane roofing overlay, insulating substrate, edging, and other accessories. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. C. Warranty: Submit manufacturers standard warranty. Include labor and materials to repair or replace defective materials. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Listing: UL Class A external fire exposure: C. Listing: FM Class I construction. PART 2 PRODUCTS 2.1 MATERIALS A. Thermoplastic Polyolefin Sheet (TPO) Roofing: 1. Manufacturer: Duro-Last Roofing, Inc. 2. Type: Duro-Shield Roofing System. 3. Membrane: TPO, 60 mils, fabric reinforced. white 4. Insulation Profile: cut to span flutes, add another%" substrate layer 5. Prefabricated roof flashings, as required, heat welded. 4010 at rectangular penetrations PART 3 EXECUTION 3.1 INSTALLATION 4070 at round 3040 at Prefabricated Edges A. Provide and inspect substrate and report unsatisfactory conditions in writing. Beginning work means acceptance of substrate. B. Coordinate with Owners Representative and General Contractor regarding all current and anticipated roof penetrations. 07540-1 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 C. Comply with roof system manufacturer's instructions and recommendations; clean, prime and prepare substrate. D. Install insulation with tightly butted joints and neatly fitted around penetrations. E. Begin roof installation only in presence of manufacture~s representative. Minimize seams and shingle overlaps to shed water. F. Install walkway protection over an additional layer of membrane at locations where required to provide access to roof mounted equipment. G. Restore or replace damaged components. Protect work from damage. END OF SECTION 07540-2 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 SECTION 07600-FLASHING AND SHEET METAL PART 1 GENERAL 1.1 SUMMARY A. Provide flashing and sheet metal. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. C. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 PRODUCTS 2.1 MATERIALS A. Flashing and Sheet Metal: 1. Application: Gutters and downspouts. 2. Application: panel to panel transitions. 3. Application: Ridge and soffit vents. 4. Metal: Zinc-coated steel. a. Standard: ASTM A 653, G90 hot-dip galvanized, 2-Coat 70% Fluoropolymer, 20-gauge (.0359 inch). 5. Flexible Sheet Membrane Flashing: Non reinforced flexible black elastic sheet, 50 to 65 mils thick, synthetic rubber. 6. Color: to match adjacent materials or as approved by architect. B. Auxiliary Materials: 1. Solder compatible with metal. 2. Bituminous isolation coating. 3. Mastic and elastomeric sealants. 4. Epoxy seam sealer. 5. Rosin-sized building paper slip sheet. 6. Polyethylene underlayment. 7. Reg lets and metal accessories. 8. Gutter and conductor head guards. 9. Asphaltic roofing cement. PART 3 EXECUTION 3.1 INSTALLATION A. Follow recommendations of SMACNA Sheet Metal Manual. Allow for expansion. 07600-1 Williams Operation Center Parachute, CO Isolate dissimilar materials. Johnson Carter Architects PC 23.7.2008 B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. C. Restore damaged components and finishes. Clean and protect work from damage. END OF SECTION 07600-2 Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY SECTION 07900-JOINT SEALERS A Provide joint sealers and fillers. 1.2 SUBMITTALS Johnson Carter Architects PC 23.7.2008 A Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. 1. Include manufacturers full range of color and finish options if additional selection is required. 1.3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Field-Constructed Mock-Ups: Each joint type. PART 2 PRODUCTS 2.1 MATERIALS A Exterior Joints in Vertical Surfaces, Silicone: 1. Materials: Two component silicone sealant. B. Exterior Joints in Vertical Surfaces, Preformed Compression Seals: C. Interior Joints, Limited Movement, Acrylic: 1. Materials: Acrylic-emulsion, ASTM C 834. D. Interior Joints, Sanitary Silicone: 1. Materials: One-part mildew-resistant silicone sealant, ASTM C 920. PART 3 EXECUTION 3.1 INSTALLATION A Examine substrate; report unsatisfactory conditions in writing. Beginning work means acceptance of substrates. B. Provide sealants in colors as selected from manufacturer's standards. C. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. Clean and prime joints, and install bond breakers, backer rods and sealant as 07900-1 Williams Operation Center Parachute, CO recommended by manufacturers. Johnson Carter Architects PC 23.7.2008 D. Depth shall equal width up to 1/2 inch wide; depth shall equal1/2 width for joints over 1/2 inch wide. E. Cure and protect sealants as directed by manufacturers. Replace or restore damaged sealants. Clean adjacent surfaces to remove spillage. END OF SECTION 07900-2 Williams Trai Center Door Schedule No. Door Size Door Finish Fire Hard ware Remarks Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY SECTION 08110 STEEL DOORS AND FRAMES A. Provide steel doors and frames. 1.2 SUBMITTALS Johnson Carter Architects PC 23.7.2008 A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Standards: ANSI/SDI-100, Recommended Specifications for Standard Steel Doors and Frames. C. Performance Standards: 1. Thermal-Rated Assemblies at Exterior: ASTM C 236 or ASTM C 976. 2. Sound-Rated Assemblies at Mechanical Rooms: ASTM E 1408, and ASTM E 413. PART 2 PRODUCTS 2.1 MATERIALS A. Exterior Steel Doors by Curries: 1. Material: Minimum 16 gauge galvanized steel sheet. 2. Door Thickness: 1-3/4 inches, thermally insulated. 3. Type: As identified on Door Schedule 747 base, 757 acous/insul 4. Finish: Factory primed and field painted. 5. Accessories: a. Glazing stops. b. Silencers. c. Weatherstripping B. Exterior Steel Frames: 1. Material: Minimum 14 gauge galvanized steel sheet. 2. Corners: Mitered or coped. 3. Type: Welded. 4. Finish: Factory primed and field painted. PART 3 EXECUTION 3.1 INSTALLATION A. Fabricate work to be rigid, neat and free from seams, defects, dents, warp, buckle, 08110-1 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 and exposed fasteners. Install doors and frames in compliance with SDI-100, NFPA 80, and requirements of authorities having jurisdiction. B. Provide thermally improved doors with maximum U-value of 0.24 BTU/hr./sq. ft. degree F (ASTM C 236) for all exterior doors and elsewhere as noted. C. Provide acoustically improved doors with minimum STC of 33 (ASTM E 90 and ASTM E 413) where indicated. D. Hardware: Prepare doors and frames to receive hardware on final schedule. Provide for 3 silencers on single doorframes; 2 on double doorframes. E. Shop Finish: Clean, treat and prime paint all work with rust-inhibiting primer comparable with finish paint specified in Division 9 section. Provide asphalt emulsion sound deadening coating on concealed frame interiors. F. Touch-up damaged coatings ready to receive finish painting. END OF SECTION 08110-2 Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY A. Provide wood doors. 1.2 SUBMITTALS SECTION 08210 WOOD DOORS Johnson Carter Architects PC 23.7.2008 A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Quality Standards for Stile and Rail Doors: NWWDA I.S. 6. C. Quality Standards: [NWWDA I.S.1-A, 'Architectural Wood Flush Doors.'] [AWl's 'Architectural Woodwork Quality Standards Illustrated.']. D. Quality Standards: [NWWDA I.S.1-A, 'Architectural Wood Flush Doors.'] [WIC's 'Manual of Millwork.'] E. Fire Rated Wood Doors: Meet NFPA 80 requirements. PART 2 PRODUCTS 2.1 MATERIALS A. Interior Flush Wood Doors: 1. Type: Solid core. 2. Thickness: 1-3/4 inches thick. 3. Grade: Economy with veneer 4. Frames: Knock Down Metal drywall KD C type 5. Face: As selected by Architect from standard finishes 6. Finish Application: Factory finished. a. Glazed panels. b. Transom panels. c. Louvered panels. PART 3 EXECUTION 3.1 INSTALLATION A. Comply with NWMA I.S. 1A and specified quality standard. B. Prefit doors to frames. Premachine doors for hardware listed on final schedules. Factory bevel doors. 