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Home My WebLink About990140.tiff RESOLUTION RE: APPROVE 1999 APPLICATION FOR FEDERAL ASSISTANCE FOR MIGRANT HEAD START PROJECT AND AUTHORIZE CHAIR TO SIGN WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with the 1999 Application for Federal Assistance for the Migrant Head Start Project from the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Human Services, Family Educational Network, to the Department of Health and Human Services, Migrant Branch, with terms and conditions being as stated in said application, and WHEREAS, after review, the Board deems it advisable to approve said application, a copy of which is attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the 1999 Application for Federal Assistance for the Migrant Head Start Project from the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Human Services, Family Educational Network, to the Department of Health and Human Services, Migrant Branch, be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said application. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 25th day of January, A.D., 1999. BOARD OF COUNTY COMMISSIONERS ELD OUNTY, COj •RADO ATTEST: , I4it 4fAt 1- ' .r t - c " t"Z Dale K. Hall, Chair Weld County Clerk tot0 el ,,;..= `, 'Al;P.3 ; EXCUSED DATE OF SIGNING (AYE) c / •n;y- • Barbar J. Kirkmeyer, Pro-Tem BY: it/ .'It. . '. / ' Deputy Clerk to the' v. 1 /. ) _ _ r ,, "v Georg axter O O FORM: M. J Geile J o y Attorney A:. / 1, Glenn Va 990140 CC . Mc HR0069 • MEMORANDUM #001,( 1.1 TO: Weld County Board of County Cpmmissioners FROM: Walter J. Speckman ali "ilk DATE: January 18, 1998 COLORADO SUBJECT: Funding Request from the Migrant Head Start Programs Branch, for Facilities Presented before the Weld County Board of County Commissioners is a request to the Department of Health and Human Services, ACF/ACYF, Migrant Head Start Programs Branch for$778,500.00. The funding request is for one time funding for the construction of a Migrant Head Start facility. 990140 APPENDIX C APPLICATION FOR oRRB Approval Ne.o3uaa3 S DATE weMITTED AD lCaM Identifier FEDERAL ASSISTANCE 90CM0136 I. TYPE OF SUUMISSIOIt 3 DATE IfCEIWW ET STATE Stale PoWca.ras leawdw barearmn P.eadeer:anen Construction ❑ Construction 90CM0136 DATE RECEIVED SY FEDERAL AGENCY Federn WenNl.. ❑ Non.Conanuao, ❑ NOnConalnlctnn 90CM0136 S. APPLICANT INFORMAncm Lagar Name OrpansTaminal Unit Weld County Division of Human Services Family Educational Network of Weld County • Adores,(give ON. county. stale. and VP coda? Name and teMoldM minter of CM coma to be Grimiest On manors.NO..p 1551 North 17th Avenue Owswam Avv•angina P.O. Box 1805 Walter J. Speckman Greeley, CO 80632 Executive Director (970) 353-3800 ( ( I EMPLOYER IOENTIFICATWN NUMBER IE1N1. 7. TYPt OF APPLICANT;(wise awa.ttp,ale M,NF n boat IJ ^ • 8 4 6 I 0 0 0 8 1 3 A Stale M Independent Scb°w wet R Car' I Sole Centro nit InamunOn aR Hate,Learnrrq E TYPE OF APPLICADOQ C. WI,Iaw J Prune Unman,/ 0 TO.nn,Io tC Ind an Trite 0 New 0 Continuation R.nsdn E Mine L IndlWOln F NN vna.cnal M Prat O.Damtndn It Revision. wler aodrorauu Coeds,in Sala,: G Spa Gaunt N. Oman(Swart) A Increase Award B. Oarraaw Anna C Increase Ou,nron D Decrease DWauon Other ladecrryl' - I. NAME Of FEDERAL AGENCY: DHHS/ACF ACYF/Migrant Branch M. CATALOG Of FEDERAL DGYESTC ASSISTANCE Of NURSER 9 3 e 6 0 0 It. DESCRiIttVt IRIS Of APPUCAN S PROJECT: Migrant Head Start Project Tina Migrant Head Start Program Year 1999 IT. AREAS AFFECTED SY PROJECT(b common.(cream.co ,Mlet etc) Program Improvement Colorado - Northern IT. PROPOSED PROJECT: ta. CONGRESSIONAL DISTRICTS OF'. Start Oats Ending Oast a Aoo cant b. Plnact IS.ESTIMATED FUNDING: IS.IS APPLRJT10N SUBJECT TO REVIEW SY STATE IMECURYE ORDER 1 PROCESS/ ■ Fades E 778,500" a YES THIS FREAPPUCATION/APPUCATION WAS MADE AVAILABLE TO THE STATE EXECUTIVE ORDER 12372 PROCESS FOR REVIEW ON o AOOecan, S .OD DATE c State E .00 b NO ® PROGRAM IS NOT COVERED SIT E O. 123T2 d total E 344,0000° 0 DR PROGRAM HAS NOT BEEN SELECTED BY STATE FOR REVIEW e Ouse E .00 I Program Income S DO II. IS HE APPLJCAJR OEUNOI]ENT ON ANT FEDERAL DEST7 q TOTAL I S ❑ Yea If'Yes.'attaeb an uxplanaMG 0 No 1,122,500DG Ie. TO THE BEST OF MY KNOWLEDGE AND SEUEF.ALL DATA IN THIS APPLICATIONPREAMLICATWN Alt TINE ANC CORRECT.THE DOCUMENT NAS SEEN CULT AUTHORIZED ST THE GOVERNING SCOT OF THE APPLICANT AND THE APPLICANT WILL COMPLY WRI.ME ATTACHED ASSURANCES IF THE ASSISTANCE IS AWARDED a Typed Name al A.Jm ,,,ed FIMMIsentaI,y. p Tele Chair, Weld County Board C Tadhn s.mber Gala K. Hall of County Commisioners (970) 356-4000 O flatus,n Aunts:Sad 7 910 e Data Sired .�%i%X � s� CV/21/9y • CONTENTS Standard Form 424 Budget Narrative Page 1 Narrative Pages 2-3 Assurances Page 4 Schedule of Construction Page 5 ATTACHMENTS Policy Council Signature Legal Description/Appraisal Maps Certification of Appropriateness Building Plans Technical Specifications Environmental Assessment Pertinent Procurement Policies Facilities Checklist 990140 C,.IC flflS . PART III - BUDGET INFORMATION SECTION A- BUDGET SUMMARY GrantP , Federal Estimated Unobiigated Funds I_ New or Revised Budget nction °r ActivityCatalog No. Federal Non-Federal Federal I Na►Federal . Total (a) m1 (c) (d) (e) (D — (g) 1. PA 23 - 193.600 S $ $ 778,500 $ _$ 344,000 2 I. 3. I I 4. I I I 5. TOTALS S IS IS 778,500 IS Is 344,000 SECTION 8 BUDGET CATEGORIES .Grant Program. Function or Activity Total 6. Object Cass Categories (11 (21 131 (41 (51 a. Personnel IS IS S IS IS b. Fringe Benefit I I I I c. Traver I I d. Equipment e. Supplies I I Cont f. Constructionacatal I g. Construction778,500 _ h. Other I. Total Olreet Charges j. Indirect Charges I I I 778,500 It. TOTALS $778,500 S S .$ $ 778,500 7. Program Income S S S S S 990140 Ca a COMMON SECTION C-NON-FEDERAL RESOURCES (al Grant Program I (b)APPLICANT I (c)STATE I (d) OTHER SOURCES I (el TOTALS I 8. I IS Is 344,000 Is 344,000 ! 9. I I I 10. I 1 1 I I 1 n. I I I I I 12. TOTALS I5 IS IS 344,000 Is 344,000 I SECTION 0.FORECASTED CASH NEEDS Total for 1st Year 1 1st Quarter 1 2nd Quarter I 3rd Quarter I 411 Quarter 13. Federal IS 788,500 $ 15 IS IS 1 14. Non-Federal 344.000 I I I . I 15. TOTAL I$ 1 ,122,500 r5 Is IS Is i SECTION E- BUDGET ESTIMATES OF FEDERAL FUNDS NEEDED FOR BALANCE OF THE PROJECT (a) Gram Program FUTURE FUNDING PERIODS NEARS) i (b)FIRST I (c)SECCND 1 (d)THIRD I (e)FOURTH I 16. IS 788,50-0 IS IS IS 1 17. I I I 18 I I I 19. I I I I I I I I 20. TOTALS IS IS IS IS 1 SECTION F-OTHER BUDGET INFORMATION (Attach Additional Sheets if Seminary) 21. Direct Charges 22. Indirect Charges: 23. Remancs: • PART IV PROGRAM NARRATIVE (Attach per Instruction) 990140 FAMILY EDUCATIONAL NETWORK OF WELD COUNTY FACILITY BUDGET NARRATIVE Building Construction: General Conditions (Super) 22,000.00 Bonds,Permits, Fees 8,700.00 Sitework 58,300.00 Concrete 42,600.00 Masonry 8,400.00 Metals 15,000.00 Rough Carpentry 46,000.00 Finish Carpentry 2,800.00 Insulation 7,000.00 DRYVIT 17,300.00 Roof 27,000.00 Joint Sealers 600.00 H.M. Doors/Frames/Hdwr. 10,000.00 Aluminum Storefront Sys. 27,500.00 Metal Studs &Drywall 22,000.00 Painting 9,000.00 S.A.C.T. 9,000.00 Flooring 14,000.00 Toilet Partitions 7,000.00 Flagpole 1,400.00 Casework 26,000.00 Mechanical 71,000.00 Plumbing 42,000.00 Site Utilities 6,000.00 Storm Drain 5,400.00 Electrical 45,000.00 Overhead 48,000.00 TOTAL CONSTRUCTION COST: $599,000.00 Non construction costs: Sewer&Water Taps 50,000.00 Landscape (includes sprinkler system) 15,000.00 Sidewalks 10,000.00 Asphalt/Parking 22,000.00 Architectural/Engineering 2,500.00 Project Management 25,000.00 Playgrounds (3) 55,000.00 TOTAL NON-CONSTRUCTION COST $179,500.00 TOTAL FEDERAL COST: $778,500.00 TOTAL IN-KIND MATCH 344,000.00 (land donation) TOTAL PROJECT COST $1,122,500.00 -1- 990140 FAMILY EDUCATIONAL NETWORK OF WELD COUNTY MIGRANT HEAD START PROGRAM REQUEST FOR FACILITIES FUNDING PROGRAM IMPROVEMENT Need for Assistance of a Facility The Family Educational Network of Weld County is requesting $778,500.00, for the construction of a Migrant Head Start facility. Currently, we are sharing facilities with our Regional Head Start Program. As a result of sharing facilities,the migrant children and families are not receiving services for the needed amount of time they are in the area or working in agricultural related employment. We operate the Migrant Head Start Program from mid-June through the end of September. Our Community Assessment indicates that the appropriate length of operation would be from mid-April through December. Furthermore, with the Reauthorizaton of the Head Start Act, the definition for migrant eligibility has been expanded and with the current model of shared facilities,FENWC will not be able to meet the demand for Migrant. Head Start Services. Our program received on on-site monitoring August 2, through the 6, 1998. The review stated, "Facilities continue to be an issue for the program. The Community Assessment and interviews with growers and parents along with record reviews indicated the need for a longer service period. The ability to provide the extended length of service is directly impacted by lack of available space and staff due to the overlap of the Regional and Migrant Head Start calendar program dates of operations." The facilities also are age and developmentally appropriate for preschool age children and not infants and toddlers served by the Migrant Head Start Program as well as the playgrounds. The aforementioned review also reflected,"Several outdoor physical environments are not responsive to the physical, emotional and cognitive needs of infants, and toddlers. Incident reports at several centers reflected a need to revisit,and redesign the outdoor environments to more carefully meet their needs." After researching alternatives to constructing a facility for the Migrant Head Start Program it was determined that other options would be costly and impractical. Greeley currently has no facilities available that would allow for expansion and growth with regard to space and zoning constraints. There are no available appropriate sites for rental consideration. The sites available for rental are in basements or in commercial areas that would not be licensable by the Colorado Department of Human Services, Child Care Division. All of the above was researched with a realtor from Sears and Company, The Team. If we are unable to secure facilities to serve the Migrant Head Start population we will be faced with no other alternative then to operate using our current model. We have approached the child care community to in hopes to coordinate efforts and they have indicated that at the current time they also have limited space. Another issue the childcare centers have is very limited availability for infant and young toddler care. -2- 990140 The proposed facility will be located in northern Greeley(see legal description and map), 1401 North 17 Avenue. The location of the facility is easily accessible by families from throughout northern Weld and Larimer Counties. The facility is also in close proximity to agencies which provide supportive services to migrant families, and include; the Health Department, Employment Services, and the Department of Social Services. The Weld County Board of County Commissioners has obligated a 4 acre tract of land for the construction of a Migrant Head Start site. This plot will also allow for future expansion if the need arises. We currently have a facility in Frederick which provides services to families in the southern areas of our catchment area and will be able to accommodate services for the extended period of time necessary to meet the needs of our migrant population. The proposed Migrant Head Start facility will serve seventy-five children from the ages of birth through five from mid-April through December. We are proposing to have two of each of the following classrooms,infant,toddler and pre-school. If additional space is required during the high impact season, July through mid-September we will have the use of current Regional Head Start facilities,as they will not be in use at this time. This will ensure that all families coming into the area will receive needed services. The facility will also have office space,an exam room so that medical providers can examen children, and a computer area for family literacy. 3 990140 ASSURANCES The Weld County Board of Commissioners agree to the following conditions/assurances upon submission of this proposal. 1. The facility will be constructed to comply with local licensing and code requirements,ADA, Section 504, and flood Disaster Protection Act. 2. The Weld County Division of Human Services'Family Educational Network of Weld County, Migrant Head Start Program will operate the Migrant Head Start Program from said facility for the useful life of the facility. 3. The Weld County Division of Human Services'Family Educational Network of Weld County, Migrant Head Start Program will comply with requirements of Uniform Relocation Assistance and Real Property Acquisition Policies Act. 4. The Weld County Division of Human Services'Family Educational Network of Weld County, Migrant Head Start Program will comply with all conditions placed on grant regarding protecting Federal interest, inspection reports, use of the facility default on mortgage, insurance,maintenance of facilities,copies of official documents,retention of records,audits, prior approval for use of grant funds, program income, and procurement procedures. 5. The Weld County Division of Human Services'Family Educational Network of Weld County, Migrant Head Start Program will comply with all requirements of the Davis-Bacon Fair Labor Standards Act (40 USC 276a-276a-5). -4- 990140 SCHEDULE FOR CONSTRUCTION AND OCCUPANCY Upon written notification of funding the following schedule will be followed, with an anticipated occupancy date of April, 2000. It will take 60 to 90 days for the bid process and the Planned Unit Development(PUD)hearings and approval from the City of Greeley. Weld County does not commence with the bid process or do they enter into contractual agreements, until they have received notification of funding, therefore; contracts are not contained in this grant proposal. Once we have received PUD approval construction of the facility will occur and the following anticipated schedule will be begin: ✓ Month 1 - Sitework to include; surveys, clearing and excavation. Structural steel - set Concrete to form and pour footers, walls and pad. ✓ Month 2 Masonry Rough carpentry - frame & finish exterior walls Begin electrical and mechanical applications. ✓ Month 3 Roof and insulation. Begin interior walls. Begin plumbing. ✓ Month 4 Set doors and windows. Finish mechanical and electrical applications. ✓ Month 5 Specialities - install toilet partitions, cabinet units, etc. Parking lot Landscape and sidewalks. ✓ Month 6 Set-up for business. -5- 990140 LEGAL DESCRIPTION A Tract of land situated in the Northwest Corner of Tract"D" Weld County Business Park P.U.D., located in the Northeast Quarter of Section 31, Township 6 North, Range 65 West of the 6th Principal Meridian, County of Weld, State of Colorado. Address is known as 1401 North 17th.Avenue, Greeley, Colorado 80631. Said Tract of land contains 4.0 acres, more or less. • 990140 APPRAISAL A Tract of land situated in the Northwest Corner of Tract"D" Weld County Business Park P.U.D., located in the Northeast Quarter of Section 31, Township 6 North, Range 65 West of the 6th Principal Meridian, County of Weld, State of Colorado. Address is known as 1401 North 17th Avenue, Greeley, Colorado 80631. Said Tract of land contains 4.0 acres, more or less. The above tract of land has an estimated value of$344,000 per the Weld County Assessor. Comparable parcels in the Weld County Business Park have been valued at $2.00 per square foot in the last twelve month period. Parcel has approximately 172,000 square feet in total area for a total estimated value of$344,000. Donald D. Warden, Director, Weld County Finance and Administration 990140 c image s 408 pixels http://www.entertam.corn/wedgwood/info/eocn1Y.g0 f(lIer6 ' � �2 � d : 2 : % fPhi lips • . o �.. wd w�' &\� �;, - v > .yv • y y� . »wm . x >:a yw, y. > y : y .> a \ / % /\ • leen 474.4 >,. \« . .G War , 990140 , a. 1/8/1999 , PNI El 1 $.' Z •• 3� ;'. d U a, p � Z W c O 16 Q 3 -- N i2 2 ,....J • �c• ry •• N cJ • � Q les. ___ • • • • L• In - \ � N coCDn < O C O o- N j • C RI ry � N Z a) C Y2teN — a. P `, om •, u o ym O C a - wQ _ > to a Z n ^` _ N W p Y J 0 - V 3 /Ons 4 G', '•..N a Ou. vi UNION PACIFIC a m V c �'�" S O r^• c° oo O cW c Gi �� tee- rk. . NT- I r o OJ 990140 Location of Weld County Human Services / Greeley Job Service i 7 4-way stop Turn South !H , _ )"______ / on N. 17th Ave. ;, I �_ ic 0-St — tfeeley Junction ti ©� irCom-r•- .iet a ka r 4 3 t. Ave 1 No. 35th Av. t iuu .//1 r -:...- : k• N.l l th Av. �lty4 `s I �\ on Draw as x _ S I Isl• .�. • k e. 3 IllaWitilainal as It I /Ifs , t T , 1 i��I cans Sth St. �� ' Ara ow To I-25 ��1ifit " iew Pa �1 ®I i�lni� I pie, .. . iItegizAr[VI I� ®�o®s+��r r-el-y flL • ®l 1®ri 11 26 3 ...��`,`® miNII11I®i i1ii®11c,sçub . rriz.�, �91, 'i1I nemillIIIIIIIIIIIIINEHIM --lai We / allillitillMS11711I mon A i - 1 401.i a7prir e Ell ,rado Q / "�Irina i: misimmena; ■ r Dili■ 35th Av. z. r: gill ..... ....r., :.: se 45 .1" et 'rl►�*�i[i� • ®® 11 55k si1`� ® iifia- ��min ma o adkso I Fi=d- -. E®lam ■■ it r.aimmumil gp o c / sups E`er'® 1111 am To I-25 I24Th-5t a� ®® =.®,., , 1 `� ?dada IMIIIM �_34� A` �� ''� 111 f. �: pit As® US 34 Byp ®� ` t ®� I�/ MI 'Eines) f To Denver t/n rt r� m 99E DcLo ¢ So-set AUss USA i re 1 o, n \ ' . 6 I . \ SCALE: 1" = 600't "0" STREET �I N 4i w rr,� wC. NI �"Nc7 C.C.-„rP s SYKES SYKES WELD COUNTY WELD COUNTY PHASE IIei/i \ I OFFICES OFFICES • PRIVATE ROAD V N. 17th AVENUE /'/' WELD COUNTY TRACT 'D' AMBULAPJCE BLDG. S . \tk<' \\ ALTERNATIVE HOME C. LOCATION ION 0.Je�o�Py SG� FOR YOUTH t "P'L oft tp2--� ISLAND GROVE m 9T F\- c�-"1 cS t ' REGIONAL TREATMENT '' P ,\SPJp tl CENTER 0 I w 9Q i W \ ` I WQ "`V\ /� L ti CO --------7 COUNTY S AGRICULTURAL TRACT 'C' IdlUll "H" STREET • \--- ) o a \ \ Sa River .0y0 AM , pow et4350,4a'sc'^°" '‘;:%J 'soWu CCO .yw:.0..- ISLAND •OROVE ai•,y0••,Ar+. 2 46 , ••-"•tn. !h 77REGIONAL PAR 4 ,.r-.'• ,•wwui VICINI'1'V VAP 990140 FROM : ROBERTS ARCM TECTS FAX NO. : Jan. 03 1999 08:19PM P2 oerts rcinItects 921 Thirty-eighth Avenue Cc.irt phone: (970) 353-7232 Greeley, Colorado 80634 fax: (970)353-4988 • January 4, 1999 To Whom It May Concern: This is to certify that the design and specifications forthe proposed day care facility are technically appropriate for a facility of this type_ The facility complies with all applicable local,state and federal regulations for a day care facility. 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OA _o_c ii!a N V V ;, i CC 0 0 O J • r ,5/ o-,9Z c 7QZ w r `o .lam ;7. s.p '''{ � .: _ , 11 .aaniPD ll' n ,1111 �I LF��6117 z N /Am; ,ICl/^ __ _ _.\ y - — �..r..• OS, ;." `gal Y °� / 1 � '� 1� a Y rt v, _,_,, _ , �rD 'g II ui 'AT, I 4 , ,... ,i, ■ i � s� � o 6. of Giro - <4_ :T\ 1 , irr_T , j 1p r / \ \<__ _>,, \, / O yy ,,_. —+ SECTION 01010 - SUMMARY OF WORK A. WORK COVERED BY CONTRACT DOCUMENTS This work includes the furnishing of all labor, materials, services, equipment and appliances in conjunction with the construction, including sitework, of the Highland Day Care Center at Ault, Colorado, except as otherwise described below under WORK BY OTHERS . B. WORK BY OTHERS 1. Landscape planting and sprinkler irrigation system. (Contractor to provide underground pipe sleeves and irrigation tap shown on drawings . ) 2. Food service and laundry equipment indicated on drawings "By Others" or "By Owner" . Contractor to provide utility rough-ins and final connections to equipment. 3 . All furniture and loose furnishings. (Contractor to provide wall blocking where indicated on drawings. ) 4. Telephone system (Contractor to provide conduit and outlet boxes ) . 5. Playground equipment . 6. Window treatments and other specialty items not shown or specified. C. CONDITIONS AND REQUIREMENTS 1. GENERAL: Division 1 - General Requirements shall govern work under all divisions of the Specifications . 2. SPECIFICATION LANGUAGE EXPLANATION: Specifications are of abbreviated, simplified or streamlined type and include incomplete sentences . Omissions of words or phrases such as "the Contractor shall", "in conformity there- with", "shall be", "as noted on drawings", "a", "the", are intentional. Supply omitted words "shall be" or "shall" by inference when colon is used within sentences or phrases . Supply words "on the Drawings" by inference when "as indicated" is used with sentences or phrases . "Provide" shall mean furnish and install . For purposes of these specifications "Architect" shall mean Owner or Owner 's authorized representative and "Owner" shall mean Owner or Owner 's authorized representative. 3. APPLICABLE CODES: All work shall conform to the latest edition of the Uniform Building Code as adopted by the local authority and all applicable national, state and local codes and ordinances. All work shall conform to the Uniform Federal Accessibility Standards . 4 . PERMITS AND FEES: The Contractor shall secure all permits and licenses for proper execution and completion of work . The Town of Ault will waive building permit fees . Any other fees required by the Town of Ault will be paid directly by the Owner . 990140 01010 - 1 5. TAXES: The Owner is exempt from sales and use taxes on products Permanently incorporated in the Work . Weld County's tax exempt number, 98-03551, shall be applicable for this project in lieu of payment of the above described taxes . Do not therefore, include sales and use taxes in bids . 6 . CONTRACTOR USE OF PREMISES: Confine operations at site to areas permitted by law, ordinances, permits, and the Contract Documents . Do not unreason- ably encumber site with materials or equipment. Do not load structure with weight that will endanger structure . Assume full responsibility for protec- tion and safekeeping of products stored on premises . Move any stored pro- ducts which interfere with operations of Owner or other Contractor . Obtain and pay for use of additional storage or work areas needed for operations . 7 . EXAMINATION OF SITE: Failure to visit site will in no way relieve any Contractor from necessity of furnishing materials or performing work that may be required to complete work in accordance with Drawings and Speci- fications without additional cost to the Owner . 8 . COORDINATION: Coordinate work of the various sections of Specifications to assure efficient and orderly sequence of installation of construction elements with provisions for accommodating items installed later . Coor- dinate the installation and/or final connections of all items furnished by the Owner . END OF SECTION 01010 - 2 SECTION 01020 - ALLOWANCES A. Amount of each allowance includes net cost of product, delivery and unloading at site, and applicable taxes . B. In addition to amounts of allowances, include in Bid, for inclusion in Contract Sum, Contractor 's costs for handling at site, protection from damage, labor, installation, finishing, other expenses required to complete installation, overhead and profit. C. Should actual cost be more or less than specified amount of allowance, Contract Sum will be adjusted by Change Order equal to amount of difference . • D. Purchase and install products under each allowance as directed by the Architect. Include allowance amounts in Bid for inclusion in Contract Sum. 1. Allow in bid for Builders Hardware (Section 08710 ) except hardware provided with aluminum entrance doors (Section 08410) : $ 5,000 . 00 . END OF SECTION • 990140 01020 - 1 SECTION 01030 - ALTERNATES A. GENERAL: Submit alternate proposals on work described in this section. Each alternate proposal shall be the monetary difference from the base bid, re- flecting all changes, additions, deductions or adjustments affecting work included in base bid. Owner reserves the right to accept or reject each alternate bid and to adjust the Contract Sum accordingly, as follows : B. DESCRIPTION OF ALTERNATES: Alt. No. 1: Delete skylight and related roof and ceiling work . Alt. No. 2 : Delete steel frame and canvas patio canopy at northeast side of building. • END OF SECTION 990140 01030 - 1 SECTION 01045 - MATERIALS AND EQUIPMENT A. GENERAL: Contractors are responsible for safe delivery, storage and handling of all materials and equipment to prevent damage . B. TRANSPORTATION AND HANDLING: Transport products by methods to avoid damage . Deliver in undamaged condition in manufacturer 's unopened containers or packaging, dry. Provide equipment and personnel to handle products by methods to prevent soiling or damage. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. C. STORAGE AND PROTECTION: Store products in accordance with manufacturer 's instructions, with seals and labels intact and legible . Store sensitive products in weather-tight enclosures; maintain within temperature and humidity ranges required by manufacturer 's instructions . For exterior storage of fab- ricated products, place on sloped supports above ground. Cover products subject to deterioration with impervious sheet covering; Provide ventilation to avoid condensation. Store loose granular materials on solid surfaces in a well- drained area; Prevent mixing with foreign matter . After installation, provide coverings to protect products from damage from traffic and construction oper- ations; remove when no longer needed . END OF SECTION • 990140 01045 - I SECTION 01300 - SUBMITTALS, PRODUCTS, AND SUB"T'mUTT ON" A. SUBMITTALS PROCEDURE: The General Contractor shall make submittals to :he Architect where required in the Specifications . Do not make submittals directly to the Architect 's consultants . Submittals made directly by Subcontractors or Suppliers will not be accepted . The Architect and his consultants will review submittals for conformity with design only. Quantities and dimensions are the responsibility of the Contractor . Proper fitting, construction of work, fur- nishing of materials and work required by the Contract Documents but not indicated in submittals remain the responsibility of the Contractor . Review of submittals shall not be construed as approval from requirements of Contract Documents unless deviations from Contract Documents have been specifically noted on submittals. The General Contractor shall make re-submittals until the concurrence of the Architect is obtained. B. PROGRESS SCHEDULE 1 . The General Contractor shall submit to the Architect a progress schedule in the form of a chart indicating the dates for starting and completion of the various stages of the work. Three copies of the progress schedule shall be submitted within ten days after receipt of Notice to Proceed . With each monthly application for payment, submit three copies of the updated con- struction schedule indicating actual work progress in comparison to scheduled progress. 2. Prepare and submit an estimate of partial payments as reflected by estimated work progress with submittal of construction schedule . 3. With each monthly application for payment, submit an itemized report of the delivery status of major and critical items of purchased equipment and material, including shop drawings and the status of shop and field fab- ricated work . 4 . If the completion of any part of the work or the delivery of materials is behind the construction schedule, submit a plan for bringing the work up to schedule . The Owner shall have the right to withhold progress payments for the work if the Contractor fails to update and submit the progress schedule and reports as specified . 5. Nothing in these requirements shall be deemed to be a usurpation of the Contractor 's authority and responsibility to plan and schedule the work as he sees fit, subject to all other requirements of the Contract Documents. C. SHOP DRAWINGS AND PRODUCT DATA 1. Shop Drawings : Submit 3 blueline prints each. 2 . Product Data: Submit 5 copies each. 3. Job Site Documents: Only accepted Shop Drawings and Product Data shall be kept at the job site . The General Contractor shall keep a complete set of such documents on file at the job site. 01300 - 1 990140 Fielde lrP P e 11 P fieldmeasurementsare the responiib1_ it of 4 . Measurements: B_q�_-_d _'n_ the Contractor and will be made after Shop Drawings have been checked by the Architect. D. SAMPLES 1. The Architect will provide the General Contractor with a checklist in- dicating materials where color, texture or finish is subject to selection or review. 2. Promptly after receipt of checklist, the General Contractor shall assemble and deliver to the Architect a complete collection of required samples . 3. Upon receipt of a complete collection of samples the Architect will, with reasonable promptness, make the selections and prepare and deliver to the General Contractor a schedule covering items subject to selection. 4 . The Architect reserves the right not to make individual determination or selections until all samples are furnished to him. E. PRODUCT OPTIONS 1. Products specified by reference standards or by description only: Any product meeting those standards. 2. Products specified by naming one or more manufacturers with a substitution paragraph: Submit a request for substitution for any manufacturer not specifically named. 3 . Products specified by naming one or more manufacturers: Products of named manufacturers meeting specifications; no options, no substitutions allowed . END OF SECTION 01300 - 2 SECTION 01010 - SUMMARY OF WORK A. WORK COVERED BY CONTRACT DOCUMENTS This work includes the furnishing of all labor, materials, services, equipment and appliances in conjunction with the construction, including sitework, of the Highland Day Care Center at Ault, Colorado, except as otherwise described below under WORK BY OTHERS . B. WORK BY OTHERS 1. Landscape planting and sprinkler irrigation system. (Contractor to provide underground pipe sleeves and irrigation tap shown on drawings . ) 2 . Food service and laundry equipment indicated on drawings "By Others" or "By Owner" . Contractor to provide utility rough-ins and final connections to equipment. 3 . All furniture and loose furnishings. (Contractor to provide wall blocking where indicated on drawings. ) 4. Telephone system (Contractor to provide conduit and outlet boxes ) . 5 . Playground equipment . 6. Window treatments and other specialty items not shown or specified. C. CONDITIONS AND REQUIREMENTS 1. GENERAL: Division 1 - General Requirements shall govern work under all divisions of the Specifications . 2. SPECIFICATION LANGUAGE EXPLANATION: Specifications are of abbreviated, simplified or streamlined type and include incomplete sentences. Omissions of words or phrases such as "the Contractor shall", "in conformity there- with", "shall be", "as noted on drawings", "a", "the", are intentional . Supply omitted words "shall be" or "shall" by inference when colon is used within sentences or phrases . Supply words "on the Drawings" by inference when "as indicated" is used with sentences or phrases . "Provide" shall mean furnish and install . For purposes of these specifications "Architect" shall mean Owner or Owner's authorized representative and "Owner" shall mean Owner or Owner 's authorized representative. 3 . APPLICABLE CODES : All work shall conform to the latest edition of the Uniform Building Code as adopted by the local authority and all applicable national, state and local codes and ordinances. All work shall conform to the Uniform Federal Accessibility Standards . 4 . PERMITS AND FEES: The Contractor shall secure all permits and licenses for proper execution and completion of work . The Town of Ault will waive building permit fees . Any other fees required by the Town of Ault will be paid directly by the Owner . 99O14O 01010 - 1 5. TAXES : The Owner is exempt from sales and use taxes on products permanently incorporated in the Work . Weld County's tax exempt number, 98-03551, shall be applicable for this project in lieu of payment of the above described taxes . Do not therefore, include sales and use taxes in bids . 6 .. CONTRACTOR USE OF PREMISES: Confine operations at site to areas permitted by law, ordinances, permits, and the Contract Documents . Do not unreason- ably encumber site with materials or equipment. Do not load structure with weight that will endanger structure . Assume full responsibility for protec- tion and safekeeping of products stored on premises . Move any stored pro- ducts which interfere with operations of Owner or other Contractor . Obtain and pay for use of additional storage or work areas needed for operations . 7 . EXAMINATION OF SITE: Failure to visit site will in no way relieve any Contractor from necessity of furnishing materials or performing work that may be required to complete work in accordance with Drawings and Speci- fications without additional cost to the Owner. 8 . COORDINATION: Coordinate work of the various sections of Specifications to assure efficient and orderly sequence of installation of construction elements with provisions for accommodating items installed later . Coor- dinate the installation and/or final connections of all items furnished by the Owner . END OF SECTION Al . 2 a , 01010 - 2 SECTION 01500 - TEMPORARY FACI::T:rs AND CONTROLS A. TEMPORARY FACILITIES 1. GENERAL: Contractor snap_ furnish temporary facilities, utilities, safety and control equipment to the job site as required by this Work . 2 . TEMPORARY PROTECTIVE FACILITIES : a) Provide and maintain protective devices and facilities for the pro- tection of the public and the general protection of all workmen on the project including but not limited to danger signs warning against hazards; fire protection equipment; first aid equipment; temporary walks, roadways, barricades, bulkheads, railings, danger lights and signals, etc. as required for this work. b) Maintain temporary protective facilities in good condition throughout the term of the work. Repair and replace any work damaged thereby. c) Keep danger lights lighted each night from sundown to sunrise. d) Be responsible for the adequacy or safety of ladders, scaffolding, shoring, bracing, tools, equipment, paint storage areas, cranes or hoists, ramps or runways, formwork or other structures or: devices provided . 3 . FIELD OFFICE AND TELEPHONE: Contractor shall provide and maintain field office with telephone service . Toll charges will be paid by the responsible party. 4 . CLEANING DURING CONSTRUCTION: Contractor shall keep the building and site free of waste materials and rubbish. Contractor shall daily transport such material to a designated location on site. Contractor shall periodically dispose of rubbish off site . 5. PROJECT IDENTIFICATION: Provide project identification sign of wood frame and exterior grade plywood construction, painted by professional sign painter to Architect 's design and colors . See drawing at the end of this section. 6 . REMOVAL: Remove temporary materials, equipment, services and construction prior to completion. - B. QUALITY CONTROL • I. GENERAL: Maintain quality control over suppliers, manufacturers, products, services, site conditions and workmanship to produce work of specified quality. 2. TESTING LABORATORY SERVICES : Owner will employ and pay for testing laboratory inspections and tests as required under Division 2 - Sitework and Division 3 - Concrete. Cooperate with testing laboratory to furnish access, samples and temporary facilities as required . The testing agency shall distribute one copy each of all reports to the offices of the Owner, the Architect and the Contractor . END OF SECTION 9901.40 01500 - 1 SECT:TN O1700 - PROJECT CLOSEOUT A. FINAL CLEANING: Clean interior and exterior surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces . Clean equipment and fixtures to a sanitary condition; clean or replace filters of mechanical equipment. Clean ' roofs, gutters, downspouts, and drainage systems . Clean site; sweep paved areas, rake clean other surfaces . B. PROJECT RECORD DOCUMENTS : Store documents separate from those used for construction. Mark any revisions or additions and locations of concealed construction and utilities . Keep documents current; do not permanently conceal any work until required information has been recorded. At contract closeout, submit documents to Architect. C. OPERATION AND MAINTENANCE DATA: Submit copy of operation and maintenance instructions for equipment and systems in a looseleaf binder . Include parts lists and local service agency. D. SYSTEMS DEMONSTRATION: Prior to final inspection, demonstrate operation of each system to Architect and Owner . Instruct Owner in operation, adjustment and maintenance of equipment and systems . E. WARRANTIES AND BONDS : Provide 2 notarized copies executed by subcontractors, suppliers and manufacturers . F. SPARE PARTS AND MAINTENANCE MATERIALS: Provide products, spare parts, and maintenance materials in quantities specified in each section, in addition to that required for completion of work . Deliver to Owner. G. EVIDENCE OF PAYMENTS, AND RELEASE OF LIENS : Provide Contractor 's release or waiver of liens . Provide separate releases of waivers of liens for sub- contractors, suppliers, and others with lien rights against property of Owner, together with list of those parties. END OF SECTION • 994140 OI700 - SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Clear and grub trees, stumps, vegetation, debris, rubbish, and designated improvements from site . B. Protect trees, landscaping, site improvements, and other items not scheduled for clearing, or that might be damaged by construction activities. C . Strip topsoil and stockpile at approved location on-site. D. Provide temporary erosion and dust control. 1.02 SUBMITTALS A. Submit for approval schedule of site clearing. 1. 03 QUALITY ASSURANCE A. Comply with governing codes and regulations . Use experienced workmen. PART 2 - PRODUCTS - Not Applicable To This Section. PART 3 - EXECUTION 3 . 01 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 trees . Provide and maintain temporary guards to encircle trees or groups of trees; 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 approved emulsified asphalt plant coating. C. Repair or replace vegetation which has been damaged or pay damages . Remove heavy growths of grass before stripping. Stockpile satisfactory topsoil without stones, foreign matter and weeds in locations directed . 021'_n - 1 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 to not 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 unsatisfactory topsoil from site and dispose of in a legal manner. END OF SECTION • 990140 02110 - 2 2. 01 MATERIALS A. Clean, on-site soils or imported materials shall be used for the following: 1. General Site Grading 4. Exterior Slab Areas 2. Foundation Areas 5 . Pavement Areas 3 . Interior Floor Slabs 6. Foundation Backfill B. Select granular materials shall be used as backfill behind earth retaining structures . C. Frozen soils shall not be used as fill or backfill . D. Imported soils, if required, shall conform to the following: Gradation (ASTM C136) : percent fines by weight 6" 100 3" 70-100 No. 4 Sieve 50-93 No. 200 Sieve 25 (max) Liquid Limit 30 (max) Plasticity Index 6 (max) E. Aggregate base and gravel surfaces shall conform to Colorado Departmentof Transportation Class 6 specifications. PART 3 - EXECUTION 3. 01 EXCAVATION: A. Excavate for footings and walls to depths indicated and as required for aggregate base below slabs. B. Control water from entering excavations . Provide pumping and well points as required to control water within excavations . C. Where overexcavation occurs, whether unauthorized or as required by Testing Laboratory, fill to required subgrades with compacted materials per Testing Laboratory recommendations at no extra cost to Owner . 3 .02 PREPARATION OF SUBGRADE A. SLAB SUBGRADE PREPARATION: Where existing soils will support floor slab, the soils shall be scarified, moisture conditioned and compacted to a minimum depth of 8 inches. A minimum 4 inch layer of aggregate base course shall be placed beneath slabs . B. PAVEMENT SUBGRADE PREPARATION: The subgrade shall be scarified, moistened as required, and recompacted for a minimum depth of twelve (12 ) inches prior to placement of fill and pavement materials. Proof rolling of the exposed subgrade with heavy pneumatic tire equipment shall be performed to depict any zones of soft or unstable soil conditions . Areas exhibiting excessive deformations shall be stabilized with a materials per Testing Laboratory recommendation at no extra cost to Owner . �,' 990140 FECTION 02200 - EARTHWORK PART 1 - GENERAL 1. 