08210-1 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 C. Install doors with not more than 1/8 inch clearance at top and sides, 1/4 inch at bottom. Comply with NFPA 80 for rated assemblies. D. Adjust, clean, and protect. END OF SECTION 08210-2 Williams Training Center Window Schedule No. Location Window Size Sill Head Room Type R.O. height height Manuf. Mdl No. Remarks 100 Hallway4 Fixed TypeF 6'-0" X 3'-0" 6'-8" Etco. 101 Hallway4 Fixed TypeF 6' .()" X 3' .()" 6'-8" Etco. 102 Hallway4 Fixed TypeF 6'.()" X 3'.()" 6'·8" Efco. 103 Office 4 Fixed TypeG 3'-Q" X 5'-0" 6'-8" Efco. 104 Conference 2 Fixed TypeG 3'-0" X 5'-0" 6'·8" Efco. 105 Conference 2 Fixed TypeG 3'-Q" X 5' -0" 6'-8" Efco. 106 Office 3 Fixed TypeG 3'.()" X 5'.()" 6'-8" Efco. 107 Office 2 Fixed TypeG 3'.()" X 5'.()" 6'·8" Efco. 108 Office 1 Fixed TypeG 3'-0" X 5'-0" 6'-8" Efco. 109 Maint. Cntr Fixed TypeG 3'-Q" X 5'..0" 6'-8" Etco. 110 Conference 1 Fixed TypeH 3'-0" X 3'...()" 6'-8" Etco. 111 Conference 1 Fixed TypeH 3'.()" X 3'.()" 6'-8" Efco. 112 Office 11 Fixed TypeG 3'.()" X 5'.()" 6'·8" Efco. 113 Office 10 Fixed TypeG 3'.()" X 5'.()" 6'-8" Efco. 114 Office 9 Fixed TypeG 3'.()" X 5'.()" 6'-8" Efco. 115 Office 8 Fixed TypeG 3'-0" X 5'-0" 6'-8" Efco. 116 Office 7 Fixed TypeG 3'.()" X 5'.()" 6'-8" Etco. 117 Office 6 Fixed TypeG 3'.()" X 5'.()" 6'-8" Efco. 118 Office 5 Fixed TypeG 3'-0" xS'-0" 6'-8" Efco. Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY SECTION 08520 ALUMINUM WINDOWS A. Provide aluminum windows. 1.2 SUBMITTALS Johnson Carter Architects PC 23.7.2008 A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. C. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. D. Warranty: Submit manufacturer's standard warranty. Include labor and materials to repair or replace defective materials. E. Maintenance Data: Submit manufacturer's maintenance data, including maintenance schedule. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship. C. Performance: Comply with AAMNNWWDA 101/I.S.2 for grade of window required. PART 2 PRODUCTS 2.1 MATERIALS A. Aluminum Windows by EFCO 1. Construction: Thermal-break type. 2. Aluminum Window Members: Aluminum extrusions. 3. Anchors, Clips, and Window Accessories: Aluminum, nonmagnetic stainless steel, or galvanized steel. 4. Window Operation: Fixed windows. 5. Grade: Commercial. a. Standard: AAMNNWWDA 101/I.S. 2, Grade 40. 6. Glazing: Insulating glass with low-e coating. 7. Glazing Color: Clear glass. 8. Aluminum Finish: Color anodized. PART 3 EXECUTION 08520-1 Williams Operation Center Parachute, CO 3.1 INSTALLATION Johnson Carter Architects PC 23.7.2008 A. Fabricate windows to conform to AAMA standards and accept glass specified. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. C. Operation: Provide locking units with manual operation; provide pole for out of reach hardware. D. Restore damaged finishes and test for proper operation. Clean and protect work from damage. END OF SECTION 08520-2 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 SECTION 08710-DOOR HARDWARE PART 1 GENERAL 1.1 SUMMARY A. Provide door hardware. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. C. Submit for approval hardware schedule proposed for use based on Owner's requirements. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Hardware for Fire-Rated Openings: NFPA 80, and local requirements. C. Materials and Application: ANSI A 156 series standards. PART 2 PRODUCTS 2.1 MATERIALS A. Door Hardware: 1. Manufacturers: Von Duprin 2. Quality Level: Commercial. 3. Locksets and Latchsets: Bored cylindrical type. 4. Lock Cylinders: Interchangeable. 5. Keying: Owner's requirements. 6. Hinges and Butts: Full-mortise type at interior, with nonremovable pins at exterior doors. 7. Closers, Door Control, and Exit Devices: High frequency. 8. Closers, Door Control, and Exit Devices: Barrier-free. 9. Pivots: Offset or center-hung type. 10. Push/Pull Units: Through-bolted type. 11. Hardware Finishes: Satin stainless finish on exposed surfaces. 12. Auxiliary Materials: a. Door Trim Units: Kickplates, edge trim, viewers, knockers, and mail drops. and related trim. b. Stops and overhead door holders. c. Soundstripping. d. Weatherstripping and thresholds. e. Card-operated opening devices by Apex Security 08710-1 Williams Operation Center Parachute, CO PART 3 EXECUTION 3.1 INSTALLATION Johnson Carter Architects PC 23.7.2008 A Follow guidelines of DHI 'Recommended Locations for Builder's Hardware and hardware manufacturers' instructions. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. C. Adjust operation, clean and protect. 3.2 SCHEDULE A Hardware Group EXT1 Hinges Exit Device Rim Cylinder Closer Weatherstrip Door Sweep ADA Threshold Card Reader per schedule B. Hardware Group EXT2 Hinges Exit Device Rim Cylinder Closer Weatherstrip Door Sweep ADA Threshold Card Reader per schedule C. Hardware Group INT1-Standard Office Door Hinges Privacy Lockset Lever Kickplate Silencers Wall stop Card Reader at IT door no. 113 D. Hardware Group INT2-Storage door 08710-2 Williams Operation Center Parachute, CO Hinges Privacy Lockset Lever Kickplate Silencers Wall stop E. Hardware Group INT3-Bathroom Door Hinges Push pull bar set Closer Kickplate Silencers Wall stop F. Hardware Group INT4-Conference Room Door Hinges Privacy Lockset Lever Closer Kickplate Silencers Wall stop END OF SECTION 08710-3 Johnson Carter Architects PC 23.7.2008 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 SECTION 08740-ELECTRO-MECHANICAL HARDWARE PART 1 GENERAL 1.1 SUMMARY A. Provide door operators for power-assisted doors. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 PRODUCTS 2.1 MATERIALS A. Electric Standalone Card Access Locking System: 1. Manufacturers: Contact Apex Security 2. Components: Electric locks, software package, portable programmer, off-line and on-line card reader/controller. PART 3 EXECUTION 3.1 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. B. Adjust operation, clean and protect. END OF SECTION 08740-1 ~Wall Interior 3 5/8" stud, rated wall finish 5/8" type "x" gypsum board 3 5/8" metal wall stud @ 16" o.c. 5/8" type ''x" gypsum board wall finish note: similar to UL Des 419 wall finish 5/8' gypsum board 3 5/8" metal wall stud@ 16" o.c. 3 1/2" acoustic batt insulation 5/8" dura rock full height, wet side tape joints smooth, apply thinset apply wall tile per specifications ~Wall Interior 3 5/8" stud, acoustic wall finish 5/8" gypsum board 3 5/8" metal wall stud@ 16" o.c. 3 1/2" acoustic batt insulation 5/8" gypsum board wall finish ~Wall Interior 3 5/8" stud, wet wall finish 5/8" gypsum board 3 5/8" metal wall stud @ 16" o.c. 5/8" dura rock full height, wet side tape joints smooth, apply lhinset apply wall tile per specifications ~Wall Exterior Furred 21yrs. R-11 batt insulation Steel panel, match existing 6 mil poly vapor barrier metal flashing, match panel color 2" rigid insulation thermal break 6 mil poly vapor barrier 5/8" gypsum board wall finish New 8" pre-engineered wall girt API 2" Insulated wall panel ~Wall Exterior Furred-tile 2 Jyrs. R-11 batt insulation Steel panel, match existing 6 mil poly vapor barrier metal flashing, match panel color 2~ rigid insulation thermal break 6 mil poly vapor barrier 5!8" dura rock full height tape joints smooth, apply thinset apply wall tile per specifications New 8" pre-engineered wall girt API 2" Insulated wall panel IWEF3P I Wall Exterior Furred-plywood back 2 lyrs. R-11 batt insulation Steel panel, match existing 6 mil poly vapor barrier metal flashing, match panel color 2" rigid insulation thermal break. 