01 SUMMARY A. Perform excavation, filling, compacting and grading operations both inside and outside building limits as required for below-grade improvements and to achieve contours and elevations indicated. Provide trenching and backfill for mechanical and electrical work and utilities . B. Provide subbase materials, drainage fill, and common fill materials for slabs, pavements, and improvements . C. Provide suitable fill from offsite if on-site quantities are insufficient, and dispose of excess fill offsite . D. Provide rock excavation without blasting unless blasting is specifically authorized. 1.02 SUBMITTALS A. Submit for approval test reports . 1.03 QUALITY ASSURANCE A. An independent testing laboratory shall be employed in accordance with Section 01500, Testing Laboratory Services, to inspect all compacted fill and for compacted backfill placed on the project. 1. 04 SUBSURFACE CONDITIONS A. A Geotechnical Engineering Report No. 21955037, dated May 18, 1995, has been prepared by Empire Laboratories, Inc. A copy of the report may be inspected at the office of the Architect. B. This report was obtained only for use in foundation and parking area design and is not a part of the Contract Documents . The report is available for the Contractor 's information but is not a warranty of the subsurface conditions . The Contractor may use the report at his own risk. C. The Contractor should visit the site and acquaint himself with site conditions . The Contractor may make his own subsurface investigation to satisfy himself with site and subsurface conditions . 1.05 EXISTING CONDITIONS A. Existing fill on the site should not be used for support of foundations without removal and recompaction. The extent of the removal operations, if any, will be dependent upon field verification of the structural integrity of the existing fill as determined by the Testing Laboratory. PART 2 - PRODUCTS 02200 - 1 3 . 03 PLACEMENT AND COMPACTION OF FILL A. Place and compact fill in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift . B. Uncompacted fill lifts shall not exceed 10 inches loose thickness. C. No fill shall be placed on frozen ground . D. Materials shall be compacted to the following: Minimum Percent Compaction Materials (ASTM D698) Subgrade soils beneath fill areas 95 On-site soils or approved imported fill: Beneath foundation 98 Beneath slabs and pavements 95 Aggregate base (beneath slabs) 95 Miscellaneous backfill 90 E. If a well defined maximum density curve cannot be generated by impact compaction in the laboratory for any fill type, engineered fill should be compacted to a minimum of 80 percent relative density as determined by ASTM D4253 and D4254 . F. On-site and imported soils should be compacted within a moisture content range of 2 percent below, to 2 percent above optimum. 3 . 04 INSTALLATION A. Maintain stability of excavations; provide shoring and bracing as required by authorities having jurisdiction. Prevent surface and subsurface water from accumulating in excavations. Stockpile satisfactory materials for reuse, allow for proper drainage and do not stockpile materials within drip line of trees to remain. B. Grade to within 1/2" above or below required subgrade and within a tolerance of 1/2" in ten feet. C. Protect newly graded areas from traffic and erosion. Recompact and regrade settled, disturbed and damaged areas as necessary to restore quality, appearance, and condition of work . D. Control erosion and windblown dust. Dispose of waste and unsuitable materials off site in a legal manner . 990140 END OF SECTION 02200 - 3 SECTION 02514 - PORTLAND CEMENT CONCRETE PAVING PART 1 - GENERAL 1. 01 SUMMARY A. Provide Portland cement concrete paving at following locations and prepared subbase and compacted base . 1. Driveway and vehicular entrance pans. 2 . Walkways and exterior slabs on grade. 3 . Curbs . 1. 02 SUBMITTALS ' A. Submit for approval, test reports. 1 .03 QUALITY ASSURANCE A. Owner will employ an independent testing laboratory in accordance with Section 01500, Testing Laboratory Services, to perform tests of concrete compression, yield, air content, and slump. PART 2 - PRODUCTS 2.01 MATERIALS A. Concrete mix design: Mix design for this work shall have the following minimum properties : 1. Modulus of Rupture at 28 days 650 psi minimum 2 . Strength Requirements ASTM C-94 3 . Cement Type Type I-II Portland 4. Entrained Air Content 5% + 7% 5. Concrete Aggregate ASTM C-33 and CDOT Section 703 6 . Aggregate Size 1 inch maximum B. Reinforcing: Welded wire mesh and deformed steel bars . C. Joints: Preformed joint fillers/sealers. D. Finish: 1. Paving: Fine bristled stiff broom. 2. Curbs : Steel form finish. PART 3 - EXECUTION 990140 3 .01 INSTALLATION 02514 - 1 PART 3 - EXECUTION 3.01 INSTALLATION A. Proof roll subbase and check for unstable G area . Report unsatisfactory conditions in writing. Beginning paving work means acceptance of subbase . B. Comply with concrete section fox concrete mix, testing, placement, joints, tolerances, finishing, curing, repairs and protection. END OF SECTION 02514 - 2 SECTION 02513 - ASPHALT CONCRETE PAVING PART 1 - GENERAL 1 .01 SUMMARY A. Provide asphalt concrete paving for following applications and prepared subbase and compacted base . 1. Roads . 2. Parking areas. 3. Driveways. 1. 02 SUBMITTALS A. Submit for approval asphalt concrete mix design and certification. 1. 03 QUALITY ASSURANCE A. Provide certification signed by asphalt concrete producer and contractor , certifying that materials comply with specification requirements . B. Provide asphalt concrete mix design stating the Marshall or Hveem properties, optimum asphalt content, job mix formula, and recommended mixing and placing temperatures. C. In-place testing will be provided by Testinng Laboratory employed by Owner . 1.04 PAVING QUALITY REQUIREMENTS A. DENSITY: Minimum acceptable density of in-place course material is 92% Marshall or Hveem density (ASTM D-1559 ) . B. THICKNESS : In-place compacted thickness will not be acceptable if ex-ceeding the following variation from required thicknesses. 1. Base Course: 1/2", plus/minus. 2 . Surface Course : 1/2", plus/minus. C. SURFACE SMOOTHNESS: Test finished surface of each asphalt concrete course for smoothness, using a 10 ft. straight edge applied parallel to and at right angles to centerline of paved areas. Surfaces will not be accep-table if exceeding the following: 1. Base Course: 1/4" in 10 feet. 2 . Surface Course: 1/4" in 10 feet. No ponding of water is acceptable. 990140 02513 - 1 PART 2 - PRODUCTS 2. 01 MATERIALS A. Prime coat: Cut-back asphalt type. B. Tack coat : Emulsified asphalt. C. Asphalt Concrete: Colorado Department of Transportation Grading C or CX specifications . D. Aggregate : Crushed stone or crushed gravel . E. Traffic paint: Quick-drying chlorinated-rubber alkyd type, color yellow. PART 3 - EXECUTION 3.01 INSTALLATION A. Asphalt/aggregate Mixture: Comply with Colorado Department of Transportation specifications. B. Remove loose material from compacted subbase . Proof roll and check for areas requiring additional compaction. Report unsatisfactory conditions in writing. Beginning of work means acceptance of subbase. C. Apply prime coat to prepared subbase . Apply tack coat to previous laid work and adjacent in-place concrete surfaces . D. Place asphalt concrete at minimum temperature of 225 degrees F in strips not less than 10 ' wide overlapping previous strips. Complete entire base course before beginning surface course. E. Begin rolling when pavement can withstand weight of roller. Roll while still hot to obtain maximum density and to eliminate roller marks . F. Provide white lane and striping paint in uniform, straight lines . Provide wheelstops where indicated and securely dowel into pavement . Protect work from traffic and damage . G. In-place asphalt work will be tested for thickness and smoothness . Remove and replace defective work and patch to eliminate evidence of patching at no additional cost to the Owner . H. Provide the following pavement thicknesses: (Refer to Civil Drawings) Auto Packing: 4" Aggregate Base Course + 3" Asphalt Concrete Surface = 7" Truck Access : 7" Aggregate Base Course + 3" Asphalt Concrete Surface = 10" END OF SECTION 02513 - 2 SECTION 02830 - CHAIN LINK FENCING AND GATES PART 1 - GENERAL 1.01 SUMMARY A. Provide chain link fencing and gates indicated on drawings . 1. 02 SUBMITTALS A. Submit for approval product data. 1. 03 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 2.01 MATERIALS A. Fencing and fabric: 9 gauge galvanized steel fencing and fabric with 2" mesh. B. Accessories : End, corner, and pull posts, line posts, top rail, and accessories. C. Gates : Swing type with perimeter frame. D. Gate Hardware : To be furnished complete as detailed or as standard with manufacturer for security measures required. PART 3 - EXECUTION 3 .01 INSTALLATION A. Install materials in accordance with manufacturer 's instructions and approved submittals . Install materials in proper relation with adjacent construction and with uniformappearance. Coordinate with work of other sections . B. Restore or replace damaged components. Clean and protect work from damage . END OF SECTION 990140 02830 - 1 SECTION 02550 - SITE UTILITIES PART 1 - GENERAL 1. 01 SUMMARY A. Temporary Utilities and Electrical Facilities shall be provided under Specification Section 01500 - Temporary Facilities and Controls. B. Trenching and backfilling for underground utilities shall be provided under Specifications Section 02200 - Earthwork . C. Site Utilities Work including water service, sanitary waste system and gas service shall be provided under Specifications Division 15 - Mechanical . D. Site Electrical Work including Secondary Service System, telephone service system, parking lot lighting and floodlighting shall be provided under Specifications Division 16 - Electrical. PART 2 - PRODUCTS Refer to drawings and applicable Specifications Sections . PART 3 - EXECUTION Refer to drawings and applicable Specifications Sections . END OF SECTION 02550 - 1 SECTION 0 I10 - CAST-IN-PLACE CONCRETE WORK PART 1 - GENERAL 1.01 SUMMARY A. Provide cast-in-place concrete for general building construction, including, without limitation: 1. Footings and foundations 2 . Slabs on grade 3. Related work specified elsewhere: Section 02514 - Portland Cement Concrete Paving 1.02 SUBMITTALS A. Submit for approval, test reports . 1.03 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. Owner will employ an independent testing laboratory in accordance with Section 01500, Testing Laboratory Services, to perform tests for concrete compression, yield, air content, and slump. PART 2 - PRODUCTS 2.01 MATERIALS A. Formwork : Conform to ACI-347-78 "Recommended for Concrete Forms", using moisture-resistant plywood or metal forms . B. Reinforcement: 1. Bars: Deformed steel, ASTM A 615 billet bars, Grade 60 . 2. Mesh: Welded steel wire fabric, ASTM A 185. 3 . Tie Wire: 18 gauge black annealed wire . 4 . Splice Devices : Sized to develop 125% of yield strength of bar . 5. Bar Supports: Conform to "Bar Support Specifications, " CRSI Manual of Standard Practice. 990140 03310 - 1 C. Concrete materials : 1. Cement: Portland cement, ASTM C 150, Type I-II . 2 . Aggregate : Normalweight aggregates, ASTM C 33 . D. Admixtures, all with less than 1% chloride ions : 1. Water-reducing type and superplasticizer as required for workability; Euclid, Sika, LAM or approved equal. 2 . Air-entraining: ASTM C 260-69. E. Miscellaneous Materials : 1. Vapor barrier under slab on grade: 6 mil polyethylene. 2 . Hardener : Non-metallic, quartz-silica, interior/exterior type; Euclid Surflex or approved equal . 3 . Grout: Non-metallic, non-shrink type . 4 . Waterstops : Dumbbell shaped, rubber or PVC waterstops. 5. Expansion Joints: 1/2" asphalt impregnated compressible, re-expandable joint filler strips. 6. Anchor Bolts: 1/2" x 9-1/2" bolts, or as required on Drawings. F. Concrete Mixes : 1. 3,750 psi at 28 days - Concrete Paving (See Section 02514) 2 . 3,000 psi at 28 days - All other concrete. PART 3 - EXECUTION 3 . 01 INSTALLATION A. Comply with ACI 301, 304, 305, 306, 311, 318, 347, CRSI "Manual of Standard Practice", and ASTM C94 . Do not change mix design without approval . B. Detail reinforcing in accordance with ACI Detailing Manual. Lap bars 36 diameters at splices. Provide corner bars to match all continuous hori- zontal reinforcing. Lap welded wire fabric one full mesh at splices and securely wire together . C. Chamfer exposed edges/corners to provide straight lines . D. Tolerance: Plus 1/8" in 10' for grade, alignment, and straightness . E. Construction Joints : Use keyways, continue reinforcement through joint . 03310 - 2 SECTION 04200 - UNIT MASONRY PART 1 - GENERAL 1. 01 SUMMARY A. Provide unit masonry: 1. Brick veneer 2 . Masonry walls and partitions. 3 . Freestanding masonry walls (garden walls, site walls, sign bases) and retaining walls . B. Material Installed but furnished elsewhere : 1 . Bolts, Anchors, Inserts and bearing plates . 2 . Sheet Metal Flashings . 3 . Steel Lintels . 4 . Hollow Metal Frames . 1.02 SUBMITTALS A. Submit for approval samples, product data. 1. 03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of accep- table 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 . 01 MATERIALS A. Brick: Standard modular, 2-1/4" by 3-3/4" by 7-5/8" . ASTM C 216, Severe weathering grade, Type FBS. Special shapes as required by building configuration. B. Concrete block : Normalweight, ASTM C 145 and C 90 Type 1, Grade N; 7-5/8" by 15-5/8" face size . Special shapes as required. C. Mortar : ASTM C 270, portland cement-lime mortar, Type N above grade; Type M below grade; other types as required by application. Inorganic oxide mortar pigments, color as selected; Davis, Solomon Grind-Chem or approved equal . F. Reinforcing: 1. Ties and reinforcing: Hot-dipped galvanized, ASTM AQ15533..140 • 04200 - 1 a F. Expansion Joints: For exterior work locate 30 ' o.c . at approved locations . Provide smooth dowels across joint which permit 1" horizontal movement and no vertical shear movement . G. Isolation Joints : Provide between slabs and vertical elements such as columns and structural walls . H. Control Joints : Provide sawn or tooled joints or removable insert strips; depth equal to 1/4 slab thickness. I . Wall Finishes : As-cast and patched for concealed work; rubbed smooth, filled and cement paste coated for exposed work . J. Slab Finishes : Obtain sample approval before beginning work . 1. Scratch: For surfaces to receive mortar setting beds or cementitious flooring materials. 2. Trowel : Hard, smooth, uniform surface for areas to receive resilient flooring, carpet, or other thin finish material . 3 . Broom: After trowel finishing, roughen surface by fine brooming perpendicular to traffic direction for exposed exterior walks, steps and ramps. 4. Hardener Finish: For exposed interior concrete floors . Follow Mfg's directions . K. Cure and protect work . L. Provide precast concrete splash blocks where indicated on drawings . END OF SECTION 03310 - 3 H . Install steel lintels and provide reinforced masonry lintels where indicated . I . Coordinate installation of flashings; Prepare masonry surfaces smooth and bed flashings in mortar . Ji Ties and Horizontal Reinforcing: Comply with codes; space ties not more than 24" o .c . vertically and horizontally. K. Provide expansion joints no greater than 30 ' o.c. at Architect approved locations . L. Remove and replace damaged units. Enlarge holes in mortar and re-point. Prepare joints to receive sealants. Clean brick using bucket and brush method; comply with BIA Tech Note 20. Clean Concrete masonry by dry brushing; comply with NCMA TEK No. 28 . END OF SECTION 99°140 04200 - 3 B. Check elevations and plumb and level tolerances; certify that installed work is within A:SC Standards. Owner may engage testing/inspection agency to inspect welded and bolted connections . C. Architecturally Exposed Steel: Fabricate with special care using mater- ials carefully selected for best appearance . Store materials off ground and keep clean . Cut, fit and assemble work with surfaces smooth, square and with complete contact at joints . Set all cambers up. Weld all work continuously; grind smooth and flush to make seams invisible after priming. Prepare surfaces to comply with SSPC-SP6; apply prime coat within 24 hours after cleaning. D. Touch-up field welds and abraded areas with shop primer . END OF SECTION • • 05120- 2 SECTION 05500 - METAL FABRICATIONS. PART ' - C;F.NRRAL 1. 01 SUMMARY A. Provide miscellaneous metal items fabricated from heavy gage ferrous metals and not provided with structural steel system: 1. Handrails and railings. 2. Loose lintels . 3 . Gratings, floor plates and covers . 4 . Counter and equipment supports . 5. Ceiling-hung supports . 6 . Sill angles . 7 . Miscellaneous framing and supports . 1. 02 SUBMITTALS A. Submit for approval samples as requested, shop drawings, product data . 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of accep- table 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 . 01 MATERIALS A. Materials : 1. Steel plates, shapes, and bars : ASTM A 36 . 2. Steel bar grating: ASTM A 569 . 3 . Steel pipe : ASTM A 53, schedule 40 . 4. Bolts : ASTM A 325. 5 . Fasteners : Zinc coated fasteners designed for loading and use . 6 . Grout : Non-shrink non-metallic grout, Euco NS by Euclid Chemical Co or approved equal . 7 . Concrete inserts : Galvanized ferrous castings . 990140 05500 - 1 U , i ._vaai=eu L'Effrous metal items at exterior wail and where exposed to weather; 1 coat primer (shop-applied) elsewhere . 1 . Galvanizing: ASTM A 525. 2 . Primer; Tnemec 10-99, PPG Inhibitive Metal Primer, Rustoleum Rusty Metal Primer, or approved equal . 3 . Galvanizing repair paint, zinc rich primer; Tnemec, PPG, ZRC Chemical Products or approved equal . PART 3 - EXECUTION 3 . 01 INSTALLATION A. Take field measurements prior to preparation of shop drawings and fabri- cation. Do not delay job; allow for cutting and fitting if field measure- ment not practical . B. Form work true to line with sharp angles and edges . Weld continuously, grind flush and make smooth on exposed surfaces . C. Install work plumb and level with hairline joints and ground flush welds . D. Lintels : Provide sizes indicated with 8" bearing at each end. E. Railings: Provide sizes, profiles and dimensions indicated. Provide mitered joints at 90° turns and smooth sweeps at bends . Provide wall re- turns, end caps, brackets, fittings, and toe boards . F. Touch-up damaged coatings with shop primer and galvanize repair paint. G. Paint items scheduled in accordance with painting section. END OF SECTION 05500 - 2 SECTION 05i2O - STRUCTURAL STEEL PART 1 - GENERAL 1.01 SUMMARY A. Provide structural steel for building construction including subframing units which are part of the general framing system. Include anchors, bases, bearing plates, bracing, lintels when part of structural framing, and detail fittings . B. Modify existing structural steel systems and components to accommodate remodelling and new work. 1 .02 SUBMITTALS A. Submit for approval shop drawings, product data. 1 .03 QUALITY ASSURANCE A. Comply with governing codes and regulations . Provide products of accep- table 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 .01 MATERIALS A. Steel shapes, plates and bars : ASTM A 36, or ASTM A 572, Grade 50 . B. Steel pipe : ASTM A 53 . C. Anchor bolts: ASTM A 307 . D. High strength threaded fasteners : ASTM A 325. E. Non-metallic shrinkage resistant grout; Euclid Euco NS, L&M Crystex, Sonneborn Sonnegrout or approved equal. F. Shop finish for interior exposed structural steel : SSPC SP-6 cleaning; Tnemec Series 37 Chem-Prime, universal rust inhibitive primer, compatible with epoxy & urethane top coats or approved equal . G. Galvanized lintels: Hot dip galvanized ASTM A 123 . H. Welding: AWS D1.1. PART 3 - EXECUTION • 3 .01 INSTALLATION A. Comply with AISC codes and specifications, and with AWS "Structural Welding Code" . 990140 05120- 1 D. Micro-Lam LVI shall be 1. 