6 mil poly vapor barrier 5/8" gypsum board, tape joints smooth 518" plywood, painted white New 8' pre-engineered wall girt API 2" Insulated wall panel ~Wall Interior 3 5/8" stud wall finish 5!8" gypsum board 3 5/8" metal wall stud@ 16" o.c. 518" gypsum board wall finish ~· w a w ~ a 0 ~ 0 • ~ ('") ~ 1o ' N :s: w a w ~ a 0 • 0 • '~ '%" ~Furring at interior for Rigid Beam steel center column typical of four wall finish 5/8" type "x" gypsum board 3 5/8" metal furring stud wrap structural component no finish note: Contractor to field verify column width WECF6 \Furring at Interior for Rigid Beam 2" rigid insulation thermal break rigid beam wall finish 5!8" type "x" gypsum board 3 5/8" metal furring stud wrap structural component no finish note: Contractor to field verify column width ~Wall Interior 6" stud, acoustic wall finish 5/8" gypsum board 6" metal wall stud @ 16" o.c. 3 1/2" acoustic batt insulation 5/8" gypsum board wall finish WJM6XW\Walllnterior 6" stud, acoustic wall finish 5/8" type "x" gypsum board 6" metal wall stud@ 16" o.c. 3 1/2" acoustic batt insulation 5!8" dura rock full height, wet side tape joints smooth, apply thinsel apply wall tile per specifications WJM121 \Wall Interior plumbing, acoustic 5/8" dura rock full height, wet s"ide tape joints smooth, app~ thinset apply wall tile per speci 1cations 6" 12 ga. stud !W_ 16" o.c., each side staggered to 12 width o-o 3 1/2" acoustic batt insulation 5!8" dura rock full height, wet side tape joints smooth, app~ lhinset apply wall tile per speci I Cations ffi1tr ~ exterior 0 0 ~ 0 0 0 0 • 1'-y.-' Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 SECTION 09260-GYPSUM BOARD ASSEMBLIES PART 1 GENERAL 1.1 SUMMARY A Provide gypsum board assemblies. 1.2 SUBMITTALS A Product Data: Submit manufacturer's product data and installation instructions for each material and product used. 1.3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Tolerances: Not more than 1/16-inch difference in true plane at joints between adjacent boards before finishing. After finishing, joints shall be not be visible. Not more than 1/8 inch in 10 feet deviation from true plane, plumb, level and proper relation to adjacent surfaces in finished work. PART 2 PRODUCTS 2.1 MATERIALS A Gypsum Board: 1. Application: Interior walls, partitions, and ceilings with tape and joint compound finish. 2. Application: Cementitious backer units for application of tile. 3. Application: Soffit board at exterior ceilings and soffits. 4. Application: Steel framing systems to receive gypsum board. 5. Material Standard: ASTM C1396. 6. Type: Board for tape and joint compound finish. a. Type: Regular, moisture-resistant and fire-rated types as required. b. Typical Thickness: 5/8 inch. 7. Type: Water-resistant gypsum backing board. a. Type: Regular and fire-rated types as required: b. Typical Thickness: 5/8 inch. 8. Joint Treatment: ASTM C474 and ASTM C840, 3-coat system, paper or fiberglass tape. 9. Auxiliary Materials: a. Cornerbead, bullnose edge trim and control joints. b. Extruded aluminum reveals and channels. c. Gypsum board screws, ASTM C 1002. d. Gypsum board nails, ASTM C 514. e. Fastening adhesive. f. Concealed acoustical sealant. g. Mineral fiber sound attenuation blankets, see Insulation section h. Mineral fiber thermal insulation. i. Polyethylene vapor retarder, 6 mils. j. Polystyrene aggregated finish for ceilings. 09260-1 Williams Operation Center Parachute, CO k. Refer to Wall Assembly information. B. Steel Framing for Walls and Partitions: 1. Material Standard: ASTM C645. Johnson Carter Architects PC 23.7.2008 2. Stud Thickness: 20 gauge (.0329 inch) standard, 16 gauge at toilet walls 3. Stud Depth, Typical: 3-5/8 inches where indicated on plans 4. Stud Depth, Typical: 6 inches where indicated on plans 5. Auxiliary Framing Components: Furring brackets, resilient furring channels, Z-furring members, and non-corrosive fasteners. C. Steel Framing for Suspended and Furred Ceilings: 1. Material Standard: ASTM C645. 2. Attachment: Standard. 3. Stud Thickness: 20 gauge (.0329 inch). 4. Accessories: Furring channels, hangers and inserts. PART 3 EXECUTION 3.1 INSTALLATION A. Steel Framing: Install steel framing in compliance with ASTM C 754. Install with tolerances necessary to produce substrate for gypsum board assemblies with tolerances specified. Include blocking for items such as railings, grab bars, casework, toilet accessories, window treatment and similar items. B. Tape and Joint Compound: Install gypsum board for tape and 3-coat joint compound finish in compliance with ASTM C 840 and GA 216, Level4 finish. Install gypsum board assemblies true, plumb, level and in proper relation to adjacent surfaces. C. Veneer Plaster: Install gypsum board for veneer plaster finish in compliance with ASTM C 844. Install gypsum board assemblies true, plumb, level and in proper relation to adjacent surfaces. D. Provide continuous vapor retarder at exterior walls. E. Provide fire-rated systems where indicated and where required by authorities having jurisdiction. F. Install boards vertically. Do not allow butt-to-butt joints and joints that do not fall over framing members. G. Where new partitions meet existing construction, remove existing cornerbeads to provide a smooth transition. H. Provide insulation full height and thickness in partitions at conference rooms, toilet rooms, between different occupancies, and where required. I. Provide acoustical sealant at both faces at top and bottom runner tracks, wall perimeters, openings, expansion and control joints. J. Install trim in strict compliance with manufacturer's instructions and recommendations. K. Repair surface defects. Leave ready for finish painting or wall treatment. END OF SECTION 09260-2 Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY A. Provide tile. 1.2 SUBMITTALS SECTION 09300 TILE Johnson Carter Architects PC 23.7.2008 A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. 1. Include manufacturers full range of color and finish options if additional selection is required. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Tile: ANSI A 137.1. C. Tile Setting Materials: ANSI A 118 series standard specifications. D. Tile Installation: ANSI 108 series standard specifications and Tile Council of America, Handbook for Ceramic Tile Installation. E. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship. PART 2 PRODUCTS 2.1 MATERIALS A. Tile: 1. Application: Interior wall tile over tile backer board at wet areas. 2. Type: Ceramic mosaic tile. PART 3 EXECUTION 3.1 INSTALLATION A. Comply with Tile Council of America and ANSI Standard Specifications for Installation for substrate and installation required. Comply with manufacturer's instructions and recommendations. B. Install waterproof membrane in accordance with manufacturer's instructions and recommendations. 09300-1 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 C. Lay tile in grid pattern with alignment grids. Layout tile to provide uniform joint widths and to minimize cutting; do not use less than 1/2 tile units. D. Provide sealant joints where recommended by TCA and approved by Architect. E. Grout and cure, clean and protect. 3.2 SCHEDULE A. Tile Schedule: Color and Pattern to be determined by Owner representative 1. Toilet Room Walls: Glazed ceramic mosaic tile over tile backer board with thin-set latex-modified cement mortar and latex-Portland cement grout. END OF SECTION 09300-2 SECTION 09510-ACOUSTICAL CEILINGS PART 1 GENERAL 1.1 SUMMARY A. Provide acoustical ceilings and suspension systems, as indicated on plans 1.2 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Performance: Fire, structural, and seismic performance meeting requirements of building code and local authorities. Acoustical performance based on project requirements. PART 2 PRODUCTS 2.1 MATERIALS A. Acoustical Ceilings 1. Panel Size: 24 by 48 inches. 2. Panel Edge: Square. 3. Panel Core: Mineral fiber. 