8 EDF ( 2600 Fe min. ) as manufactured by Trus- Joist or approved equal . E. Plywood, APA rated for use and exposure: I . Combination subfloor/underiayment : APA Sturd-I-Floor, Exposure 1. 2 . Subflooring: APA sheathing. 3 . Wall sheathing: APA sheathing, C-D plugged, Exterior; with panel rating of 24/0 . 4 . Roof sheathing: APA C-D sheathing, Exterior; with panel rating of 40/20 5 . Backing panels : APA C-D plugged interior with exterior glue, fire- retardant treated. F. Building paper : Asphalt saturated felt non-perforated, ASTM D 226, Type 1 . G. Air infiltration barrier : 6 mil polyethylene fabric which permits passage of water vapor; DuPont Tyvek or approved equal . H. Wood treatment: 1 . Preservative treatment : Pressure-treated with waterborne preserva- tives, to comply with AWPB LP-2 or LP-22, as applicable . Kiln dry to 15% max. moisture content. Treat wood exposed to deterioration by moisture, such as items in contact with roofing, flashing, water- proofing, masonry, concrete, or the ground. Treat wood subject to insect attack . 2 . Fire-retardant treatment: Pressure impregnated, to comply with ASTM E 84, Class A, and with AWPA C20 and C27; provide where indicated and where required by code . PART 3 - EXECUTION 3 . 01 INSTALLATION A. Provide nailers, blocking and grounds where required. Set work plumb, level and accurately cut . B. Install materials and systems in accordance with manufacturer 's instruc- tions and approved submittals . Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sec- tions. C. Comply with manufacturer ' s requirements for cutting, handling, fastening and working treated materials . D. Restore damaged components . Protect work from damage. ENDOF SECTION 06100 - 2 D . Shelving: Hardwood or medium density particle board with hardwood edge bands . E. Closet bars : Telescoping steel with chrome finish . F. Shelf and Rod Supports : Knape & Vogt . Mfg . Company #1195 . G. Shelf Standards and Supports : Knape & Vogt. #255 and #256 . H. Wood treatment : 1 . Preservative treatment: Pressure-treated with waterborne preserv- atives for items in contact with roofing, flashing, waterproofing, masonry, concrete, or the ground. Vehicle for preservative com- patible with finish. 2 . Fire-retardant treatment: ASTM E 84, Class A, where required by code or local authorities . Vehicle for preservative compatible with finish. PART 3 - EXECUTION 3. 01 INSTALLATION A. Back prime work and install plumb, level and straight with tight joints; scribe work to fit . B. Install materials and systems in accordance with manufacturer 's instruc- tions and approved submittals . Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sec- tions . C. Comply with manufacturer's requirements for cutting, handling, fastening and working treated materials . D. Adjust, clean and protect. END OF SECTION 06200 - 2 SECTION 06100 - ROUGH CARPENTRY PART 1 - GENERAL 1. 01 SUMMARY A. Provide rough carpentry work : 1. Wood framing. 2 . Truss Joists . 3 . Sheathing. 4 . Subfiooring. 5. Underlayment. 6 . Nailers, blocking, furring, and sleepers . 7 . Micro-Lam LVL 1. 02 SUBMITTALS A. Submit for approval product data. 1 . 03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of accep- table 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 .01 MATERIALS A. Lumber, finished 4 sides, 15% maximum moisture content: 1. Dimension framing lumber shall be Hem-Fir #2 or better 2x6 and larger . 2x4 framing may be stud grade . 2 . Structural timbers : No. 1 grade Douglas fir or southern pine, appearance grade where exposed . 3 . Boards : Construction grade. B. Truss joists shall be types and sizes indicated on drawings as manufac- tured by Trus-Joist or Web Joist or approved equal . Refer to structural notes on drawings for loading and other design requirements . C. Wood for nailers, blocking, furring and sleepers : Construction grade, finished 4 sides, 15% maximum moisture content. Pressure preservative treat items in contact with roofing, flashing, waterproofing, masonry, concrete or the ground . 06100 - 1 990140 F. Finishes : 1 . Transparent finish : Catalyzed polyurethane, AWI finish system No. 5, premium grade . 2 . Opaque finish: Synthetic enamel coating, AWI finish system No. 8, custom grade . G. Hardware: Steel or brass with chromium plate finish; ball bearing side mount drawer slides . Provide pulls usable by the disabled. H. Glass doors, shelves: Tempered safety glass. I . Fire-retardant treatment: ASTM E 84, Class A, where required by code or local authorities . Vehicle for preservative compatible with finish . PART 3 - EXECUTION 3 .01 INSTALLATION A. Comply with AWI quality standards and mark each piece with manufacturer 's identification and AWI quality grade . Identify fire-retardant treated materials in a manner acceptable to authorities having jurisdiction. Comply with details shown for profile and construction features . 1. Casework: AWI premium grade, transparent finish, flush overlay con- struction, institutional hardware quality level . 2 . Countertops : AWI premium grade, self-edge top and splash. 3 . Shelving-Transparent Finish: AWI premium grade . 4 . Shelving-Opaque Finish: AWI Custom grade . B. Shop finish work with at least first coat specified in painting section. C. Install work plumb, level, true and straight, scribe to fit. Anchor securely with concealed fasteners . D. Repair or replace damaged work, clean, lubricate and adjust hardware; protect work until final acceptance . END OF SECTION 06400 - 2 SECTION 06200 - FINISH CARPENTRY PART 1 - GENERAL 1.01 SUMMARY A. Provide finish carpentry for woodwork items exposed to view: 1. Exterior running and standing trim. 2. Interior running and standing trim. 3 . Plywood panels . 4 . Wood shelving and closet accessories. 1 .02 SUBMITTALS A. Submit for approval samples, shop drawings, product data. 1. 03 QUALITY ASSURANCE A. Comply with governing codes and regulations . Provide products of accep- table 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 2.01 MATERIALS A. Quality standard for fabrication and products : Architectural Woodwork Institute Quality Standards, Premium grade unless noted otherwise . B. Exterior finish carpentry: 1. Trim and boards for transparent finish: Western red cedar, Grade B and Better, 1 and 2 clear, rough sawn texture one face . 2 . Trim and boards for painted finish: Softwood suitable for exposure and loading . 3 . Plywood for transparent finish: Exterior grade plywood, face pattern as selected . 4 . Plywood for painted finish: APA rated, exterior, medium density overlay plywood. C. Interior finish carpentry: 1 . Trim, boards, and plywood for transparent finish: Rift sawn red oak, sequence matched veneers for plywood . 2. Trim, boards, and plywood for painted finish: Softwood suitable for exposure and use . 06200 - 1 990140 SECTION 06400 - ARCHITECTURAL WOODWORK PART 1 - GENERAL 1. 01 SUMMARY A. Provide shop- fabricated exposed woodwork and casework : I. Wood casework . 2. Laminate casework . 3 . Plastic laminate countertops . 1.02 SUBMITTALS A. Submit for approval samples, shop drawings, product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations . Provide products of accep- table 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 .01 MATERIALS A. Quality standard for fabrication and products : Architectural Woodwork Institute Quality Standards, Premium grade unless noted otherwise . B. Wood Species: 1. Transparent finish: Rift-sawn red oak for solid wood, rift-cut red oak for plywood . 2 . Painted finish: Closed-grain hardwood suitable for exposure and loading. 3 . Backing for laminate: Minimum 45 pound density particle board. C. Veneer matching: Sequential book match, balanced . D. Plastic laminate : NEMA LD-3, 0.050" thick horizontal grade. E. Casework and counters : 1. Wood with transparent finish: AWI premium grade . 2 . Wood for painted finish: AWI custom grade . 3 . Plastic laminate finish: AWI premium grade. 990140 06400 - SECTION 07200 - INSULATION PART 1 - GENERAL 1.01 SUMMARY A. Provide building insulation of board, blanket, and loose-fill types as applicable : 1. Roofs and attics ( interior ) , fiberglass batt. 2. Exterior stud walls, fiberglass or mineral fiber batt. 3 . Foundation walls, rigid insulation. 1 .02 SUBMITTALS A. Submit for approval product data. 1 .03 QUALITY ASSURANCE A. Comply with governing codes and regulations . Provide products of accep- table 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 .01 MATERIALS A. Blanket/batt type insulation: Unfaced, paper-faced (vapor barrier ) , and foil-faced (vapor barrier) glass fiber blanket insulation types; Owens Corning Fiberglass Corp or approved equal. E. Board type insulation: Extruded polystyrene board; compressive strength 20 psi at foundations and under slab-on-grade, 60 psi at decks, 100 psi under heavy vehicular traffic; Styrofoam by Dow Chemical or Foamular by UC Industries or approved equal. PART 3 - EXECUTION 3 .01 INSTALLATION A. Install materials and systems in accordance with manufacturer 's instruc- tions 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 . Protect installed insulation . END OF SECTION 990140 07200 - 1 SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Provide exterior insulation and finish system, with colors and shapes as indicated. 1.02 SUBMITTALS A. Submit for approval samples, product data, warranty. 1. 03 QUALITY ASSURANCE A. Comply with governing codes and regulations . Provide products of accep- table 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. 01 MATERIALS A. Acrylic polymer topcoat over expanded polystyrene, adhesively attached, EIMA Class PS; Dryvit or approved equal . PART 3 - EXECUTION 3 .01 INSTALLATION A. Inspect substrate and report unsatisfactory conditions in writing; be- ginning work means acceptance of substrate . B. Comply with system manufacturer 's instructions and recommendations; admix- tures shall not be used. Provide reinforced base and finish coats to provide a uniform appearance . Completely cover all insulation board in- cluding edges . Trimbeads are not permitted unless approved. Provide soft joints at all changes of substrate and at intervals suggested by manufac- turers and at approved locations. Install areas of special patterns where indicated on drawings. Clean and protect work . END OF SECTION 990140 07240 - 1 D . Install walkway protection over an additional layer of membrane at loca- tion indicated and where required to provide access to roof_ mounted equipment . E. RestoIe or replace damaged components . Protect work from damage. END OF SECTION • 07530 - 2 SECTION 07310 - SRINGLEo PART 1 - GENERAL 1 .01 SUMMARY A. Provide shingles for roofing and siding. 1 . Asphalt shingles. 1 .02 SUBMITTALS A. Submit for approval samples, product data, mock-ups, warranty, extra stock . 1.03 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 . 01 MATERIALS A. Asphalt shingles, fiberglass base, UL Class A; Owens Corning, Bird and Son or approved equal : Square tab strip shingles, 250 lb. minimum. B. Roofing felt: No. 15, un-perforated asphalt-saturated roofing felt . PART 3 - EXECUTION 3.01 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. Restore damaged components . Clean and protect work from damage . END OF SECTION 990140 07110 - SECTION 07530 - SINGLE-PLY ROOFING SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Provide single-ply roofing system, including insulation. 1. Mechanically-fastened type . B. Performance: 1. UL Class A • 2. FM Class I, 1-90. 1.02 SUBMITTALS A. Submit for approval product data, warranty, maintenance data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations . Provide products of accep- table 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 . 1.04 WARRANTY A. Manufacturer' s standard signed by Manufacturer, Contractor and Installer. Warranty period is 10 years from date of Substantial Completion. PART 2 - PRODUCTS 2. 01 MATERIALS A. Mechanically-Fastened type : 1. Membrane : EPDM 45 mils thick; Sure-Seal Mechanically-Fastened roof system by Carlisle SynTec Systems or approved equal. 2 . Flashing: Uncured neoprene. PART 3 - EXECUTION 3 .01 INSTALLATION A. Inspect substrate and report unsatisfactory conditions in writing. Be- ginning work means acceptance of substrate. B. Comply with roof system manufacturer 's instructions and recommendations; clean, prime and prepare substrate . C. Begin roof installation only in presence of manufacturer 's representa- tive . Minimize seams and shingle overlaps to shed water . 07530 - 1 99O140 SECTION 07600 - FLASHING AND SHEET METAL PART 1 - GENERAL 1. 01 SUMMARY A. Provide flashing and sheet metal components for building construction. 1. Masonry through-wall flashing. 2. Metal counter-flashing. 1. 02 SUBMITTALS A. Submit for approval samples, shop drawings, product data. 1 .03 QUALITY ASSURANCE A. Comply with governing codes and regulations . Provide products of accep- table 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 . 01 MATERIALS A. Flashing: 1. Steel : 20 gage galvanized steel, G9O galvanizing, ASTM A 525 . 2 . Aluminum: 20 gage alloy 3003 clear anodized aluminum, ASTM B 209 . 3 . PVC: 30 mil sheet; Nervastral by Rubber and Plastic Compound Co. or approved equal . PART 3 - EXECUTION 3 . 01 INSTALLATION A. Follow recommendations of SMACNA "Sheet Metal Manual". Allow for expan- sion. Isolate dissimilar materials . B. Install materials and systems in accordance with manufacturer's instruc- tions and approved submittals . Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coor- dinate with work of other sections . C. Restore damaged components and finishes . Clean and protect work from damage . END OF SECTION 990140 07600 - 1 SECTION 07700 - ROOF ACCESSORIES PART 1 - GENERAL 1. 01 SUMMARY A. Provide roof accessories ; 1. Curb and equipment support units. 1. 02 SUBMITTALS A. Submit for approval shop drawings, product data. 1. 03 QUALITY ASSURANCE A. Comply with governing codes and regulations . Provide products of accep- table 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 2.01 MATERIALS A. Curb and equipment support units: Prefabricated 14 gage galvanized sheet steel, ASTM A 570; A & L Manufacturing Co or approved equal . PART 3 - EXECUTION 3 . 01 INSTALLATION A. Comply with accessory manufacturers ' instructions and recommendations . Coordinate installation with roofing system to ensure weathertight per- formance,. Anchor securely to structure to withstand inward and outward loads . B. Isolate dissimilar metals to prevent galvanic corrosion. END OF SECTION 990140 07700 - 1 gECTION 07610 - PLASTIC SKYLIGHTS PART 1 - GENERAL 1.01 - SUMMARY A. Provide prefabricated plastic skylight units. 1 .02 SUBMITTALS A. Submit for approval samples product data, warranty. 1 . 03 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 . 01 MATERIALS A. Plastic: Double sheet insulating units with cast acrylic or cast polycarbonate suited for loading and exposure; clear inner sheet, grey or bronze tinted outer sheet. B. Frame and trim: Extruded aluminum with insulating curb, self-flashing, and integral condensation control; Wasco, Naturalite or approved equal . PART 3 - EXECUTION 3 . 01 INSTALLATION A. Comply with manufacturer ' s recommendations and instructions . Coordinate installation with roofing system to ensure weathertight performance . Install materials and systems in proper relation with adjacent construction and with uniform appearance . B. Isolate dissimilar metals and metals from treated wood . C. Provide and install all fleshings and counterflashings needed to provide a weathertight assembly. D. Restore damaged components and finishes . Clean inside and outside surfaces prior to project substantial completion and protect work from damage. END OF SECTION 990140 07810 - 1 SECTION 07900 - JOINT SEALERS PART I - GENERAL 1.01 SUMMARY A. Provide sealants at intersection of building components . 1.02 SUBMITTALS A. Submit for approval samples, product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations . Provide products of accep- table 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 . 01 MATERIALS A. Joints designed for expansion and movement conditions at site : 1 . Exterior joints on vertical surfaces : Non-sag polyurethane; Pecora Dymonic or Tremco Dymeric or approved equal . 2 . Horizontal paving joints, interior and exterior: Self-levelling polyurethane; Tremco TAC 900 or approved equal . 3 . Ceramic tile, toilet fixture joints : Silicone rubber; Tremco Proglaze or Dow 786 or approved equal. 4 . Interior joints, joints at mirrors : Acrylic latex; Tremco Acrylic Latex or approved equal . 5. Seam sealant for small metal to metal joints; Tremco Seam Sealer or approved equal . 6 . Precompressed expanding sealant tape; Emseal PC-SA or approved equal . 7 . Pavement joint filler : Resilient, premolded asphalt impregnated fiberboard . 8 . Primers, bond breakers, and backer rods compatible with sealant and adjacent surfaces . 9 . Fire-retardant sealant; 3M Barrier Caulk, CP-25 or approved equal . 990140 07900 - 1 • C. Provide acoustically improved doors with minimum STC of 33 (ASTM E90 and ASTM 413) where indicated. D. Hardware: Prepare doors and frames to receive hardware on final schedule . Provide for 3 silencers on single door frames; 2 on double door frames . 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 and leave ready to receive finish painting . END OF SECTION • • • 08110 - 2 SECTION 0N_10 - STEEL DOORS AND FRAMES PART 1 - GENERAL 1 . 01 SUMMARY A. Provide steel doors . B. Provide hollow metal door frames. 1. 02 SUBMITTALS A. Submit for approval shop drawings, product data. 1 .03 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 2.01 MATERIALS A. Doors : 1-3/4" thick seamless flush doors . 1 . Interior doors : 18 gage ASTM A 366 or A 568 cold-rolled steel . 2. Exterior doors : insulated 16 gage ASTM A 526 steel with ASTM A 525 G60 galvanizing. B. Frames,: Welded construction with mitered corners; gage as follows : 1 . Interior frames : 16 gage up to 5' wide, 14 gage over 5 ' wide. 2 . Exterior frames : 14 gage. C. Louvers : Sightproof, stationary type, 24 gage cold rolled steel in 20 gage frame . D. Finish: Rust-inhibiting primer. E. Fire rating: UL labelled, fire-rated assembly where required . PART 3 - EXECUTION 3.01 INSTALLATION A. Fabricate work to be rigid, neat and free from seams, defects, dents, warp, buckle, 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 C236 ) for all exterior doors and elsewhere as noted . 08110 - 1 g g0140 PART 3 - EXECUTION 3 .C1 INSTALLATION A. Take field measurements before fabrication where possible; do not delay job progress . 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. Anchor securely in place; install plumb, level and in true alignment. Isolate dissimilar materials to prevent corrosion. D. Coordinate with glass and glazing work; install hardware and adjust for smooth, proper operation. E. Clean and protect completed system; repair damage . END OF SECTION • 08410 - 2 SECTION 08210 - WOOD DOORS PART 1 - GENERAL 1. 01 SUMMARY A. Provide wood doors 1 .02 SUBMITTALS A. Submit for approval samples, shop drawings, product data, warranty. 1 .03 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 .01 MATERIALS A. Wood doors for transparent finish: Solid core flush wood door with particleboard core for interior use; AWI premium grade . 1. Face: Rift cut red oak veneer, book matched. B. Wood doors for painted finish: Solid core flush wood door with particleboard core for interior use; AWI premium grade. 1 . Face : Birch veneer . 2 . Face: MDO over hardwood veneer. C. Hollow core flush wood door for interior use with closed-grain hardwood faces; AWI custom grade . D. Laminate Faced Doors : Solid core flush door with particleboard core for in- terior use, AWI premium grade, with plastic laminate face, NEMA LD -3, 0 . 050" thick, solid color . PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with NWMA I .S . -1 and AWI quality standard. Prefit doors to frames . Premachine doors for hardware listed on final schedules . Factory bevel doors . B. Install doors with not more than 1/8" clearance at top and sides, 1/4" at bottom. Comply with NFPA 80 for rated assemblies . C. Shop Finish: Sand and provide 1st coat of finish system specified in painting section. Wrap and protect . D. Adjust, clean, and protect . END OF SECTION 99O140 08210 -- 1 PART. 3 - EXECUTION 3 .01 INSTALLATION A. Fabricate windows to conform to AAMA class HC70 commercial standards and accept 1" insulated glass . 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. Provide units designed to withstand design wind load required by codes . E. Limit infiltration to 0 . 10 cu. ft/min/ft of crack at design wind load. F. Limit water penetration to zero under all conditions. G. Restore damaged finishes and test for proper operation. Clean and protect work from damage. END OF SECTION 08520- 2 SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONT PART 1 - GENERAL 1.01 SUMMARY A. Provide aluminum entrances and storefront: 1 . Exterior entrance doors and frames. 2 . Exterior storefront framing system. 1 .02 SUBMITTALS A. Submit for approval shop drawings, product data, warranty. 1. 03 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. 01 MATERIALS A. Doors type : 1. Flush type, 1-3/4" thick, tubular frame members with welded joints; weatherstripped with compression and sliding weatherstripping. 2 . Stile-and-rail type, 1-3/4" thick, medium stile ( 3" width) with mechanically fastened and reinforced joints; weatherstripped with compression and sliding weatherstripping. B . Framing System: Units fabricated from aluminum extrusions, ASTM B 221, and sheet, ASTM B 209; with thermal break; Kawneer Company, Inc or approved equal . C. Metal Finish : 1. Color anodized, Dark Bronze. D. Glazing: 1. Single-glazing: Tempered glass . 2 . Insulating-glass : Tempered insulating glass units; fabricate frames with thermal break . E. Hardware: Center pivots, overhead-concealed closers, stops, threshold, deadlocks and keyed cylinders; push/pull bars or panic hardware and pull bar . 990140 08410 - 1 ,y7,„.. _. SECTION 08800 - GLASS AND GLAZING PART 1 - GENERAL 1.01 SUMMARY A. Provide glass and glazing for all applications, including without limitation, entrances and storefront, windows, skylights, glazed curtain wall, glazed doors, transoms, and sidelights, interior glazed partition walls, mirrors . B. Glass Schedule : 1. Glazed doors: Single pane clear tempered. 2 . Storefront: 1" thick clear insulating unit. 3 . Aluminum Windows: 1" thick clear insulating unit. 4 . Wire glass where indicated on drawings and as otherwise required by local codes . 1 . 02 SUBMITTALS A. Submit for approval product data, warranty, maintenance data. 1.03 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 .01 MATERIALS A. Glazing sheets : 1 . Primary glass, Fed. Spec DD-G-451: a) Clear and tinted float glass. b) Figured/pattern glass . c) Wire glass. 2. Heat treated glass products, Fed. Spec DD-G-1403: a) Heat-strengthened glass . b) Tempered glass. c) Spandrel glass . 3 . Coated glass products . 4 . Laminated glass products . 5. Mirrors, silvering, copper coating, protective organic coating. 6 . Plastic glazing: a) Acrylic. b) Polycarbonate . B. Insulating glass units : Sealed insulating units fabricated from two panes of glass with air space between, dual sealing system, spacer, desiccant, and corner reinforcement; R=2 . 79 min. Glass thicknesses and heat strengthening to be determined by manufacturer for wind loading conditions . Insulating glass warranty: 10 years . �y/� 08800 - 1 Oi4O PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with ASTM C840 and GA 216; except as otherwise indicated, extend fire-rated partitions to underside of deck above ceiling and extend other partitions at least 3" above ceilings . B. Provide fire-rated systems where indicated and where required by authorities having jurisdiction. C. Provide water-resistant systms where indicated and at walls in toilet, laundry, kitchen, and janitor areas . D. Install boards vertically. Do not allow butt-to-butt joints and joints that do not fall over framing members . E. Install trim and joint treatment in strict compliance with manufacturer ' s instructions and recommendations . Sand and leave ready for finish painting. END OF SECTION O9250 - 2 PART 3 - EXECUTION 3 . 01 INSTALLATION A. Measure and layout to avoid less than 1/2 panel units . B. Install suspension by following manufacturer 's instructions and recommendations and ASTM C636 . 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 . D. Install panels with pattern running one-way. . E. Adjust, clean, and touch-up all system components . F. Provide wrapped and labeled maintenance stock of new material equal to 2% of ceiling panels installed. END OF SECTION • • 09510 - 2 SECTION 09250 - GYPSUM DRYWALL PART 1 - GENERAL 1. 01 SUMMARY A. Provide gypsum drywall work including metal support systems: 1. Interior walls, partitions, and ceilings. 2. Exterior ceilings and soffits. B. Install access panels in drywall . 1.02 SUBMITTALS A. Submit for approval product data . 1. 03 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" difference in true plane at joints between adjacent boards before finishing. After finishing, joints shall be invisible. No gaps or voids between gypsum board units or between drywall and adjacent work, unless detailed otherwise . Not more than 1/8" in 10 ' deviation from true plane, plumb and level in finished work . PART 2 - PRODUCTS 2. 01 MATERIALS A. Gypsum board: 1. Interior use: ASTM C 36, regular, water resistant, fire resistant, and foil-backed types; U. S . Gypsum or approved equal . 2. Exterior use: ASTM C 931, regular, water resistant, and fire-rated types; U. S . Gypsum or approved equal. B. Backer boards : Glass mesh reinforced portland cement backer board: Durock, Wonderboard or approved equal . C. Ceiling suspension and furring materials : Steel runners and galvanized hanger wire; stainless steel wire for exterior soffits . D. Joint reinforcement: ASTM C 587 paper tape and ready-mixed vinyl compound. E. Accessories: Galvanized steel corner beads, casing beads, control joints. F. Acoustical insulation and sealant: Fiberglass batt cut to full center -to- center stud dimension; U.S . Gypsum Acoustical Sealant or approved equal . 09250 SECTION 09510 - ACOUSTICAL CEILINiGS PART 1 - GENERAL 1.01 SUMMARY A. Provide acoustical ceilings and metal suspension system. 1 . Acoustical panel ceilings, exposed suspension, complete with moldings and trim. 1.02 SUBMITTALS A. Submit for approval samples, product data, extra stock . 1.03 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 .01 MATERIALS • A. Acoustical panels : 1 . Type : 5/8" thick, molded, medium fissured mineral tile; Armstrong Travertone, Celotex Celotone, U.S .Gypsum Acoustone or approved equal . a) Panel size : 24" by 48". b) Panel edge : Square edge; flush mount with grid . c) Align pattern in same direction. 2 . Panels : 5/8" thick, medium fissured mineral tile with plastic coated, scrubbable finish; Armstrong Minaboard, Celotex, U.S.Gypsum Auratone or approved equal . a) Panel size: 24" by 48". b) Panel edge : Square edge; flush mount with grid. c) Align pattern in same direction. B. Exposed grid suspension system: Intermediate duty painted steel . 1 . T-grid . D. Exposed grid suspension system for kitchens and wet areas : Intermediate duty painted aluminum; T-grid. g9O14O 09510 - 1 ADHESIVE SYSTEM . Microencapsulated tackifiers applied to 100% of material at time of manu- facture . TOTAL WEIGHT 85 7 oz/sq yd +/- 5% - FLOORING RADIANT PANEL TEST Mean average critical radient flux: (ASTM E-648 ) . 45 w/sq cm or higher SMOKE DENSITY Flaming: Mean average : (ASTM E-662 ) 450 or lower FLAMMABILITY (CPSC FF 1-70) Passes ELECTROSTATIC PROPENSITY 1 .7 K.V. or lower EAATCC 134) WARRANTIES • 15 year wear, delamination, edge ravel, static, zippering and resiliency. B. Mounting: 1 . Direct glue down: Waterproof, strippable adhesive . C. Accessories : Resilient base . PART 3 - EXECUTION 3 . 01 INSTALLATION A. Inspect substrates for detrimental conditions. Beginning work means acceptance of substrate . B. Prepare floors, install using method required as recommended by carpet manufacturer C. Install materials in accordance with manufacturer's instructions and approved submittals . Install materials in proper relation with adjacent construction and with uniform appearance . Coordinate with work of other sections . D. Install edge guards; clean and protect. 3 .02 ' SCHEDULE See Drawings END OF SECTION • 09680 - 2 SECTION 09650 - RESILIENT FLOORING PART 1 - GENERAL 1.01 SUMMARY A. Provide resilient flooring and base. 1.02 SUBMITTALS A. Submit for approval samples, product data. 1.03 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 2.01 MATERIALS A. Tile flooring: 1. Vinyl composition tile : 12" by 12" by 1/8"; Armstrong World Industries or approved equal. B. Accessories : 1. Wall base : 4" high, 1/8" thick, matte finish, vinyl 2 . Stair treads, stair skirt, risers, edge strips. 3. Corners : Preformed. 4 . Adhesive : Waterproof . PART 3 - EXECUTION 3 . 01 INSTALLATION A. Comply with manufacturer 's instructions and recommendations . B. Prepare surfaces by cleaning, leveling and priming. Level to 1/8" in 10' tolerance. C. Install tile with tight joints and with one-way pattern. Layout to prevent less than 1/2 tile units . D. Install base and trim accessories to minimize joints . E. Clean, polish, and protect. F. Provide wrapped and labeled maintenance stock of new material equal to 2% of each color/pattern of resilient flooring and base installed. END OF SECTION 990140 09650 - 1 PART 3 - EXECUTION 3. 01 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. Match approved mock-ups for color, texture, pattern and coverage . Re-coat or remove and replace work which does not match. D. Clean up, touch up and protect work. END OF SECTION 09900 - 2 SECTION 09680 - CARPETING PART 1 - GENERAL 1.01 SUMMARY A. Provide carpeting: 1. Carpet for glued-down installation. 1.02 SUBMITTALS A. Submit for approval samples, product data, warranty, maintenance data. 1. 03 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 .01 MATERIALS A. Materials : Carpeting shall be Collins & Aikman Commercial Floor Systems Guardian T, Mark I RS, Style H - 1007 - No substitutes. CONSTRUCTION Hi-Lo Textured Loop WIDTH 6 ' GAUGE 5/64" (1/13" ) PILE UNITS PER INCH 10 3 PILE HEIGHT AVERAGE 135" (ASTM 418, Section 12) PILE YARN WEIGHT 21 0 oz/sq. yd. (ASTM 418, Section 8) WEIGHT DENSITY FACTOR 117, 600 YARN SIZE 1245/2 FIBER CONTENT 100% cf Antron Legacy. Nylon with Static Control DYEING METHOD Yarn Dyed INTERLINER Woven Synthetic POWERBOND BACKING SYSTEM FUSION COAT Sealant Vinyl BACKING Closed Cell Vinyl Cushion (ASTM D 1667-70) Weight - 35. 5 oz/sq. yd. Density - 18. 5 lbs/cu. ft. Thickness - .156" Compression Set - max. . 10% Compression Deflection - min. 7 lbs/sq. in at 25% 990140 09680 - 1 SECTION 09900 - PAINTING PART 1 - GENERAL 1.01 SUMMARY A. Provide painting and surface preparation for all unfinished interior and exterior surfaces, including electrical and mechanical equipment. 1.02 SUBMITTALS A. Submit for approval samples, product data, mock-ups. 1. 03 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 .01 MATERIALS A. First-line standard products for all systems by Benjamin-Moore, Pratt and Lambert, Glidden, Devoe, Tnemec, or approved equal. B. Exterior paint systems: 1. Concrete, stucco and masonry: Acrylic latex, 2 coats. 2 . Concrete masonry units : Block filler; acrylic latex, 2 coats . 3. Wood for opaque finish: Alkyd primer; alkyd enamel, 2 coats. 4 . Wood for semi-transparent finish: Semi-transparent stain, 2 coats. 5. Ferrous metal : Zinc chromate primer; alkyd enamel, 2 coats. 6 . Ferrous metal (high performance) : Zinc rich primer, epoxy, 1 coat; catalyzed urethane, 1 coat. 7. Galvanized metal : Galvanized metal primer; alkyd enamel, 2 coats. 8 . Galvanized metal (high performance) : Epoxy primer; catalyzed urethane, 1 coat. C. Interior paint systems: 1. Drywall and plaster: One coat latex primer; 2 coats alcyd eggshell enamel; except as noted otherwise in finish schedule. 2 . Drywall and plaster (heavy duty) : Latex primer; water-based epoxy, 2 coats . 3 . Wood for opaque finish: Alkyd enamel undercoater; alkyd enamel, 2 coats . 4 . Wood for transparent finish: Oil stain; sanding sealer; alkyd varnish, 2 coats . 5 . Ferrous metal : Alkyd metal primer; alkyd enamel, 2 coats . 6 . Ferrous metal (high performance) : Epoxy primer; catalyzed urethane, 2 coats . D. All paint shall have no lead content ,. 99°14U 09900 - 1 SECTION 1`: 16O - TOILET PAST:T1 _,.CNS PART 1 - GENERAL 1. 01 SUMMARY A. Provide toilet partitions and screens . 1. Floor-supported, overhead-braced partitions. 1.02 SUBMITTALS A. Submit for approval samples, shop drawings, product data. 1.03 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 2.01 MATERIALS A. Plastic laminate: Pressure-laminated one-piece face sheets, 0. 062" thick; Sanymetal Products Co or approved equal . PART 3 - EXECUTION 3 .01 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. Limit openings between panels, doors and pilasters to less than 1/2" . C. Adjust hardware, clean, and protect work . END OF SECTION 990140 10160 - 1 B . Restore damaged finishes and test for proper operation. Clean and protect work from damage . END OF SECTION • • • • 10350 - 2 SECTION 10260 - WALL AND CORNER GUARDS PART 1 - GENERAL 1.01 SUMMARY A. Provide wall and corner guards: 1. Molded plastic, surface mounted . 1.02 SUBMITTALS A. Submit for approval samples, shop drawings, product data . 1.03 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 .01 MATERIALS A. Plastic: High impact molded plastic corner guards; Construction Specialties or approved equal. PART 3 - EXECUTION 3 . 01 INSTALLATION A. Install materials in accordance with manufacturer 's instructions and approved submittals . Install materials in proper relation with adjacent construction and with uniform appearance . Coordinate with work of other sections . B. Restore damaged finishes . Clean and protect work from damage. END OF SECTION 99Q14U 10260 - 1 D. Restore damaged finishes and test for proper operation. Clean and protect work from damage . END OF SECTION • Inc-)2 _ o 10800 - 2 SECTION 10522 - FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES PART 1 - GENERAL 1.01 SUMMARY A. Provide portable fire extinguishers and cabinets. Provide mounting brackets where no cabinet is indicated. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data. 1.03 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 2.01 MATERIALS A. Fire extinguishers : UL listed and labelled units; J. L. Industries or approved equal: Multi-purpose dry chemical type. B. Cabinets: Enamelled steel box with trim, frame, door, and accessories; J. L. Industries or approved equal: 1 . Mounting: Semi-recessed mounting. 2 . Trim: 4" ADAC Trim 3 . Door and trim material: Enamelled steel, baked enamel finish. 4 . Door style: Duo-panel . PART 3 - EXECUTION 3.01 INSTALLATION A. Install with wall-hung brackets at locations and heights indicated and acceptable to authorities having jurisdiction. B. Install cabinets plumb and level at heights acceptable to authorities having jurisdiction. 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 . _ ngo1A0 SECTION 10800 - TOILET ACCESSORIES PART 1 - GENERAL 1.01 SUMMARY A. Provide toilet accessories at toilet rooms. 1.02 SUBMITTALS A. Submit for approval product data, accessory schedule. 1 .03 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 . 01 MATERIALS A. Units: Stainless steel fabrication with AISI No. 4 bright directional polish finish; Bobrick Washroom Equipment, Inc or approved equal : B. Mounting: As Noted. C. Types and quantities: 1. Surface-Mounted Roll-Paper Towel Dispenser; B-2860; 1 per Toilet Room, 1 at Kitchen. 2. Semi-Recessed Waste Receptacle; B-368; 1 per Toilet Room, 1 at Kitchen. 3 . Recessed Soap Dispenser; B-306; 1 per basin at Toilet Rooms, 1 per Kitchen Hand Sink . 4 . Surface-Mounted Toilet Tissue Dispenser for two rolls; B-27460; 1 per Toilet Stall . • 5. Surface-Mounted Sanitary Napkin Disposal; B-254; 1 at Unisex Toilet Stall. 6. Horizontal Two-wall Toilet Compartment or Shower Grab Bar 36" x 54"; B-5637; 1 at Unisex Toilet Stall. 7. Framed Glass Mirror; B-290-2430; 1 per basin at Toilet Rooms. 990140 10800 - 1 3. At completion of work, provide two neat and legible sets of these Drawings which shall be individually signed and dated by the General Contractor, Mechanical Installer and inspector as to their accuracy. 4. Such Drawings shall be acceptable to and approved by the Architect before final payment requests are submitted. E. Locations: Mechanical installer shall fully inform himself regarding peculiarities and limitations of the spaces available for the installation of Work and materials furnished and installed under the Contract. At a time in advance of the Work, furnish instructions to the General Contractor as to requirements for openings, recesses and chases in the walls, partitions, framing or openings. Nothing in this paragraph shall be construed to relieve the installer of the responsibility for providing and paying for the required core drilling and openings in existing Work. F. Diagrammatic indications on Drawings are: 1. Approximate only. 2. Subject to rearrangement for proper installation. 3. At certain times shown distorted for clarity. G. Exact locations shall: 1. Be as required for proper installation in available space. 2. Avoid interference with architectural and structural features. 3. Be coordinated with the Work of other trades toward the general purpose of having the Work progress rapidly and smoothly with a minimum interference between one trade and another. 4. Preserve headroom and keep openings and passageways clear. 5. Have a neat arrangement symmetrical to the building lines, light and tile patterns. 6. Vary run of piping, run and shape of duct work, and make offsets during progress of work as required to avoid structural and other interferences as approved by Architect. 1.04 SUBMITTALS A. Note: 1. It is essential that the following procedures be adhered to in order that this project be completed on time and with the materials specified. 2. It is the intention of these procedures to assist the Contractor in preventing error in installing the wrong materials and equipment which then must be removed and replaced at his expense. 15010 - 2 1. Materials shall he new. Materials for similar uses to be of same type and manufacture. 2. Mechanical equipment shall bear the manufacturer's label showing performance characteristics. All valves, pipe, fittings, etc., shall bear the manufacturer's name or trademark. B. Substitutions: Requests for substitutions must be made in the manner specified. 1.07 ELECTRICAL A. When electrical Work is specified to be furnished and installed by the Mechanical Installer, it shall be installed in accordance with the National Electric Code. CONDUITS SHALL BE OF A TYPE IN ACCORDANCE WITH THE ELECTRICAL DIVISION OF THESE SPECIFICATIONS. The line voltage wiring shown on the Electrical Drawings is based on the control diagram and control specifications outlined herein. Any changes necessary to accommodate the controls furnished which increase the cost for the line voltage wiring shall be paid for by the Mechanical Installer. Before order is placed for motors or other electrical devices, check with the Electrical Installer and verify requirements as to type, mounting and current characteristics as well as to any special delivery instructions. B. Motors: Contractor shall furnish, install and/or align motors for driving this equipment furnished and installed by him. Motors shall be designed to operate at full load continuously without exceeding a temperature rise of 40 degrees C. Motors shall be wound for the voltage shown on the Drawings. Each motor for a belt drive shall be fitted with "V" belt sheaves. All motors less than 1/2 h.p. shall have built-in running protection. Motors 1/2 h.p. and larger, shall be for 3-phase service unless otherwise noted. 1.08 INSTALLATION A. General: 1. Unless otherwise specified herein, equipment and fixtures shall be installed in accordance with the manufacturer's recommendations. 2. Before submitting his bid, the Contractor shall carefully study Drawings and shall make a careful examination of the premises. He shall definitely determine, in advance, the methods of installing and connecting the apparatus, the means to be provided for getting the equipment into place, and shall make himself thoroughly familiar with the requirements of the Contract. After award of the Contract, no subsequent allowances will be made to the Contractor due to his failure to comply with the above requirements. B. Workmanship: Labor shall be trained for this kind of Work. C. Cutting of concrete Work by Contractor shall be by core drilling or concrete saw. No cutting or coring shall be done without first obtaining the permission of the Architect. 