4. Grid: Exposed flush grid. 5. Type S-Standard 6. Type A-Acoustic-High STC 7. Type W-Wet Area-Vinyl faced tile 8. Suspension System: Intermediate duty. Refer to Reflected Celing Plan for Type locations PART 3 EXECUTION 3.1 INSTALLATION A. Install materials and suspension systems in accordance with manufacturer's instructions and recommendations, and ASTM C 636. Coordinate installation with location of mechanical and electrical work to ensure proper locations and anchorage. B. Level ceiling to within 1/8 inch in 10 feet in both directions. Scribe and cut panels to fit accurately. Measure and layout to avoid less than half panel units. C. Removal and reinstallation at existing ceilings: Remove and store materials for reuse when allowed. Handle with white gloves and avoid damaging corners and edges. Clean tiles and grid system, which have been removed. Provide additional materials to complete the work and to replace damaged existing materials. New materials shall match existing materials as approved. D. Adjust, clean, and touch-up all system components. END OF SECTION Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 SECTION 09627-SPECIALTY FLOORING PART 1 GENERAL 1.1 SUMMARY A. Provide specialty flooring and floor preparation. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Contractor shall coordinate schedule with Owner provided subcontractor to resurface the existing concrete floor. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship. PART 2 PRODUCTS PART 3 EXECUTION 3.1 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. B. Provide control joints over joints in substrate and at approved locations. C. Restore damaged work. Replace work, which cannot be repaired. Clean and protect work from damage. END OF SECTION 09627-1 Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY SECTION 09680-CARPET A Provide sheet carpet and floor preparation. 1.2 SUBMITTALS Johnson Carter Architects PC 23.7.2008 A Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. C. Seaming Layout: Submit proposed seaming layout. D. Extra Stock: Submit extra stock equal to 2% of total used. 1.3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Performance: Fire performance meeting requirements of building code and local authorities. PART 2 PRODUCTS 2.1 MATERIALS A Carpet Material: 1. Material: As selected. 2. Installation Method: Direct glue down. 3. Auxiliary Materials: a. Edge guards. b. Adhesives, cements and fasteners. c. Leveling compound. PART 3 EXECUTION 3.1 INSTALLATION A Comply with recommendations of Carpet and Rug Institute 'Specifier's Handbook'. B. Prepare surfaces and install materials in accordance with manufacturer's instructions and approved submittals. Clean, patch, and level substrate. Install materials in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. C. Install edge guards and reducer strips as required; clean and protect. END OF SECTION 09680-1 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 SECTION 09653-RESILIENT BASE AND ACCESSORIES PART 1 GENERAL 1.1 SUMMARY A. Provide resilient wall base and accessories. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. C. Submit extra stock equal to 2% of total used. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Performance: Fire performance meeting requirements of building code and local authorities. PART 2 PRODUCTS 2.1 MATERIALS A. Resilient Wall Base: 1. Standard: ASTM F 1861. 2. Type: TS (rubber, vulcanized thermoset). 3. Group: I (solid, homogeneous) 4. Style: Cove. 5. Thickness: 0.125 inch 6. Height: 4 inches. PART 3 EXECUTION 3.1 INSTALLATION A. Comply with manufacturer's instructions and recommendations. Install in proper relation to adjacent work. B. Install base and accessories to minimize joints. Install base with joints as far from corners as practical. C. Clean, polish, and protect. END OF SECTION 09653-1 SECTION 09775-FIBERGLASS REINFORCED PLASTIC PANELS GENERAL 1.01 SUMMARY Section Includes: Special wall surfaces, including fiberglass reinforced plastic panels. 1.02 REFERENCES ASTM International: ASTM D2583 Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a Barcollmpressor. ASTM D5420 Standard Test Method for Impact Resistance of Flat, Rigid Plastic Specimen by Means of a Striker Impacted by a Falling Weight (Gardner Impact). ASTM E84 Standard Test Method for Surface Burning Characteristics of Building Materials. 1.03 SYSTEM DESCRIPTION Performance Requirements: Provide fiberglass reinforced plastic (FRP) panels which have been manufactured and installed to maintain performance criteria stated by manufacturer without defects, damage or failure. 1.04 SUBMITTALS Shop Drawings: Submit shop drawings showing layout, profiles and product components, including anchorage, accessories, finish colors, patterns and textures. Indicate location and dimension of joints and fastener attachment. Samples: Submit selection and verification samples for finishes, colors and textures. Submit 2 samples of each type of panel, trim and fastener. 1.05 QUALITY ASSURANCE Qualifications: Installer Qualifications: Installer should be experienced in performing work of this section and should have specialized in installation of work similar to that required for this project 1.06 DELIVERY, STORAGE & HANDLING General: Comply with Division 01 Product Requirements Sections. Ordering: Comply with manufacturer's ordering instructions and lead time requirements to avoid construction delays. Delivery: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. Package sheets on skids or pallets for shipment to project site. Storage and Protection: Store materials protected frorn exposure to harmful weather conditions and at temperature and humidity conditions recommended by manufacturer. Store panels indoors in a dry place at the project site. Handling: Remove foreign matter from face of panel by using a soft bristle brush, avoiding abrasive action. 1.07 MAINTENANCE Extra Materials: Deliver to Owner extra materials from same production run as products installed. Package products with protective covering and identify with descriptive labels. Comply with Division 01 Closeout Submittals (Maintenance Materials) Section. - PRODUCTS 1.08 FIBERGLASS REINFORCED PLASTIC (FRP) PANELS Manufacturer: Crane Composites, Inc. Contact: Joliet Sales Office, PO Box 2429, Joilet, IL 60434; Telephone: (800) 435- 0080, (815) 467-8600; Fax: (815) 467-8666; E-mail: salesjol@cranecomposites.com; website: www.glasbord.com. Matrix ST Panel, 4' x 8', Almond Breeze 866 Moldings: Provide harmonizing PVC (polyvinyl chloride) moldings. Color to match panel. 1.09 PRODUCT SUBSTITUTIONS Substitutions permitted per section 1600 1.010 ACCESSORIES Adhesive: Provide panel adhesive as recommended by panel manufacturer. 1.011 SOURCE QUALITY Source Quality: Obtain fiberglass reinforced plastic (FRP) panels from a single manufacturer. Provide panels and molding only from manufacturer specified to ensure warranty and color harmonization of accessories. EXECUTION 1.012 MANUFACTURER'S INSTRUCTIONS Compliance: Comply with manufacturer's product data, including product technical bulletins, product catalog installation instructions and product carton instructions for installation. 1.013 EXAMINATION Site Verification of Conditions: Verify that substrate conditions, which have been previously installed under other sections, are acceptable for product installation in accordance with manufacturer's instructions. Examine backup surfaces to determine that corners are plumb and straight, surfaces are smooth, uniform, clean and free from foreign matter, nails are countersunk and joints and cracks are filled flush and smooth with the adjoining surface. Do not begin installation until backup surfaces are in satisfactory condition. 1.014 INSTALLATION Fiberglass Reinforced Panel (FRP) Installation: Cut and drill panels with carbide tipped saw blades or drill bits, or cut with snips. Install panels with manufacturer's recommended gap for panel field and corner joints. Predrill fastener holes in panels with 1/8 inch (3.2 mm) oversize. For trowel type and application of adhesive, follow adhesive manufacturer's recommendations. Use products acceptable to panel manufacturer and install FRP system in accordance with panel manufacturer's printed instructions. 1.015 CLEANING Remove temporary coverings and protection of adjacent work areas. Repair or replace products that have been installed and are damaged. Clean installed products in accordance with manufacturer's instructions prior to Owner's acceptance. Remove construction debris from project site and legally dispose of debris. Remove any adhesive or excessive sealant from panel face using solvent or cleaner recommended by panel manufacturer. 