1.09 PROTECTION AND CLEAN-UP A. Protection: Protect materials and equipment from damage from any cause whatever. 15010 - 4 SECTION 15010 - MECHANICAL GENERAL PROVISIONS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to this Section. 1.02 SCOPE OF WORK A. Furnish labor, materials, equipment and transportation to complete the Mechanical Work as shown on the Drawings, specified herein and/or implied thereby. B. This Section forms a part of subsequent Sections of Division 15. C. The following areas of related Work are not included in this division: 1. Painting, except as hereinafter specified. 2. Electrical Installer will provide line voltage wiring, disconnects, magnetic starters. except those furnished under this section as part of packaged equipment, manual starters, and connect up motors complete; conduits for low voltage and other wiring are by Electrical Installer. Low voltage is by Mechanical Installer. 1.03 GENERAL REQUIREMENTS A. Delivery and Storage of Materials: Provide for safety and good condition of materials and equipment until final acceptance by the Architect. B. Codes and Standards: Work and materials shall be in full accordance with the latest rules and regulations of the Safety Orders of the Division of Industrial Safety; the National Electric Code; Local Building and Fire Codes; and any other codes, having jurisdiction. C. Contractor shall obtain permits, patent rights, and licenses that are required for the performing of his work, and pay fees and costs. D. Record Drawings: 1. Provide and maintain on the job, one complete set of blue prints of the Drawings for the Mechanical Work. Carefully draw on this set of prints, work including piping, valves, etc., which is installed: locate dimensionally from fixed points. The depth shall be indicated for all plugged wyes, tees, capped lines, and lines as they exit the building. 2. These Drawings shall be continuously kept up-to-date, and shall be available for inspection at all times. Existing lines discovered shall be indicated on these Drawings. 15010 - 1 Ot301-4Q TIME. Signs shall be per another paragraph of this Section of the Specifications with 1/2" high letters. Locate conspicuously, and support in a suitable, permanent manner. 1.11 MAINTENANCE, OPERATION, INSTRUCTION, ETC. A. Furnish to the Architect in accordance with the conditions of the Contract 3 complete copies of manuals as described herein. One set of manuals shall be provided for Plumbing Items, another for Air Conditioning Work, and another for Fire Protection. The Contractor agrees that it is the purpose of these manuals to provide the Owner with instructions to maintain and preserve this investment. He further agrees to provide information necessary and as a minimum that which is described hereinafter. B. Operation and maintenance manuals with three ring binders shall be an assembly of the following information organized in the following format. Sectionalize manual by dividers. with tab indexes indicating various sections. Each numbered item following is a section: 1. Complete Table of Contents. 2. Page indicating name, address, telephone number and name of person to be contacted regarding building and equipment maintenance at the office of the Installer. 3. Valve Directory: This shall consist of the valve chart and shall describe the valves physical location and function all in a tabular form. 4. Operating Instructions: Write a brief description of the system installed and in non- technical terms, instructions on how to set temperatures, starting-stopping procedures, seasonal change-overs and adjustments, bypass clock schedules, etc. This is primarily for use of the occupants. Technical operating instructions are to be included in a separate binder. The complete Sequence of Operation of Control Systems is also to be included in this section. All shall be typewritten. 5. Maintenance Schedule: Shall list each item of equipment requiring maintenance in a typewritten tabular form. Equipment listed shall note: Bearings, filters, belts, for each item and shall give the time frequency (i.e., annually, 6 mos., 3 mos.,) that the maintenance is to be performed. An additional column shall reference where maintenance information is located in manual supplied by the manufacturer and reference the index section of this assembled manual. 6. Manufacturers' Information: This portion of the manual shall be composed of manufacturers' and fabricators' data on equipment, fixtures, valves. etc. Specific model numbers shall.be highlighted with yellow marking pen. C. Demonstration: Furnish the services of a qualified person for a period of time convenient to the Owner to demonstrate system operation. Instruct and demonstrate to the Owner's Operator the proper operation and maintenance of the entire system. Make arrangements for the presence of the Architect's Representative. 1.12 SPECIAL REQUIREMENTS A. No apparatus, equipment, device, or installation will be fabricated into the Work which would provide a cross-connection permitting any backtlow or siphonage from any source into the domestic water supply system. 15010 - 6 B. Within thirty-five (35) days after the award of the General Contract, the Contractor shall submit data on equipment and materials he intends to use on the project. Where materials are specified by description and no manufacturers' names are mentioned in the specifications, these materials need not be submitted. Submit all other items and equipment. Submittals shall be complete and at one time. C. Partial or nonconforming data will be returned unchecked. D. Data submitted shall include type, capacities, horsepowers, dimensions, and description. E. Data along with a table of contents shall be submitted for any item requested by the Architect. Provide tabular separation of individual sections. F. Data sheets of items are to be individually bound in rigid backed loose leaf three ring binders. Ring diameter to accommodate quantity of contents and facilitate turning pages without tearing. G. Detail Drawings: Provide the Architect and Contractors dimensioned Drawings of apparatus or equipment, and detailed dimensioned layout Drawings showing locations, sizes, etc., of required curbs, platforms, pads, wall and roof openings. 1.05 TESTS A. Make tests required by legally constituted authorities and as listed below. B. Tests shall be made in the presence of the Architect or his Representative who shall be notified 48 hours before tests are made. C. If Work required to be tested is covered before the approval of the Architect or his authorized Representative has been obtained, it shall be uncovered for testing at Contractor's expense. D Obtain required documents of certification indicating approval, acceptance and compliance with the requirements of political subdivisions having jurisdiction over the Work. E. Costs: Furnish labor, material, instruments and bear other costs in connection with tests. F. Soil, waste, downspout and vent piping shall be tested with a minimum of 10 ft. head of water for 3 hours. G. Water piping shall be hydrostatically tested to 150 lbs. pressure for 3 hours. With approval of Architect, air testing may be substituted for hydrostatic testing in freezing weather. After test, water piping shall be left under supply main pressure for the balance of construction period. H. Fuel gas piping shall be tested with air to 60 psi for 3 hours. Check each joint and valve with soap suds. No smoke testing is allowed. 1.06 MATERIALS A. General: n9414° 15010 - 3 C. The above shall be supplemental to and in no way preclude the requirements of other Sections of these Specifications. 1.14 ACCESS-PANELS A. Access doors and panels: Wherever volume dampers, fire dampers, valves, controls or other items or parts of the installation which require periodic inspection or adjustment are concealed by permanent non-removable construction, an access door shall be provided. Doors shall be as manufactured by "Milcor" or approved equal with slotted head cam locks. Types to be as approved and as appropriate for the surface and construction in which it is installed. Furnishing and locating is under this Section; installation under other sections; verify locations with Architect. END OF SECTION • 15010 - 8 B. Cleaning: I. Thoroughly clean parts of the fixtures, apparatus, and equipment. 2. Exposed rough metal Work shall be carefully brushed down with steel brushes to remove rust and other spots and left in proper condition to receive painter's finish. Where factory prime coat has been damaged, Contractor shall be responsible for restoration of same. 3. Remove strainer filters and faucet outlet screens, clean and replace them after all tests and just prior to turnover of building to Owner. 1.10 IDENTIFICATION OF PARTS AND EQUIPMENT A. Valves: Each shut-off and control valve shall be marked by means of a 20-gauge brass disk 2" in diameter fastened to the valve stem with #16 brass plumber's chain. Each disc shall be legibly marked with 2 lines of lettering, (1) a prefix and (2) a valve number, so as to readily indicate its location and function. Characters to be factory stamped and black filled. A typewritten chart showing each valve shall be made. Charts shall be in each Maintenance Manual. These numbers are to be used for reference in the written text covering the operation procedures in the required manuals. B. Numbers shall continue from the highest number shown on valve charts. Numbering to start over for each prefix. Prefixes to indicate the valves' usage with service designations as follows: (Example only - all systems will he identified.) Domestic Hot Water "HW" Domestic Cold Water "CW" Gas "Gas Shut-Off" C. Piping: 1. Piping shall be labeled for identification indicating type of material, service and direction of flow with Seton Nameplates, "SetMark" size of letters as described in catalog, according to pipe size. Piping shall be labeled on 20 ft. centers. Labels shall be installed at valves, and at least every 10 feet on vertical runs. 2. Labels shall read horizontally along the axis of the pipe. D. Mechanical and Plumbing Equipment: 1. Install nameplates of black-white-black engraved lamacoid for equipment, switches, controls, gages, fans, units, damper motors, room thermostats, etc. Nameplates shall be secured by means of screws; small plates may be by approved adhesive. 2. Major equipment to use minimum 1/2" high letters and switches, controls, etc., to have no less than 1/8" high. Working to identify the item areas served. E. Provide and install a sign at each automatically started equipment stating: WARNING - THIS MACHINE IS AUTOMATICALLY CONTROLLED AND MAY START AT ANY 99At` t6 15010 - 5 C. The above shall be supplemental to and in no way preclude the requirements of other Sections of these Specifications. 1.14 ACCESS-PANELS A. Access doors and panels: Wherever volume dampers, fire dampers, valves, controls or other items or parts of the installation which require periodic inspection or adjustment are concealed by permanent non-removable construction, an access door shall be provided. Doors shall be as manufactured by "Milcor" or approved equal with slotted head cam locks. Types to be as approved and as appropriate for the surface and construction in which it is installed. Furnishing and locating is under this Section; installation under other sections; verify locations with Architect. END OF SECTION 15010 - 8 B. During the guarantee period and as directed by the Architect, make any additional test. adjustments. etc., that may be required and correct any defects or deficiencies arising from operation of the systems. C. Guards: Furnish and install removable guards around moving parts of equipment and/or apparatus. D. Completion: 1. When the installation is complete, the system shall be operated for a period of one week, and be demonstrated to the Architect as being completed and operating in conformance with these specifications. The Contractor shall schedule Work so that this week will occur before the project is finalized or occupied by Owner. 2. The Work hereunder shall not be inspected for final acceptance until operating and maintenance data, manufacturer's literature, valve directories, piping identification code directory, and nameplates specified herein have been approved and properly posted in the building. 1.13 GUARANTEE A. Materials, apparatus and equipment furnished and installed shall be new and free from defects. Should any trouble develop within one year from date of acceptance of Work due to inferior or faulty material and/or workmanship, the trouble shall be corrected without expense to the Owner. Any defective materials or inferior workmanship noticed at the time of installation or during the guarantee period shall be corrected immediately to the satisfaction of the Owner. B. The Work shall be installed of such materials and in such a manner that: 1. Apparatus or equipment shall operate in accordance with detailed specifications covering each item. 2. Any adjustments or changes required to produce a condition of quietness shall be made satisfactory to the Architect or his Representative. Such adjustments or changes shall not reduce the performance or quantities called for on the Drawing. 3. The guarantee of the installation of materials and equipment will meet the performance requirements of these specifications, and that equipment will deliver the specified or required capacities. 4. The Owner reserves the right to make temporary or emergency repairs as necessary to keep equipment in operating condition without voiding the guarantee contained herein nor relieving the Contractor of his responsibilities during the guarantee period. 5. The Contractor is responsible for all damage to the premises caused by leaks or breaks in pipe lines, fixtures or equipment furnished and installed under this Contract for a period of one year after the date of acceptance of project by Owner. He shall replace in kind, at his own expense, items so damaged to the satisfaction of the Owner. 15010 - 7 990t40 American Standard, Kohler or equal Sloan. Delaney or equal Centoco, Olsonite or equal Smith, Zurn or equal Elkay. Just or equal Fiorestone. Fiat or equal Haws, Sunroc or equal Bradley, Acorn or equal State, Ruud or equal B. Fixtures: 1. Water closets: a. Item WC-la, floor mounted 1.6 gallon/flush white vitreous china, siphon jet, elongated bowl, handicapped . American Standard 2216.143 Cadet II Seat: Centoco Model 600 b. Item WC-b, child, floor mounted, white vitreous china, round front bowl, wall- mounted tank. American Standard 2162.100 Baby Devoro Water Saver Toilet Seat: Olsonite 126-CC 2. Lavatories: a. Item 2a, self-rimming, countertop, 20 x 17 oval vitreous china 4" centers. Install insulation on trap & riser, Trap Wrap or equal. American Standard 0476.028 Aqualyn Faucet: American Standard Reliant 2385.249 with Aerator (2 GPM) Stop: Chicago 1006 Drain: Metal pop-up b. Item 2b, child, self-rimming, countertop, 20 x 14-1/4 rectangular vitreous china, less fittings deck. American Standard 05.000 Shapes Faucet: American Standard Reliant 2385.249 with Aerator (2 GPM) Stop: Chicago 1006 Drain: Fixed grid 3. Sinks: a. Item 3a, stainless steel kitchen sink, double bowl, self-rimming, 18 gauge. Elkay LR-3319 Faucet: American Standard 2021.631 with Aerator Stop: Chicago 1006 Strainer: LK 35 15400 - 4 C. The above shall be supplemental to and in no way preclude the requirements of other Sections of these Specifications. 1.14 ACCESS-PANELS A. Access doors and panels: Wherever volume dampers, fire dampers, valves, controls or other items or parts of the installation which require periodic inspection or adjustment are concealed by permanent non-removable construction, an access door shall be provided. Doors shall be as manufactured by "Milcor" or approved equal with slotted head cam locks. Types to be as approved and as appropriate for the surface and construction in which it is installed. Furnishing and locating is under this Section; installation under other sections: verify locations with Architect. END OF SECTION • 15010 - 8 6. Wall Hydrants a. Item 6a. Woodford B65, Non-freeze, bronze locking box with removable key handle, vacuum breaker, ball valve. 7. Plumbing equipment: a. Water heater, Item 7a: "A.O. Smith" BTC-250, 100 gallon water heater, 250,000 BTUH input, ASME construction 120V-1 Phase, shipping wt. 705 LBS. b. Garbage Disposal: Item 7b In-Sink-Erator Performance Plus Model 333, three year warranty, 1/2 HP motor, 120V-1 Phase. 2.10 DOMESTIC HOT WATER SELF-REGULATING HEATER SYSTEM A. Furnish and install a complete UL listed system of heaters and components listed specifically for maintaining domestic hot water temperatures as indicated on Drawings on all domestic hot water piping from water heater to within 12' of all fixtures served. B. The self-regulating heater shall consist of two (2) 16 AWG tinned-copper bus wires embedded in parallel in a self-regulating polymer core specially designed for the hot water temperature maintenance application that varies its heat output all along its length, allowing the heater to maintain the water in the selected temperature range. The heater shall be covered by a radiation cross-linked modified polyolefin dielectric jacket and protected by a tinned-copper braid. The heater shall operate on line voltage indicated on the electrical drawings without the use of transformers or thermostats. Power connection, end seal, splice and tee components shall be applied in the field. The heater shall be HWAT-Plus as manufactured by Raychem Corporation or equal. C. Install self-regulating heater and components on domestic hot water and tempered hot water supply piping mains and as specified after the piping has been pressure tested, but before the thermal insulation is applied. Secure the heater to piping with Raychem GT-66 fiberglass tape. Apply "electric traced" signs to the outside of the thermal insulation. D. Tests: After installation and before and after installing the thermal insulation, coordinate testing per Electrical Section 16000. PART 3 - EXECUTION 3.01 PIPE INSTALLATION A. Excavation shall be shored and braced by members of suitable size and arrangement to provide against injurious caving and erosion during construction work, pipe laying and backfilling. Do pumping, shoring, bracing and sheeting as required and remove same as the 15400 - 6 2.06 CLEANOUTS A. Use taper thread brass plugs only. B. Finished room floors: Smith 4020, Zurn or equal polished nickel bronze nonskid adjustable round top with flashing flange, clamping collar, and carpet type where required. C. Walls: Smith 4472 Zurn or equal with stainless steel cover and screws. D. Outside cleanouts: Smith 4255, Zum or equal. Use low anchoring flange in finished grade areas and high anchoring flange in concrete and paved areas. Vandal-proof cover to be marked "Cleanout." Encase anchoring flange in 20" square x 6" concrete pad, top of cleanout flush with finished surface. 2.07 ACCESS PANELS A. Tile, masonry, drywall: KARP DSC-214M, Milcor or equal stainless steel with No. 4 finish, cylinder, key operated lock. Minimum size 12" x 12", larger for proper access. In fire rated ceilings and walls, use KARP DSC-21I FRT and install vermiculite. B. Plaster: KARP DSC-214P, Milcor or equal stainless steel with No. 4 finish, cylinder, key operated lock. Minimum size 12" x 12", larger for proper access. In fire rated ceilings and walls use KARP DSB-215 FRT with air cell asbestos. 2.08 FLASHINGS A. Furnish and install on each pipe passing through the roof a "Semco" No. 1000, Stoneman or equal, 4 lb. seamless lead flashing assembly. Flashing shall have reinforced boot and be complete with cast iron counter-flashing sleeve and Permaseal waterproofing compound, and vandal-proof hood. Vent pipes shall be terminated 10" above the roof. 2.09 PLUMBING FIXTURES A. General 1. Under this Section and before plumbing fixtures are ordered, supply the Architect with an accurate blueprint or plate, and specifications of each proposed to be furnished. See Submittal Requirements. 2. Check plumbing fixtures indicated on plumbing plans with the Architect's plans. Architectural plans govern for locations and (when shown) quantities of fixtures. Provide services and make all connections as indicated on Plumbing Fixture Schedule and Kitchen Equipment Schedule and Drawings. 3. Trim, including services and piping for equipment supplied under other Sections - faucets, stops, bibbs (except as specified otherwise), cocks, traps, waste, and supply pipes, including those under sinks, flush valves, etc., to be brass, polished chromium plated. 4. Equivalent Manufacturers for Fixtures Listed: 99010 15400 - 3 R. Piping shall be isolated from other piping, any pan of the building, framing. conduit, etc., with pipe isolators. S. Cleanouts shall be accessible. Wall cleanout shall be in the same room as the fixture served unless shown otherwise on plans. After testing, lubricate and install plug watertight. 3.02 STOPS AND VALVES A. Lever handle gas stops shall be installed in addition to any gas cock furnished with equipment. B. Install stops on hose bibbs just ahead of bibb. Install stops on hot and cold water fixture supplies unless integral stops are specified. C. Install shut-off valves at locations shown on Drawings and upstream at the connection to equipment. 3.03 ESCUTCHEONS A. Escutcheons shall be chrome-plated brass, one to be placed on each pipe passing through finished floors, walls, ceilings, and cabinets below counter-mounted sinks. 3.04 PIPE MAKE-UP A. Pipe shall be carefully cleaned before installation. The ends of threaded pipe shall be reamed out full size with long taper reamer so as to be partially bell-mouthed and perfectly smooth. B. Joints in cast iron pipe shall be only with couplings specified and with torque wrenches per Cast Iron Soil Pipe Institute recommendations. C. Joints in copper tubing shall be made by first thoroughly cleaning the surface of the pipe and fittings, applying a non-corrosive flux and sweating with 95/5 tin antimony solder. D. Thread lubricant. Rectorseal joint seal, or Tyte Unite, or equal compatible with piping material, shall be used for all threaded joint make-up and shall be applied to the male thread only. Lubrication shall include threaded cleanout plugs. E. Install water hammer arrestors per PDI recommendations for hot and cold water supply to fixtures as noted on plans. • F. Access panels: Install to cover concealed valves, cleanouts, shock absorbers, isolation unions, trap primers and other concealed equipment which may require access for operation, maintenance and repair. Panel shall be sized for proper access for servicing equipment enclosed. 3.05 ROUGHING-IN A. The Contractor shall have rough piping installed and stubbed out to the proper point and tested before any finishing work or concealment. 15400 - 8 b. Item 3b. stainless steel bar sink , self-rimming, 18-gauge. Elkay LR-1517 Faucet: American Standard 7400 less drain and pop-up hole. Stop: Chicago 1006 Strainer: LK 35 c. Item 3c, stainless steel diaper sink, single bowl, self-rimming, 20 gauge. Elkay DCR-2522-10 Faucet: American Standard 7400 Stop: Chicago 1006 Strainer: LK 35 d. Item 3d, service sink, molded stone, vinyl bumperguard. Crane: MSB 2424 Faucet: American Standard 8344.111 e. Item 3e, laundry sink, 24 x 20 enameled cast iron with single pedestal and wall bracket. American Standard 7602.00 Lake/Twin Lake Faucet: American Standard 4141.085 Grid Drain: American Standard 4362.026 f. Item 3f, floor sink, seepage flange, less rim and grate. Smith 3120-10 4. Drinking fountains: a. Item 4a, handicapped, stainless steel, with bottom plate, back plate and trap. Haws No. 1106 Stop: Chicago 1006 5. Drains: a. Item 5a, roof drain, sump receiver, deck clamp and extensions as required. Smith 1310 ERC b. Item 5b, overflow roof drain Smith 1070 c. Item 5c, floor drain, seepage flange adjustable, nickel bronze top, round. Smith 2005-A 990140 15400 - 5 excavation is backfilled to 95% relative compaction under paving, 85% in planting areas. Surplus earth resulting from these excavations shall be distributed over or removed from the site as directed by the Architect. B. Backfill for piping shall be clean, dry sand only. Install 6" below and 6" above pipe. C. Paving, curbing, turf and other surface features distributed by the installation of new lines shall be made to conform to the original line and grade, and restored to the condition in which they were before the excavations were made. Concrete and asphalt areas shall be neatly saw cut. D. Trim the edges of excavations neatly before restorations are made, and remove excess dirt and materials. E. Sanitary sewers and waste lines shall grade as required by the Uniform Plumbing Code. The sections of the pipe shall be laid and fitted so that when completed the sewer will have smooth and uniform invert. F. Flush out water mains and sanitary drains with water and gas lines with compressed air so as to obtain free flow. G. Openings in pipes, drains, fittings, apparatus and equipment shall be kept covered or plugged to prevent foreign substance from entering. H. Run piping free of traps, sags, or bends, pitch air piping down in the direction of flow with branch take-offs from top of main. I. Piping shall be run to minimize headroom and keep passage ways and openings clear. Run parallel and straight with adjacent walls or ceilings to present a uniform appearance. J. Piping, except when noted otherwise on plans, shall be concealed in walls or above ceilings. K. Water and gas piping shall not be embedded in concrete nor concealed below slab within building, unless noted otherwise. L. Bent piping shall not be forced. Use fittings for offsets or changes in alignment of piping. M. Unions shall be installed after each screw type valve, at connections for equipment, appliances, and as required for erection and maintenance. No unions shall be installed in inaccessible locations. N. Install isolation unions or couplings at all connections between dissimilar metals. O. No holes for pipe or equipment will be allowed in structural members without the written consent of the Architect. P. Pipe hangers shall be spaced per The Uniform Plumbing Code. Isolate piping from hangers or supports with pipe isolators specified. Q. Where several pipes are run parallel with each other, the Contractor may support his piping by use of trapeze hangers. 15400 - 990140 B. Fit piping to the available space to follow the building structural elements as closely as possible - including fittings, offsets, piping, hangers, or whatever is required to accomplish this result. Stub out piping to exact location of equipment, setting stubs symmetrically with the fixtures. END OF SECTION • 990140 15400 - 9 2.02 SHEET METAL AND DUCT WORK A. The Mechanical Installer shall furnish and install sheet metal duct work and plenums shown on Plans. Sheet metal shall conform to the requirements of U.M.C. B. Construction, gauges and installation of ducts and plenums shall conform to Uniform Mechanical Code, unless more restrictive within this Specification, and shall have smooth interiors. Cross crimp or bead ducts regardless of size. 2.03 FLEXIBLE DUCT WORK A. Flexible duct work shall be Hercules Industries # IFP or equal, complying with NFPA-90A and 90B. B. Use only for final connection to air terminal, maximum 7'-0" length, not more than (1) 45 degree turn. C. Provide mechanical fasteners at duct ends. 2.04 ACOUSTICAL DUCT LINER (for rectangular duct and plenums) A. Fiberglass 1-1/2 lb. density, matfaced duct liner shall be manufactured by Schuller or equal. Fire hazard classification to be as follows: Flame spread - 25, fuel contributed - 50. and smoke developed - 50. B. Line duct work where specified herein with 1" duct liner. 2.05 DAMPERS A. Manually operated, opposed blade dampers for rectangular duct shall have blades of 20- gauge steel, 6" maximum width, and be equipped with locking quadrants. Durodyne SRH- 248 damper regulators shall be installed on dampers in lined duct and Durodyne SRST-2 in wrapped duct. Multi-blade, linked butterfly type dampers shall be installed where shown or required with interlocking edges. B. Manually operated dampers for round duct shall have blades of 20-gauge steel and be equipped with quadrants similar to above. C. Damper rods shall extend continuously from one side of duct to the other in ducts 12" diameter and above, and in ducts over 12" wide. D. Dampers shall be stiffened where necessary to prevent noise. Any dampers causing any noise shall be replaced by new ones or additional stiffeners added to eliminate the noise. E. Provide manual volume dampers at branch duct take-offs from main ducts on supply and return air ducts for the purposes of balancing. 2.06 EXTRACTORS A. Furnish extractors where indicated on Drawings at branch duct take-offs from trunk ducts. Units shall be Metalaire, Anemostat or equal. 15800 - 2 SECTION 15700 - MECHANICAL EQUIPMENT PART I - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to this Section. 1.02 MATERIALS A. Furnish and install equipment specified for Mechanical Work in this Section. Equipment shall be new and in good condition, and shall be approved by the Architect. Equipment and apparatus shall be installed as recommended by the manufacturers of the equipment and/or apparatus. B. Mechanical equipment shall bear the manufacturer's label showing performance characteristics. Identifying size number shall be given only when it is not practical or customary to show performance characteristics. C. Provide Submittals for equipment in this Section. See Section 15010 for Submittal requirements. PART 2 - PRODUCTS 2.01 AIR CONDITIONING UNITS A. Units shall be of the type, size, and capacity as indicated on the Drawings. B. Acceptable equals: York, Trane. END OF SECTION 990140 15700 - 1 iron, unless otherwise indicated on Drawings. Where ducts pass through interior walls or partitions, close visible openings around ducts with collars. 3.02 ACOUSTICAL DUCT LINER A. Liner for rectangular duct shall be cemented to duct with MMM #38 fireproof adhesive and mechanically fastened with adhered fasteners. Prior to assembly, where widths of ducts or casings exceed 20", both mechanical fasteners 18" on center and adhesive shall be used. See Air Distribution Section for any round duct liner requirements. Dimensions of ducts shown are net inside liners. No spot welding allowed on duct work or plenums above the roof or exposed to weather. B. Exposed, transverse edges of duct liner shall be securely sealed to prevent fraying. C. Ducts shall be lined as follows: 1. Air conditioning unit supply and return air ducts. END OF SECTION 15800 - 4 SECTION 15800 - AIR DISTRIBUTION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract. including General and Supplementary Conditions and Division-1 Specification Sections. apply to this Section. 1.02 LABOR AND MATERIALS A. Materials for this Section of the Work shall be new. B. Provide Submittals for equipment in this Section. See Section 15010 for Submittal requirements. PART 2 - PRODUCTS 2.01 DISTRIBUTION DEVICES A. Performance: Shall provide the required air throw and spread with no apparent drafts or excessive air movement within the air conditioned area. Any air distribution accessories required to effect these conditions shall be provided and installed by Contractor. Paint visible sheet metal inside of ducts including volume dampers, etc., behind registers and diffusers with two coats flat black enamel. B. Ceiling diffusers (exposed tee-bar lay-in ceilings): Shall be removable core type with integral volume control and perforated face panel. Removable cores shall be constructed to provide either one, two, three or four-way air discharge. Diffusers shall be Metalaire Series 7900 Model 7900-6. Finish to be baked white enamel. C. Return registers (exposed tee-bar lay-in ceilings): Shall be square or rectangular with perforated face panel whose outside dimensions match or are a whole multiple of the tile modules indicated on architectural drawings. An opposed blade volume damper(dimensions as indicated on mechanical drawings) shall be attached to the face and the unused portion of face filled with rigid fiberglass insulation with black coating. Registers to have baked white enamel finish and to be Metalaire Series 7000 R-6, or equal. D. Grilles: Where noted as grilles on Drawings to be same as C. above, or F. below. All exterior grilles shall be installed with aluminum or brass screws. E. Ceiling diffusers (standard installation): Shall be modular removable multi-core with integral volume control. Removable cores shall be constructed to provide either one, two, three, or four-way air discharge. Diffusers shall be Metalaire Model 9000-1. Finish to be baked white enamel. F. Ceiling registers (standard installation): Shall be square or rectangular with opposed blade volume damper, Metalaire RHD. Finish to be baked white enamel. G. Supply registers: Metalaire Model 2000D to be furnished with key-operated opposed blade volume control, natural finish, mitered corners. 15800 - 1 09014° applicable conduit, conductors, connections, disconnect switches, junction and pull boxes. motor protection and motor controls unless motor controls are under this section as an integral part of equipment. Room thermostats as indicated by the plans, are to be furnished by the Mechanical Contractor and installed by the Electrical Contractor. 1.05 VVT SYSTEM A. The system shall include, but is not limited to: zone dampers. monitor thermostats, slave thermostats, bypass dampers and wiring. The requirements of this section provide for a complete and operational System. 1.06 ACCEPTABLE MANUFACTURERS A. Acceptable manufacturers meeting the above criteria for this project are as follows: 1. Carrier. 2. York 3. Approved equal. 1.07 CONTRACTOR REQUIREMENTS A. The firm installing the work of this section must meet the following requirements: 1. Be an independent controls contractor who has experience in the installation of electronic HVAC control systems. 2. Have a direct factory representative within 200 miles of the project site. Have factory-trained installation and start-up mechanics/technicians within 100 miles of this project site. PART 2 - PRODUCTS 2.01 THE SYSTEM SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING ITEMS: A. DDC controls, fully modulating dampers, comfort zone center, four zone controller, monitor thermostat, slave thermostat, duct temperature sensor, outdoor air temperature sensor, transformer, barometric bypass damper. B. Features shall include: 3 weekly schedules for HVAC control, 4 temperature settings per • schedule, hold mode, Celsius display, vacation mode, installer switch lockout, diagnostic error display, timeguard, temperature trend staging. No batteries required. 2.02 EACH MONITOR THERMOSTAT SHALL INCLUDE THE FOLLOWING ITEMS A. Shall be capable of controlling the specified HVAC equipment and shall interface through a relay pack mounted in the monitor's damper or utilize stand-alone relay packs for "Monitor-Only" VVT applications. 15900 - 2 2.07 FLEXIBLE DUCT CONNECTIONS A. Furnish and install double neoprene coated 28 oz. glass fabric flexible connections, properly connected to iron fitted duct connections at unit inlets and outlets and where indicated on Drawings. There shall not be less than 2" installed clearance between mating flanges. 2.08 DUCT ACCESS DOORS A. Access doors shall be Pottorff series 60 or equal continuous hinge type with 22-gauge galvanized frame. 24-gauge double wall door and 1" fiberglass insulation. Furnish with door to frame and frame to duct gasketing. Hardware to be zinc plated with no obstruction in air stream. PART 3 - EXECUTION 3.01 SHEET METAL AND DUCT WORK INSTALLATION A. Duct shall be suspended with sheet metal straps and only from structural parts of the building. Ducts shall be secured against lateral displacement at every third hanger with minimum I-1/2 x 1-1/2 x 20 gage angle bracing. Where wide ducts obstruct the suspended ceiling hangers, a trapeze of angle of size suitable for the span shall be constructed below the duct for ceiling suspension. B. Changes in direction of ducts shall be made with an inside radius not less than the width of the duct. C. Changes in shape of ducts shall be made at small angles, sides of ducts shall diverge or converge at an angle not greater than 30 degrees. D. Square turn elbows to have turning vanes. Turning vanes shall be double-wall airfoil type. E. Seams and transverse joints on galvanized ducts shall be made airtight using canvas and Arabol, Hard-Cast or equal. F. Ducts shall be installed in the locations and of the size shown on the Drawings. Should it be found that any necessary duct dimensions have been omitted from the Drawings, the Contractor shall notify the Architect, who will supply the dimensions, and the Contractor shall then construct the ducts in accordance with these sizes. Should it be found impractical to install any duct of the exact sizes given, a duct of a different shape but having the same resistance shall be installed; the size of the substitute duct shall be approved by the Architect. G. Ducts shall be installed true to line and grade. Concealed horizontal ducts shall be installed to leave the greatest possible headroom under them unless for clearances of other Work they need to be installed at an intermediate plane. Where necessary, changes of elevation in the ducts shall be made to secure this result, but not without approval of the Architect. H. Duct work, mixing dampers, grilles, etc., shall be thoroughly cleaned and free of dust and debris before and after installation. I. The Contractor shall flash and counter-flash ducts where they pass through the roof or watertight floors and walls. Flashing and counter-flashing shall be No. 24-gauge galvanized 15800 - 3. gq(141 0 Q. Shall be capable of establishing, adjusting and storing electronically, a daily setback program of hour increments which is capable of 2 separate ON/OFF times per day. R. The Monitor shall be capable of following its own program schedules for occupied and unoccupied operation. S. Shall have a built-in setback override timer, electronically adjustable in 10 minute increments for a total of 2550 minutes. T. Shall be capable of displaying separate heating and cooling set-points, current system mode, fan operation, time of day, room temperature, duct temperature, and outside air temperature. The Monitor shall be capable of displaying temperature information in degrees Fahrenheit or degrees Celsius in increments of one-tenth of a degree. U. Shall include an adjustable set-point limiting feature to allow electronic locking in a user- adjustable temperature set-point range and thus creating a non-adjustable dead band. V. Shall have an on-board temperature sensor. In addition, the thermostat must be compatible with a remote sensor to perform remote temperature sensing. W. Shall be capable of measuring and controlling airflow in its zone when integrated with an optional airflow sensor. This option shall be provided when scheduled or where indicated on the plans. X. Shall be capable of providing either pressure-independent operation or pressure-dependent damper operation. Y. Shall include the ability to register and display communication or hardware errors for diagnostic purposes. Z. Shall include a time-based zone usage meter. This meter shall be capable of measuring and storing after hours override usage, in minutes, for its zone. AA. Shall have a programmable ventilation mode capable of providing ventilation to its zone at all times. The ventilation mode shall be terminated if the supply air temperature is not beneficial to the Monitor's zone. BB. Shall have the capability to electronically establish and adjust a damper maximum open position and a damper ventilation/minimum airflow position. CC. Shall have the ability to support a high-torque actuator for dampers that require over 1 inch water column static pressure for proper operation. 2.03 EACH SLAVE THERMOSTAT SHALL INCLUDE THE FOLLOWING ITEMS: A. Shall be capable of displaying separate heating and cooling set-points, current system mode, fan operation, time of day, room temperature, duct temperature, outside air temperature, and damper position. The Slave shall be capable of displaying temperature information in degrees Fahrenheit or degrees Celsius in increments of one-tenth of a degree. Shall also be capable of displaying additional service-oriented information. 