1.016 PROTECTION Protection: Protect installed product and finish surfaces from damage during construction. END OF SECTION 09770 Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY SECTION 09910 PAINTS A. Provide painting and surface preparation. 1.2 SUBMITTALS Johnson Carter Architects PC 23.7.2008 A. Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Samples: Submit two representative samples of each material specified indicating visual characteristics and finish. Include range samples if variation of finish is anticipated. 1. Include manufacturers full range of color and finish options if additional selection is required. C. Extra Stock: Submit 2 unopened gallons of each paint and color used in the project. 1.3 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers, which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Regulations: Compliance with VOC and environmental regulations. C. Mock-Ups: Provide mock-up as required to demonstrate quality of workmanship. 1. Provide 4 foot x 4 foot mock-ups of each type of surface, with wall finish texture PART 2 PRODUCTS 2.1 MATERIALS A. Painting: 1. Application: Interior unfinished surfaces. 2. Primary Coating Type: Zero VOC paints. 3. Primary Paint Systems: Primer plus two finish coats. PART 3 EXECUTION 3.1 INSTALLATION A. Inspect surfaces, report unsatisfactory conditions in writing; beginning work means acceptance of substrate. B. Comply with manufacturer's instructions and recommendations for preparation, priming and coating work. Coordinate with work of other sections. C. At existing areas to be repainted, remove blistered or peeling paint to sound 09910-1 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 substrates. Remove chalk deposits and mildew and wash all surfaces with mild detergent. Perform related minor preparation including caulk and glazing compounds. Spot prime bare areas before priming and painting as specified. D. Match approved mock-ups for color, texture, and pattern. Re-coat or remove and replace work which does not match or shows loss of adhesion. Clean up, touch up and protect work. 3.2 PAINT SCHEDULE A Gypsum Drywall Walls: 1. Gloss: a. Semi 2. System: a. 1 coat latex primer (prior to drywall orange peel finish) b. 2 coats latex finish B. Gypsum Drywall Ceilings: 1. Gloss: a. Flat 2. System: a. 1 coat latex primer b. 1 coat latex finish C. Wood for Painted Finish, at plywood in IT 1. Gloss: a. Flat 2. System: a. 1 coat latex primer b. 1 coat latex finish D. Ferrous Metals: 1. Gloss: a. Semi 2. System: a. 1 coat rust-inhibiting primer b. 2 coats latex enamel E. Galvanized Metal: 1. Gloss: a. Semi 2. System: a. 1 coat galvanized metal primer b. 1 coat alkyd enamel END OF SECTION 09910-2 SECTION 10155-TOILET COMPARTMENTS PART1 GENERAL 1.1 SUMMARY A. Section Includes Furnish, deliver and install all Toilet Partitions as indicated on the drawings and as re- quired by actual conditions at the building. The Toilet Partitions shall include the furnish- ing of all necessary screws, special screws, bolts, special bolts, expansion shields and all other devices necessary for the proper installation and application of the Toilet Partitions. B. Related Sections Section: 10800 Washroom Accessories PART 2 PRODUCTS 2.1 MANUFACTURERS A. Ceiling Hung toilet partition, by Hadrian Manufacturing, Inc. 2.2 MATERIALS A. Construction: Doors, Panels and Pilasters shall be constructed of two sheets of panel flat- ness zinc-coated steel, Galvan neal ASTM A653 GR33, laminated under pressure to a hon- eycomb core for sound deadening and rigidity. Formed edges to be welded together and in- ter-locked under tension with a roll-formed oval crown locking bar, mitred, welded and ground smooth at the corners. Honeycomb to have a maximum 25mm (1 ") cell size with compressive strength of 31 pounds per square inch. B. Doors: Shall be 25mm (1 ") thick with cover sheets not Jess than 22ga. (O.Bmm). C. Panels: Shall be 25mm (1") thick with cover sheets not Jess than 22ga. (0.8mm). D. Hardware and Fittings: All panel and pilaster brackets and all door hardware shall be chrome plated zinc die castings. Doors shall be equipped with a gravity type hinge mounted on the lower pilaster hinge bracket. Door hinges shall be fully concealed within the thickness of the door and adjustable to permit the door to come to rest at any position when not latched. Each door to be fitted with a combined coat hook and bumper and a concealed latch, with face mortised flush with edge strip of door. Doors shall include thumbturn lever to activate latch without fingertip grip application. Latches shall have a turn slot designed to allow emergency access from exterior. The combined stop and keeper shall have a 19mm (0. 75") diameter bumper locked in place. Door top hinge pin shall be made from high strength, self lubricating nylon with a split-tip design to prevent rising out of top door casting, 2.3 FINISH A. All sheet metal to be thoroughly cleaned, phosphated and finished with a high perform- ance powder coating, electrostatically applied and oven cured to provide a uniform, smooth protective finish. B. Color to be selected by owner from standard color selection. PART 3 EXECUTION 3.1 EXAMINATION A Site Preparation 1. The contractor must examine all site conditions that would prevent the proper applica- tion and installation of Toilet Partitions. Any defect must be immediately identified and corrected, prior to the installation of the Toilet Partitions. 3.2 INSTALLATION A Mounting Locations 1. All Toilet Partitions must be ceiling mounted according Manufacturers standard loca- tions and those specified on the drawings. 2 Williams Operation Center Parachute, CO PART 1 GENERAL 1.1 SUMMARY SECTION 10520 FIRE PROTECTION SPECIALTIES A Provide fire extinguishers, cabinets and accessories. 1.2 SUBMITTALS Johnson Carter Architects PC 23.7.2008 A Product Data: Submit manufacturer's product data and installation instructions for each material and product used. B. Shop Drawings: Submit shop drawings indicating material characteristics, details of construction, connections, and relationship with adjacent construction. 1.3 QUALITY ASSURANCE A Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Standards: ULand FM listed products, NFPA 10. C. Regulations: ADAAG. PART 2 PRODUCTS 2.1 MATERIALS A Fire Extinguishers: 1. Type: Multipurpose dry chemical type. 2. Rating: Sized for project requirements. 3. Public Area Mounting: Cabinet mounted. 4. Service Area Mounting: Metal brackets. B. Cabinets: 1. Mounting: Semi-recessed. 2. Trim: Exposed. 3. Doors: Aluminum, clear anodized finish. 4. Door Style: Full-glass panel. 5. Accessories: a. Glass breaker or fire handle. b. Signage. PART 3 EXECUTION 3.1 INSTALLATION A Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. 10520-1 Williams Operation Center Parachute, CO Johnson Carter Architects PC 23.7.2008 B. Install fire extinguishers in mechanical and service areas with wall-hung brackets at locations and heights indicated and acceptable to authorities having jurisdiction. C. Install fire extinguishers in cabinets in public areas plumb and level at heights acceptable to authorities having jurisdiction. D. Restore damaged finishes. Clean and protect work from damage. END OF SECTION 10520-2 FUNDMlENTALii OF FIRE ALA..~ .. M ~'\'STEMS 72-33 l~l. PROTECTED PROPERTYFI 1 RNFEOARLMAART 1 M 0 NSYSTEM RECORD OF COMPLETION I To be completed by the system installation contractor at the time of system acceptance and approval .. Name ofpropetty: I»/ l-< ... I 1'1-Y--5 () /);$ C-f!:Nrr:-p 3 5":"-::cs= __ C.<~•:Ut •IZJ4 f<!J. Description of property: () ~f"·t~ /5 "rX"it... Q; ,u b- Occupancy type: ___ _:-{3,. __ -_________ _ Address: Name of property representative: {.-....1 ti...L--1 ~~ /)().. 0 0 iA..C-n of5} .R.M:-t-:--::::--c: e 0 ' 6 0 x-370' f' J't>'1-rtcftvt ~ G.. 0 ' 6" t b 3.5'". Address: Phone:---------Fax: ----,---------E-mail:----:-:----,----- Authority having jurisdiction ovc;· this property: -~b~f.,"--__ f'hV/9_-"-·=---'~'-/"~~---t=/ llr€~-----·-I Phone: Fax: ______ E-mail: __ _ 2. FIRE ALARM SYSTEM INSTALLATION, SERVICE, AND TESTING INFORMATION Installation contractor for this equipment: f£·'1-. c:.£"1__ F I i'~6""" P ,-?.--0 ~T70~ '/A.l_e_ o--,, I ·> { I 1. , . I ("'"(; Address: 0 .:J "T o-'":'' /2..{) wfl-.rhVJ.I JlAAJ.:.. llOiV , ~0. 0 (50' Phone: !/7 0·-i.J 3l-/---'f 'f;D J Fax: 9 70 -4 3'-/-OJoh.mail: ({ICJ-t"W/-h (( f!!_e_x_t;,£~ Servic:~ organization for this equipment: ~Au,.r £ t9rS :~~~------------~-------­ Address:--------- Phone:__________ Fax: E-mail: Location of as-built drawings: (] f\!._ S J T-:z--Location of historical test reports: ___ _ Location of system operation and nn·lintenance manuals: ON----------""-~,-1-r€ -----------·-··-·· ... A c:mtract fer test and inspedion in accordance Vilth NFPA standards is in effeet as :;-f _M.f±i}__~_j_~_~C~ Coni,acted testing company: ____ tfv C~ ___ _E-..!f!::4Z PtJ ,Q.:t£~~"0?J.,...;-:::r:d.l!c~-----·-. ! Address: .f.Jtj ___ ~ I !;?_ f<D . ..J:ztLit!':!D _:'jl.-1.N<--77t'z'}T_C--o. J'-6b,Si Phone: Fax: . -~ E--mail: . ____ I Contract expires: l!J...4{l i d Contract number: 'f d fv .5"D'J Frequency of routinf: inspections: ~.tt'l.--1 3. TYPE OF FIRE ALARM SYSTEM OR SERVICE NFPA 72 Chapter Reference of System Type: £1 A-€"' f'h_tA-11-t/A.. ~1.--I:.'SS ~ 1-£ Name of organization receiving alarm signals with phone numbers (if applicable): Alarm: fh-lh'l-r1A-W ~I-f Phone:~ /!157) .... if?-Cf -J>'J.'l2 Supervisory: _____ -:c1_1 ______ _ f/ Trouble: ______ _ Phone: Phone: _________________________ ___ Entity to which alarms are retransmitted: 54,..£. J1:'{ . Mot.IC Phone: ________ _ Method of retransmission of alarms to that organization or location: _ __,bt::.>..JJ~Il'-k!l'-", .1T __________ _ © 2007 National Fire Protection Association NFPA 72 (p. 1 of 5) FIGURE 4.5.2.1 Record of Completion. 2007 Edilion liJ 72-34 NATIONAL FIRE ALARM CODE 'I 3. TYPE OF FIRE ALARM SYSTEM OR SERVICE (continued) If Chapter 8, note the means of transmission from the protected premises to the central station: §)Digital alarm communicator 0 McCulloh 0 Multiplex 0 2-way radio 0 1-way radio If Chapter 9, note the type of connection: 0 Local energy 0 Shunt ~N/A 3.1 System Software a N/A Operating system (executive) software re'?-si7 ~evel: __ 7..L-''-"~/'---·--------c·---------- Site-specific software revision date: /V' 11-Revision completed by: .-'-I\J~/1-1A-~---------I 4. SIGNALING LINE CIRCUITS Characteristics of signaling line circuits connected to this system (see NFPA 72, Table 6.6.1): Quantity: / Style: . Class: B~--- 5. ALARM-INITIATING DEVICES AND CIRCUITS Characteristics of initiating device circuits connected to this system (see NFPA 72, Table 6.5): Quantity: /2 Style: 4· Class: _____ .fl ___________ _ 5.1 Manual Initiating Devices 5.1.1 Manual Pull Stations Number ofmanufll pull stations: ___ ~~---- Type of devices: (fJ Addressable 0 Conventional U Coded 0 Transmitter !,:] N/A 5.2 Automatic Initiating Devices 5.2.1 Area Smoke Detectors Number of smoke detectors: _ __j__~----- Type of coverage: (@'Complete area 0 Partial area !:I Nonrequired partial area Type of devices: @Addressable Q Conventional Cl Coded 0 TransmiUe:c Type of 8r.10ke detector sensing technology: Q Ionization ®Photoelectric a N/A CJ N/A 5.2~2 Duct Smoke Detect'Ors Number of duct smokE-detectors: ______ ,_Q. __ Typeofcoverage: ------------------------------------------- Type of devices: 0 Addressable Q Conventional 0 Coded 0 Transmitter :J N/A Type of smoke detector sensing technology: Q Ionization 0 Photoelectric 5.2.3 Heat Detectors Number of heat detectors: ___ .,3~----- Type of coverage: ~Complete area Q Partial area Type of devices: @Addressable 0 Conventional 0 Nonrequired partial area a Coded 0 Transmitter a N/A w N/A 5.2.4 Sprinkler Waterflow Detectors Number of waterflow detectors: __ -£r__,_.L. ___ _ Type of devices Q Addressable Q Conventional 0 Coded 0 Transmitter 0 N/A 5.2.5 Alarm Verification Number of devices subject to alarm verification: __ _!./__,t(L __ _ Alarm verification on this system is: (@)Enabled 0 Disabled 0 Set for 3.0____ seconds © 2007 National Fire Protection Association NFPA 72 (p. 2 of 5) FIGURE 4.5.2.1 Conh'nued liJ 2007 Edition FUNDAMENTALS OF FIRE ALARM SYSTEMS 72-35 6. SUPERVISORY SIGNAL-INITIATING DEVICES AND CIRCUITS 6.1 Sprinkler System Number of valve supervisory switches: ___ -t) __ -____ _ Type of devices: 0 Addressable 0 Conventional 0 Coded 0 Transmitter 0 N/A 6.2 Fire Pump Type of fire pump: 0 Electric Q Diesel Type of fire pump supervisory devices: Q Addressable 0 Conventional Q Coded 0 Transmitter 0 N/A Fire Pump Functions Supervised 0 Fire pump power 0 Fire pump running 0 Fire pump phase reversal 0 Selector switch not in auto Q Engine or control panel trouble 0 Low fuel Other: 6.3 EngineRDriven Generator Type of generator supervisory devices: 0 Addressable 0 Conventional U Coded Q Transmitter 0 N/A 0 Engine or control panel trouble 0 Generator running 0 Selector switch not in auto 0 Low fuel Other: ____________________________________________________ _ 7. ANNUNCIATORS 7.1 Annunciator 1 ~ocal 0 Remote Type: @Addressable 0 Directory 0 Graphic 0 N/A Location: .. £-M7./ (, ____ _.0:-: 00 f1- 7.2 Annunciator 2 0 Local 0 Remote Type: 0 Addressable 0 Directory 0 Graphic 0 N/A 7.3 Annunciator 3 ::1 Local CJ R('mote Type: 0 Addressable 0 Directory 0 Graphic Q N/A 8. ALARM NOTIFICATION DEVICES AND CIRCUITS 8.1 Emergency Voice Alarm Service N / 4 Location: L.Jcat.ion: ------~ Number of single voice alarm channels:_______ Number of multiple voice alarm channels:_ -e--____ __ Number of speakers:-----------Number of speaker zones:_ 8.2 Telephone Jacks Number of telephone jacks installed: _____ _ Number of telephone handsets stored on site: ________ _ Type of telephone system installed: 0 Electrically powered 0 Sound powered 0 N/A 8.3 Nonvoice Audible System 1\) /!i Characteristics of notification device circuits connected to this system (see NFPA 72, Table 6.5): Quantity: Style:-----------------Class: © 2007 National Fire Protection Association NFPA 72 (p. 3 of 5) . -----·······----------·-·······-- FIGURE 4.5.2.1 Continued 2007 Edition ~ 72-36 NATIONAL FIRE ALARM CODE 8. ALARM NOTIFICATION DEVICES AND CIRCUITS (continued) 8.4 Types and Quantities of Nonvoice Notification Appliances Installed Bells: _____ With visual device: ~----Horns: ~-----With visual device: ~--'8...__ Chimes: With visual device: ~-..---Bells: With visual device: ----~ Visual devices without audible devices: d2 Other (describe): ~--------------- 9. EMERGENCY CONTROL FUNCTIONS ACTIVATED /1 ,(;q 0 Hold~open door releasing devices 0 Smoke :nr:agement or smoke control 0 Door unlocking 10. SYSTEM POWER SUPPLY 10.1 Primary Power Q Elevator recall 0 Other Nominal voltage /,'},Q UkfO...-__ Amps _ __<d~_.,Oc_ftr"v<-!:L!O""-(?L::Cc>.;S'L._ _______ ~ Overcurrent protection: Type _ ·7)1~mps Location (of primary supply panelboard): -~/Y\'--'-_,4-?=uNCJL __ J.f?-.A"III't"J~)'-'CL-'i"--'-:;"---~------------ Disconnecting means location: __ __,_P,-'-'~~~~~__,fe--"---'£12-=-==----'·#'-"-_{0,.,.. __________________ _ 10.2 Secondary Power Location: ______{11Az_AL___ ,0/4tl)c;;4-Type: /2:Yt7T5 Nominal voltage: CJ.. 'f li .OC-current rating:':1tllt Number of standby batteries: ~~---<3.-'-'~--,---:---Amp hour rating: ~-7+"-fH±_,_u.. ___________ _ Location of emergency generator: _ tJJ..j.'A~~------------------· Location of fuel storage: __ry}~~-· -----~-~--- Calculated capacity of secondary power to drive the system In standby mode: ___ ').L..4J'-'--"±L.. ______ In alarm mode: __ /.LCA-tt'-"-'-'- 11. RECORD OF SYSTEM INSTALLATION Fill out after all installation is complete and wiring has been checked for opens, shorts, ground faults, and improper branching, but befOre conducting oper::tional acceptance tests. The system has been installed in accordance with the folluwing NFPA standards: ~Note any or all that apply.) <f/JNFPA 72 ~PA 70, Na!ianal Eiectrical Code. Article 760 @Manufacturer's published instructions 0 Other (pleas(~ specify): __ _ System deviations o reference NFPA standards: --~~;£__ _____ _ Signed: --1---'"''-'-L.."---1'---=:__-"----~ Printed name: --:L(.)_--'-'''-"-"<2.::::_1:_:C-,"'-'tt-_:_ __ _ Organization: ___ak_"'-"'ii("C"'-"t::?..-'-'"'".-__-'f-=-:.J-"1 ~--Title: ~(VI-~ Phone: Date: 12. RECORD OF SYSTEM OPERATION All operational features and functions of this system were tested by or in the presence of the signer shown below. on ~date shown below, and were found to be ~itmg properly m accordance with the reqmrements of: @}yppA 72 ~FPA 70, Natwnal Electrical Code, Article 760 ~Manufacturer's published instructions Q Other (please spec1fy): ~ocumentation m acco~rdance th Inspection and Testing Form (Figure 10.6.2.3) 1s attached , Signed: ~ _ Prmtedname: /?.... 12-JGrr--Date: -~Jra/ 0 '1 Orgamzation: _C-~C Title: /91'1• fh flr1--""-" Phone: '( 20 ·-l..f.""Jt/ · y~Ds © 2007 National Fire Protection Association NFPA 72 (p. 4 of 5) ~~------------~- FIGURE 4.5.2.1 Continued ltJ. 2007 Edition FUNDAMENTAL'S OF FIRE ALARM SYSTEMS 72-37 13. CERTIFICATIONS AND APPROVALS 13.1 System Installation Contractor een installed and tested according to all NFPA standards cited herein. Signed: -----'=---'----L....Lo"--'1---Printed name: fl · /2. I e-l-f- Organization: fu f:.-"'L H/1--C Title: _1,_ 111. 1-J-rM W< 13.2 System Service Contractor Date: _5""'-:1f-f""t3"->f,__,t>"-9'L- 9 zo ·-'-1 Jt( 'IJ"() 3 Phone: d he ein has been installed and tested acC'Jrding to all NFPA standards cited herein. Signed:_ P-'-''-'..L..-"---'----'""-1:.<'-''--Printed name: ---.At /Lt 0/f--= Date: ~3'-f-!tL. • .:>Jo_,~l--'!Oc...'iL'_ ·-: -r I Ft 11-C' Title: --/i-riA-f'h.t4-rt--.Jt....--' Phone: ~ 7 0-'f __dlj Organization: 13.3 Central Station Lj fo.:? herein will be monitored according to all NFPA standards cited herein. Signed: -{1--'I.L-\.-4--"dk---Printed name: ;2 · /1. I <-/.f-Date: __3)1 3 ~ ?<J/hrj-1~ Title: 6, M., lfz-./17't.M-Phone:_tzzo--'13_1/_ tj rftJ3 13.4 Property Representative I accept this system as having been installt:·d and tested t.o its specifications and all NFPA standards cited her~ in. Signed:_ Printed name: Date:----~-~---· Organization:~------~---Title: Phone: 13.5 Authority Having Jurisdiction I have witnessed a satisfactory acceptance t~st of thi.; f>y::.tee, n nd find it 1.o Le installed and op:~raL'lg properly in accordance with its approved plans and r;pe~ifications, its npprc:ved sequence ofoperatior_.s, und ·~ i·d1 all N"FP/\ standards cited herein. Signed:~~---Printed name:h.~?IJ-..--' Organization: 0~~/J wJJ~.-f 7!#1<.. Title -Jlc?"-£,-li-e cL: -d' Date: _'f'}_~ lo "L_ .. _ .. Phone: /_71 '· ~fJ.S--~9_!/ © 2007 National Fire Protection Association NFPA 72 (p. 5 of 5) ---·-·-·--·--· --------~------ FIGURE 4.5.2.1 Continued 2007 Edition ti} COUNTY OF GARFIELD-BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at S 5'"55-Cle :;.2../L Permit No. ____:___;/ 1'----"J__,~'-'0""'----------------- I have this day inspected this structure and these premises and found the following corrections needed: ){Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 1:/i{--o? 20 --=r-· __ _ Building Inspector~~~ Phone (970) 945-8212 N 11170 0.~------------------Assessor's Parcel No. 2171-343-00-022 Date ____ 1_1_13_12_0_0_8 __ _ !JZ, u3 BUILDING PERMIT CARD . Job Address --~~==~~C~R~2~1~5~·~Pa~r~a~c~h~ut=e ________________________________________________ _ Owner ________ W-'-il-'li-'-am----'-s_P_r_o_du_· c_t_io_n_R_M __ T ___ Address 1058 CR 215, P'chute Phone # 623-8930 Contractor OWNER Address ___________________ Phone# _____ _ Setbacks: Front ______ Rear _____ RH LH rt • ZonjP,.g interior finish of an existing pre-eng bldg f/office INSPECTIONS U'o~ \oW\ \Y\~ So i Is Test --r~..,.--=~--,"T;;-.-------Weatherproofing 7,.,--=.,..--~-,..,.-"""::-=-------- Footing /~ -3-V8 /(2'nj Mechanical !!!2 -1-:rtfJ lf)'rii. Foundation,_______________ Electrical Rough (State) ~ Grout Electrical Final (State) 3-.2-tl-e> 1 t'i U n der·:g::ro:,-u~n::d~P~I~u-:m:-;:b~i :=--;;,..-:;.z=;"ff(""Ji2:M;r Fin a_l ?· Z'? ·Del /Checkli~t p_q: pJ,;!ted?tJ!Vl Rough Plumbing -~~~==== Cert1f1cate Occupancy # _,, .... IL~..::::: LJ:tt:'l__.__,..;... --==--=---- Framing __ -,-~~~ J_ . Date JSSkleQ t--t. Z7.o'I Insulation /-;J../~<79 ~ SeptiC System #_Y....l..C~.._I3-"&!.'-~~-------- Roofi ng --:;;:--::----=----=------------Date Q-1) -()K ' Drywall d2.-6-o9~ Fina1J"-~-o9" E/~_, Gas Piping .3-.,:f(jq/{)i/iC Other _____________ -; ___ ~~------- NOTES (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO INSPECTION WElL NOT BE MADE Ur\li.ESS THIS CARD !S POSTED or~ THE J·OB Date Issued \\ ~~ oz Permit No. _j) \ 'i () AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. use IN1EJ2.\D(l.1?1 ~3 0£ e:;klm~WG ·eN6 8;11%1-~ Address QL Legal Description ?:£;lZh Cf<. 2JS-1 1'~l"JE Owner '(IJUJJ\"MS f'{200. gMT Contractor---V<Q .... vV~N~~~~~~~~­ Building Permit Type CDM MeJltlA-J,... This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway 11J--7-oi \JNv Foundation I Grouting Insulation .)1}? j-;J/-Dj @w1 r-= Underground Plumbing Drywall ()-.-6-o1-9nfZ. Rough Plumbing El.,ctric Final (by State lnspe.ctOJ~ _. . J f-17-0'V ~ ) ~ --.-_.-~ILJV'At_.o.,r-1?. -_7 ~ -~~~ (Prior to Final) '3-'lo -01 ()I<. 7'o-;;<1vtl'Y #-) Rough Mechanical Septic Final )-.-()-) -Dq ~ o,f /3;; f:.h · 5-(p-tf/ Gas Piping FINAL 5-)-Dq ~ 2-~-df Ov0-. ~ Electric R~h (by sr~ r·dor) S,n·Mc p¢_ JYM~ r (You Must Call For Final Inspection) \v!VY'-4 011., w 1-7 -o¥ .'---_e;;-;;:; Notes (Prior to Framing) Framing (to ,,[:,1!:1.~iodow• & Doo" ;,.t,liod & Fl""oppiog lo pi"• I THIS PERMIT IS NOT TRANSFERABLE f-or Inspection Call970-384-5003 Office 970-945-3212 APPROVED Date 108 3th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD l \-Oj-Ql) PROTECT p:~&;Vo1~LA~'IM=-- (DO NOT LAMINATE) <_.,?-' Parcel Detail Garfield County Assessor IT reasurer Parcel Detail Information Page I of 5 Assessor/lc~£~urer Prope_rty Sea~~;h I Assessor Subsg_t_Uuery I fu;~ll_~sor Sales_S~ar~;h ClerkJl R~e_corder ReceptionSearc:h Basic: Building_C_hllr9Gteristic:s I T a~JnfQrrnation Pllr_cg_LQ~tail I VaiiJJJDetail I Sales Detail I R~sjgentiai/Commerc:ii!llmprovement Detail laJld_Det<JU I Photograjl_h_~ I Milllll_'.IY Revenues Detail I Tax Area II Ac:count Number II Parcel Number II2DD7 Mill levy I I 026 II R04384D II 217134300022 II 36.336 I Owner Name and Mailing Address !WILLIAMS PRODUCTION RMT COMPANY IC/0 K.E. ANDREWS 6 COMPANY 13615 S HURON ST. STE 200 !ENGLEWOOD. CD 80110 Assessor's Parcel Description {Not to be used as a legal description) ISECT.TWN.RNG:34-6-S6 DESC: A TR OF lLANO IN THE SENW. NESW. NWSE. SESW lAND THE SWSE PRE:RDD53SI BK:II30 IPG:S72 RECPT:545S08 BK:II30 PG:S71 IRECPT:545S08 BK:II30 PG:S70 IRECPT:545S08 BK:II30 PG:S6S IRECPT:545S08 BK:0641 PG:075S http:! I www.garcoact.coml assessor I parcel.a sp? ParceiNumber= 217134300 022 8/2212008 Parcel Detail Page2of5 IBK:D640 PG:OI31 BK:D630 PG:D883 I IBK:D377 PG:DIDB BK:D355 PG:D266 IBK:D326 PG:D220 BK:D275 PG:DDDI IBK:D268 PG:DIIS BK:DI34 PG:DDSB IRECPT:747105 RECPT:747102 BK:I876 IPG:353 RECPT:713614 BK:I763 PG:707 IRECPT:BSD412 BK:I754 PG:451 IRECPT:688248 BK:I74S PG:85S IRECPT:687237 BK:I74S PG:854 IRECPT:687236 BK:I737 PG:BSB I IRECPT:684756 BK:I721 PG:23S I IRECPT:681164 BK:I706 PG:BBI I IRECPT:678265 BK:IBS4 PG:204 I IRECPT:675714 BK:I663 PG:206 I IRECPT:668724 BK:I663 PG:200 IRECPT:668723 BK:I607 PG:742 IRECPT:656645 BK:I602 PG:3S7 IRECPT:655356 BK:I587 PG:440 IRECPT:652DBD BK:I577 PG:313 IRECPT:650061 BK:I556 PG:828 IRECPT:645428 BK:I526 PG:227 IRECPT:638027 BK:I515 PG:I51 IRECPT:635788 BK:I515 PG:I45 IRECPT:635787 BK:I462 PG:657 IRECPT:62604S BK:I351 PG:551 IRECPT:602574 BK:I351 PG:548 IRECPT:602573 BK:I333 PG:754 IRECPT:5SB256 BK:I2DS PG:42S IRECPT:56SSD4 BK:I2DS PG:41S IRECPT:56SSD3 BK:I203 PG:3SI http:! /www.garcoact.com/ assessor I parce I. asp? Parcel Number= 2171343 DO 022 S/2212008 Parcel Detail Page 3 of 5 IRECPT:568108 BK:I203 PG:381 IRECPT:568108 BK:II87 PG:I76 IRECPT:563403 BK:II28 PG:50 IRECPT:545331 BK:0846 PG:0852 IBK:0682 PG:0284 I location I Physical Address: IIPARACHUTE II I Subdivision: I I land Acres: 1166.48 I I land Sq Ft: I 0 I Section II Township II Range I I 34 II 6 II 86 I 2DD8 Property Tax Valuation Information II Actual Value II Assessed Value I I land: 724.08011 208.8801 I Improvements: L211.57oll 351.3601 I Total: L835.65oll 561.3401 Additional ValuB 0Btail Most Recent Sale Sale Date: 11212812006 Sale Price: 1171.000 Basic Building Characteristics http :1 I www. garcoact.coml assessor I parcel.a sp? Pa reel Number= 21713430 0 022 912212008 Parcel Detail Number of Residentialio Buildings: Number of Comm/lnd 13 Buildings: I Commercial/Industrial Building Occurrence I Characteristics I I WAREHOUSE: 1115.000 I I TOTAL HEATED AREA: liD I I ABSTRACT CODE: IIWAREHDUSEISTDRAGE-IMPS. I I ARCHITECTURAL STYLE: IIWAREHDUSE I I EXTERIOR WALL: IIPREFAB MTl I I ROOF COVER: IIPREFAB-MET I I ROOF STRUCTURE: IIPREFAB-MET I I INTERIOR WALL: IIUNFINISHED I I FLOOR: IiCON ON GRD I I HEATING FUEL: IINDNE I I HEATING TYPE: IINDNE I I STORIES: IISTDRIES 1.0 I I BATHS: I 0 I UNITS: 11 I YEAR BUILT: 111881 I Additional Resident[aJ/CommerciallmRrovement Detail Tax Information Tax Year II Transaction Type II Amount I 2007 II Tax Amount II $12.612.24\ Mill levy Rev~n_ue~Detail Page 4 of 5 http:! /www.garcoact.com/assessor/parcel.asp?ParceiNumber=2171343DDD22 9/22/2008 ~ CD Ul 0 I Ul (\J "' I 0 [' "' c Q ~ c .r: Q ..., " " Q 0 Ul :n ~ L ... ... ~ ..., "-"' 0 .. "' 0 IJJ 0 ... ~ L "-cc A-l+v1: I:::v\vid Vk:"t-0 G0rf i c:ld C,0..JYAv1 g,uildirlj lnspccfor hor'Yl ', j >:-# j c::hti <;Jn Ja[,JV:t;I)VJ &,r kr t>-'rc n G'2G-DS~O Building Permit # 11170 revision Williams Production RMT Company Operations Center Parachute, Colorado ~) :.] Revised Men's Room Entry Door 0 2 3 5 Scale: 3/8" = 1 '-0" I I I I I I I 'lt-'1 '------. 1 I I I I 4'-6~ I :o I I I I 'I I I I I I 1 typ ical of 2 on North Elevation I simple shed cano py, 41-6" centerli ne I to cente r lin e of 4 x 4 co lumn sandwich Nucor outside rubber close r between existing wall panel w ith high eave trim,seal with elastomeric caulking , I and attach MBCI meta l outside closure strips matching existing wall profile, and seal. I : l $I ~~~~~~~-:i;==~=-=:::-d ~-I ' a I ~ I I --,-_j I :1b --lr I : I I : I I :1 Alternative Outside Attachment 3'-10" ! : ' : I I I I ~-J I I I I I I I I I I I I DO I 1 1 111111111 1 1111 1 1111 Ill ' simple she< I c; to center II e c 1 D D y, 7'-6' cen erline 4 co lumn I ~ I i i 1 I : ! : I @ 1 Partial South Elevati~h 1 CAN Scale: 114" = 1'-Q" 1 ' I I I I ' ' I I I I I L ' : :, ': '· : L_J I I I I I I I I ' 1 I I I I ..... I o: I I I I I I I ~~~~ D D ~~~ simple she~e<j ~', o~y. 7'-6" "c_,,,m,(erl ii lne f-to center li~e c 1 4 colu mn I I I 4'-6" I ' 1 intermediate c -c hannel t centerl in e to centerli ne of kicker APPROVED centerli e, seconda v gi rt • ~ 00 ' CD cen erl ine, f w all irt top of pongete :)., .. I . . c E " 8 ..,. " ..,. /1o \ ~ 0 .. Canopy Section Scale: 1/2 .. • 1'-0"" -----4~--------,1 ':1 existi ng wall pane l \ :1 high eave trim , ,/ ,\ i:, match wall pane l panel closure and masti c --1--+-----, I 3/4 " tape, top & bottom 1 i ~MK-H3410 ~:~~~c~~~'::n:~l , 26ga.---I ----H\----f-i -Hill![ I[:__ ~~=H 3~~ : ' I :!! ~ • I : .¥ _I_ 1·-~ 3/4 " x 8" th readed bolt,--;;--r---H: ----:4,,~i-J washer , & 3/4" exp. toggle : ;., : MK-H~41(X'n~"l~~~d hig h side 8" c~channe l ~ , 1 panel closure and mastic --f---1--i-:___ ! ~~ ' ----r --- 3/4" tape, top & bottom : : : jamb tri m , wh ite -' : cla ssic soffi t panel ,-----1---..f-i:----i-: +--tH:I----.J 26 ga., whi te 17\ High Side Canopy \I;!!Y Nucor BT01 20PE si m. Scale: 1 112" ~ 1'-Q" ~ ~~~~ ~~-~cemteilirie :secondaiY!:iiif -~--~ ------+-+: --'!~ ..... : ' atla chmer po int, se; de tail ~iCAN ' attachment oint, see detai l g, ~AN I I I I SVBJECf TO NOTED : ]: • high side 8" c-channel ---------. me tal header frame T I ... • • high sid a· c-ch annel metal he der fr me • • I ... canopy ra ke and;m i \ \ : ~ U~~ ~~~NS I' 0 ':::n: -\--y -----0 BUILDING DEPARTMENT ~'-n· 'on:-1-'""'-""'--""'-r--""--"""--=-=--~~\':5--=-=-"i-n~·i'oi?· n...W'Tn ~riPf ,------------------------------------------ [ --~----'1 i 8'-4" ;-------- ' ' '-4" I ' RO IHSPECTION WITHOUT : : 1'11181 PLANS ON SITE ! ' ' i ' ! ~· ' "" E l .,, ~I .~I ""I ' ' ' i . "'!14> : 4> 1 pip of ~I ..ll:: I ..:.::: I <I>' E l ~I • ~ 0 ~ ' N ~ CD _, CD • N ' i'- 6'-4" ' fie ld verify ! top of conc rete 1 graph ic showing placement of high side c-cha nel : attached through ex isting wall panel into metal 1 c hannel door framing ins id e e xterior wall ~ -· E: ·~· ~ (I) E ___ j__ _____ _ I 11:1 ..,.I -0 1 .~: 't:: (I) I -C l 1l 1 ---------------r --- ' i l ' i ' i I i I i I ! ' .o l E ' ,.,I ·-1 ~~ a>[ E • ' ' I i ! ' -'-4" l I ---1--cenr rilne bfwall girt ! : I I , 1 fiel verify : 1 , ! : top of CQ, cret ' ' graphic showing placemen of higti side c-channel attache<d tlirough existing wall panel into metal ' channel dqor framing inside exterior wall : I I I I Dbl Door Framing @ Sgl Door Frami~!., 112• ~ 1·-o· 7/8 " predri nd holes ---1;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;,~-------..., in twin c..chnnel classic roo f anel , 26 ga . --f---------,\ match wall ~nel 3/4" x 1 1/2threaded bolt, \ nut and wa oers _____ 1~~,:-:::;-;-;;;;;;-~-=~=_i~=-~\~•J>~·~M~K~· -~H~OO~~ 3" X 4 1/2" 1/4" '. ' --__ Scale: 112'" = 1'.0"' --panel closure and mastic 3/4" tape , top & bottom 4" x 4 " x 1/4" metal ----1-----------, tube kicker, painted bla ck 3/4" x 6" threaded bolt, --+--------,1 nut and washers metal ang.· ~ _ 1 ~ -~~R~~ h \. " p l\'-1--cap trim, s- nut and .,..hers _ _ _ • ~'-+--eave trim, _ _ _ _ _ \. ! ---------matc h wall panel 'Of" I ..::t I ~ I ~ I 'I _,-' 1 1 _,-·*' v I I /: I I I I ' I ' I I I ~· •.· ·:·~ ·,·~ ... ' co lumn attachment at concrete ' /~ I I I ' ' ' _. -~ .. u ~ -• l. I T • ' I 3t4" x 6" thraded bolt,~==f::§=;;;;;-;~;,··;r~~~· -~~;~~~ match wall panel I classic sfrt pan e l,.----+---~ ""--' • • A ,~ ' ~ 7/8' predrilled holes ----1-----__j I 26 ga ., w.,, 11 ~--J-., 1 ·,Gr-->i'-"2!1-'-·...f-,f-•Y.· • ~ in 4x4 kicker & angle pl ate / \'----t--hat trim, white note , trim ct kicker ------1----------.J ----1~======;'1------~--J 4' x 4" x 1/4' metal ----+--------' 1 opening atoffit panel 7/8" pre<drilled holes \ , in 4x4 col. & angle plates t ube kicker, pain ted bl ack ! 4" x 4 " x 1." metal ----+------------. ,i tube coiL'l'l, painted black and washer through 718" painted black : -\ 3/4" x 4" threaded bolt, '----+-----4" x 7" x 114" angle, 1 f, I predrilled angle plate, L--------""""'' _.,~ """1--------' into expa nsion s leeve set into concrete face @ Canopy Eave CAN Scale: 1 112" ~ 1' -o • Scale: 1 112" ~ 1'-Q" /"';';'\ Column to Concrete (side) 'el CAN Nucor CE007PE similar Scale: 1 112" • 1 '-0" @ Canopy Rake ' ' ' : i, i @ North Elevation U CAN Seale: 1 /4"" = 1'-0• u : \ "' .. •ll •• " •• 4,• • 't I T. • ' " 7'~" cente rl ine to centerline of kicker 3'-10" 3'-10" '\" ' ' '\ ll I 'I I /~ ,.r :I 'I I I ' I I I I I I ..·;·~·,·Y .· ' I Dbl Door rake & kicker Scale: 1/2 .. = 1'.0" 718" pre<dr ille<d holes .-=::=:-1=====;!;==='j/p!l--_.;'_.jb~F=----I in 4x4 kicker & angle plates ,, ' f.. • ' 314" x 4 • threaded bolt , ----t--'~'----;;-~~%._,-~>%!:A'.....!'~'~~·-+ 4 I ' and washer through 7/8" q <I predrllled angle plate , into expansion sleeve set into concrete face I;';\ Column to Concrete (front) 'el Scale: 1 112" • 1•-o .. Johnso,..Carter Architects, P.C. Jeffrey ScoH Jo hnson Ri chard Brian Cart er 136 East Third Stre et Rifle, CO 6 165 0 (970) 625-0560 phone (9 70 ) 625-0561 fax 634 Main , Su~e 2 Grand Junction, Colorado 6150 1 (970) 672-0456 www o Copyright 2006 ~ c ro Q. E 0 (.) 1- ~ ~ Permit Set Construction -- Rev ised: 03-02-09 Date : 02 -22-09 CAN