15900 - 4 SECTION 15900 - AUTOMATIC CONTROLS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to Work of this Section. 1.02 MATERIALS A. Materials for this Section of the Work shall be new. B. Provide Submittals for equipment in this Section. See Section 15010 for Submittal requirements. 1.03 GENERAL REQUIREMENTS A. The Control System herein specified shall be fully integrated and installed as a complete package by the Contractor. The System shall include all input/output devices, sensors and controls, and associated wiring in accordance with the conditions of the Contract documents. System shall be fully automatic. B. Control System equipment and HVAC Terminal equipment with integrated controls shall be supplied by one manufacturer. • C. The engineering, installation, supervision and labor, calibration and check-out necessary for a complete and fully operational Control System as specified hereafter shall be provided by this Contractor. 1.04 ELECTRICAL WIRING A. Electrical wiring and wiring connections required for the installation of the System, as herein specified, shall be provided by the Mechanical Contractor unless specifically shown on the electrical drawings or called for in the electrical specifications. B. Control, communication bus and sensor wiring shall be color-coded in compliance with designated color scheme by vendor. C. Wiring shall be in conduit. Wiring in conduit does not require plenum-rated cable. Lengths for specific gauge and applications shall comply with Contract drawings and manufacturer's installation wiring specifications. D. Dedicated electrical power source for controls and other field installed devices supplied under this contract shall be provided under Division 16 of this specification. E. All wiring shall comply with the NEC and local electrical codes and the requirements of Division 16 of this specification. F. Under this section, the Mechanical Contractor shall supply the Electrical Contractor with control diagrams for complete line voltage wiring by the Electrical Contractor. Line voltage wiring shall be furnished and installed under the electrical section and shall include all 1 900 - 1 990140 requirements of the entire control system. This shall also be provided per the manufacturer's recommendations. E. Where round dampers are specified, the dampers must have elliptical damper blades. This damper blade shall also have a seal around the entire damper blade edge. F. A duct temperature sensor shall be an integral part of the damper assembly. 2.05. SEQUENCE OF OPERATION - VVT SYSTEM A. The Monitor shall determine the demand for heating or cooling based on the greatest demand for a particular mode. The Monitor will establish the zone with the greatest demand for the mode selected as the Reference Zone. B. The Monitor Thermostat shall communicate with the slave thermostat via a three-wire communication bus. This communication shall occur no less than once every 30 seconds. The Monitor Thermostat shall be capable of communicating with up to 4 slave thermostats. C. During the comfort or setback mode, the Monitor Thermostat shall access zone demand for heating and cooling from the zone slave thermostat and use this information to control the HVAC unit based on zone demand. D. When any thermostat senses a temperature deviation of 1.5 degrees F or more from its current set-point, it becomes a zone heating or cooling caller. When a zone becomes a caller, the Monitor registers its demand and whether it is a heating or cooling caller. When the Monitor Thermostat registers the minimum required number of zone callers, as determined by the system mode demand, and the mode selected meets any lockout temperature criteria(if applicable), the Monitor shall energize that specific mode via its relay that is interfaced to the HVAC unit. On a rise to 2 degrees F, the Monitor shall energize a relay for the second stage if the temperature trending program allows second stage operation. E. The Monitor Thermostat shall hold the system mode until the Reference Zone is within 0.5 degrees F of its set-point or until the system mode re-select time limit has expired and the system's demand is such that the Monitor selects the opposite mode. F. Monitor shall be capable of its own independent time of day program schedules for occupied and unoccupied operation. G. The slave thermostat shall be capable of operating in the ventilation mode until it becomes 1.5 degrees F out of set-point in either direction. At this point, the thermostat shall request the appropriate mode from the Monitor Thermostat. H. All thermostats in comfort mode shall display their separate heating and cooling comfort set- points, the current system mode and the mode of system fan operation. I. All thermostats in setback mode shall display their separate heating and cooling setback set- points, the current system mode and the mode of system fan operation. Their annunciators will indicate that the thermostat is in setback. 15900 - 6 B. The ability to operate the system fan either automatically with the fan switch on AUTO (fan operation only during a system heating or cooling mode) or continuously during the comfort mode with the fan switch set to ON. Fan operation during setback shall be automatic. C. Shall be capable of initiating system fan operation only during a system cooling mode when the fan switch is positioned to AUTO. This feature allows the HVAC equipment to control the fan during a system heating mode. D. The ability to automatically change-over or manually change-over between heating and cooling. E. Shall be capable of monitoring supply air temperature and utilizing this information as equipment protection. Also, shall have distinct safety limits for heat pump systems and gas/electric units. F. Shall include a temperature trend staging program that limits equipment operation to first stage if the zone load is being satisfied based on a comparison of changes in actual zone load, regardless of zone demand. G. Shall include a built-in HVAC equipment anti-short-cycling time guard and an automatically resetting time guard override function. H. The Monitor shall be capable of receiving outside air temperature information from an Outside Air Sensor interfaced to its zone damper. I. Shall have the ability of establishing electronically-adjustable heating and cooling lockout temperatures based on outside air temperature. I. Shall have the ability to select the system mode demand, the minimum number of zone callers required to initiate a system heating or cooling mode, from a range of one through four. This option must be included to minimize equipment cycling. K. A microcomputer-based electronic control that shall communicate with up to 4 Slave Thermostats. L. Shall have the ability to perform a communication check to identify the system slave thermostats, identify their respective device address, signal whether the device has an error condition, and indicate if the device is either a zone heating or cooling caller. M. The ability to process the information received from its system slave thermostats and determine the proper system mode. N. The ability to establish the zone with the greatest demand as the Reference Zone for the mode selected. O. Shall have the ability to re-select the system mode based on an adjustable time period. Based on the time period entered, the Monitor will re-select the system mode after the time period has elapsed to prevent getting locked into one mode. P. A Monitor equipped with a time-clock. 15900 3 9. -° �`� The set of normally-open indoor fan relay contacts close and complete the circuit through evaporator blower motor. The blower motor starts instantly. NOTE: Once the compressor has started and then stopped. it cannot be restarted again 5 minutes have elapsed. On the loss of the call for cooling 24 v is removed from the thermostat (providing the fan switch is in the "AUTO." position) de-energizing the compressor contactor opening the contacts supplying power to compressor. After a 30-second delay, the indoor fan shuts off. If the thermostat fan selector switch is in the "ON" position, the evaporator motor will run continuously. C. Interlock EF-I and EF-2 with AC-1. D. Interlock EF-3 and EF-4 with AC-2. E. Interlock EF-5 with AC-3. PART 3 - EXECUTION 3.01 GENERAL A. All system components and appurtenances shall be installed in accordance with the manufacturer's instructions and requirements. All necessary interconnections, services and adjustments required for a complete and operable system shall be provided by the Contractor. 3.02 SITE EXAMINATION A. The Contractor shall review all Contract Drawings and Specifications, including addenda and referenced material, and shall visit the job site, if applicable, in order to become informed, prior to bidding, regarding existing conditions and limitations of the project. The Contractor shall bring exceptions and inconsistencies in Drawings, Specifications, addenda, referenced material, other contract documents, and site conditions to the attention of the Engineer. B. Material and device location: The location of material, equipment and devices shown on the Drawings are approximate and are subject to such revisions as may be necessary or desirable at the time that the work is being installed. This contractor shall install the work in relation • to existing conditions. 3.03 SERVICE AND WARRANTY A. After completion of the installation, system start-up shall be completed. All thermostats and related components will be adjusted. The equipment being controlled by the specified control system shall be in operation and fully checked out. The entire system must be in operation for twenty-four (24) hours prior to seeking acceptance from the Owner's Representative. B. The System herein specified shall be free from defects in workmanship and material under normal use and service. If, within twelve (12) months from date of acceptance by Owner, any of the equipment herein described is proved to be defective in workmanship or material, it will be repaired, adjusted, or replaced free of charge by the installing Contractor. 15900 - 8 B. Shall be capable of establishing, adjusting, and storing electronically, a daily setback schedule of hour increments which is capable of 2 separate ON/OFF times per day. C. The Slave shall be capable of either following its own program schedules for occupied and unoccupied operation or follow the program schedule of its associated Monitor Thermostat. D. Shall have a built-in setback override timer, adjustable in 10 minute increments for a total of 2550 minutes. E. Shall include an adjustable set-point limiting feature to allow locking in a user-adjustable temperature set-point range. F. Shall have an on-board temperature sensor. In addition, the thermostat must be compatible with a remote sensor to perform remote temperature sensing. Provide remote sensing where indicated on the plans. G. Shall be capable of reading zone airflow in CFM when integrated with an optional pressure sensor. Shall be capable of utilizing this information to control zone airflow. Provide this option when scheduled on the plans. H. Shall be capable of providing either pressure-independent operation or pressure-dependent damper operation. I. Shall include the ability to register and display communication or hardware errors for diagnostic purposes. J. Shall have a programmable ventilation mode capable of providing ventilation to its zone at all times. The ventilation mode shall be terminated if the supply air temperature is not beneficial to the Slave's zone. K. Shall include a time-based zone usage meter. This meter shall be capable of measuring and storing after hours override usage, in minutes, for its zone. L. Shall have the ability to support a high-torque actuator for dampers that require over 1" water column static pressure for proper operation. M. Shall have the capability to electronically establish and adjust a damper maximum open position and a damper minimum airflow position. 2.04 EACH ZONE DAMPER SHALL INCLUDE: A. A motorized damper assembly shall be constructed of galvanized steel. Where indicated on the drawings to provide round dampers, the damper housing shall be made of spiral duct. B. An actuator with a direct-current, linear, stepper-type motor. C. The capability to operate in a master/slave arrangement where the master damper is controlled from a room thermostat and the slave damper is controlled by the master damper. If this arrangement is used, the slave shall track the position of the master damper. D. A power supply of at least 24 volt AC and 20 VA of power, provided by an independent transformer for each damper or by a single transformer sized adequately to handle the power 15900 - 5 9901 .0 2.06 SEQUENCE OF OPERATION - AIR CONDITIONING UNITS & EXHAUST FANS A. AC-I & AC-2: 1. Cooling, units with economizer- When the outdoor ambient temperature is above the outdoor-air thermostat (OAT) or enthalpy control setting and the thermostat calls for cooling, the indoor(evaporator) fan contactor is energized and the economizer damper blade opens to the minimum position, compressor no. 1 and outdoor (condenser) fan contactor are energized, and evaporator-fan motor, compressor no. t and condenser fan start. If thermostat call for a second stage of cooling, compressor no. 2 is energized and compressor no. 2 starts. 2. If the outdoor ambient temperature is below the OAT setting, and the thermostat calls for cooling, the IFC is energized, the evaporator fan is started, and the ecomomizer • modulates open. The economizer acts as the first stage of cooling, providing free cooling with the outdoor air. The position of the damper blade is determined by the supply air thermostat. 3. If outdoor air alone cannot satisfy the cooling requirements of the conditioned space, no. 1 starts. 4. As conditioned space temperature approaches the thermostat's cooling set point, the mechanical cooling stage cycles off. After mechanical cooling shuts off, the economizer modulates to the minimum position. 5. Heating, units with economizer- Upon a call for heat the induced draft relay is energized to start the induced draft motor. The main burner lights., the indoor fan contactor energizes to start the evaporator fan, and the economizer damper blade ipens to the minumum position. If the two-position damper is used, the outdoor-air damper opens to the minimum position whenever the evaporator fan runs. When additional heat is needed the high fire solenoid on the main gas valve is evergized. 6. After heating is de-energized, the evaporator-fan motor continues to run for 45 + 15 seconds. 7. As space temperature approaches the heating temperature set point, heating stage cycles off. The economizer or two-position damper returns to a fully closed position when fan shuts off. B. AC-3: 1. Heating - On a call for heating, the induced-draft motor starts. When the hall-effect sensor on the induced-draft motor senses that it has reached the required speed, the burner sequence begins. The indoor-fan motor is energized 45 seconds after flame is established. When the thermostat is satisfied, the indoor-fan motor stops after a 45- second time-off delay. 2. Cooling - On a call for cooling 24 v is supplied to the thermostat. This completes the circuit to the contactor coil and relay coil. The normally-open contacts complete the circuit through compressor motor to condenser-fan motor. Both motors start instantly. 15900 7 .390140 D. Adjust fan speeds of belt-driven fans as required and repeat above for as many times as is required to obtain air balance. E. Tolerance: The following tolerance is allowed as variation for CFM readings shown on the Drawings except that area pressure control, as specified hereinafter, is an absolute requirement. Supply Outlets Plus 5% to minus 0% General Exhaust Inlets Plus 5% to minus 0% Fans Plus 10% to minus 0% F. Fan motor sheaves: Provide and install original and exchange sheaves as required for balancing of all fans. G. Adjust each supply outlet and each return and exhaust inlet to the quantity shown on the Drawings using the dampers and/or extractor provided in the ducts. 3.02 PROJECT COORDINATION A. Upon request by the Architect, provide personnel, instruments, ladders, and gear necessary for checking and verifying any of the test or balance data. Make tests of any portion of the installation as may be required by the Architect to determine if it is in accordance with these specifications. Tests shall be made in the presence of the Architect. B. Required copies of the complete test reports shall be submitted to the Architect prior to final acceptance of the project. Reports shall include both the design and the actual running CFM, fan RPM, motor amperes and voltage and static pressure across each fan. END OF SECTION 15950 - 2 3.04 INSTALLATION A. The complete Control Systems shall be installed by a certified Mechanical Contractor who is thoroughly versed in the installation of these Systems. This Contractor shall have a minimum of 1 year experience in the installation of such systems. B. All installation work shall be coordinated with all other trades such that no rework, cutting, or patching will be required. C. All devices shall be configured for normal operation. END OF SECTION 15900 - 9 4gg1 '° SECTION 15950 - TESTING AND BALANCING PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division-1 Specification Sections, apply to Work of this Section. 1.02 REQUIREMENTS OF BALANCING SYSTEMS A. The Mechanical Section shall balance, adjust and test the air moving equipment, air distributing, exhausting and hydronic systems herein specified. B. Work shall be done under the direct supervision of the Contractor. Instruments used shall be accurately calibrated and be maintained in good working order. C. If requested, the tests shall be conducted in the presence of the Architect. The air balance and testing shall not begin until the system has been completed and is in full working order. The Contractor shall put heating, ventilating and air conditioning systems and equipment into full operation and continue the operation during each working day of the testing and balancing. 1.03 SUBMITTALS A. The Contractor shall submit, within 35 days after the receipt of the contract, Submittal data for the testing and balancing of the air conditioning, air and water system. PART 2 - PRODUCTS 2.01 GENERAL A. Balancing of air and water systems shall be by an independent test and balance agency that specializes in and whose business is limited to the testing and balancing of air conditioning systems. The agency selected shall be a fully certified member of the Associated Air Balance Council (AABC) or National Environmental Balancing Bureau (NEBB). PART 3 - EXECUTION 3.01 PROCEDURE OF BALANCING A. Testing and balancing shall be performed in complete accordance with the latest AABC Standards for Field Measurement and Instrumentation as published by the Associated Air Balance Council. B. Instruments used for testing and balancing of air and water systems must have been calibrated within a period of six (6) months prior to balancing. All final test analysis reports shall include a letter of certification listing instrumentation used and last date of calibration. C. Adjust the air flow at each main duct and branch duct, diffuser, register, and other outlets or inlets to the quantities shown on the Drawings. When quantities are not definitely shown, balance to quantities as directed by the Architect. 15 9 5 0 - 1 4494140 PART 2 - PRODUCTS 2 . 01 STANDARDS A. All material shall be new and shall be listed by Underwriters Laboratories Incorporated CUL listed) for the purpose intended and shall bear the UL label . Damaged or defective materials shall be replaced. All materials shall comply with the latest NEMA standards . PART 3 - EXECUTION 3 . 01 SHOP DRAWINGS : Comply with Architectural Section. A. Furnish five (5 ) sets of Shop Drawings to Architect for the following: 1 . Lighting Equipment . 2 . Distribution Equipment . 3 . Mechanical Equipment requiring electrical . 4 . Fire Alarm. B . All materials and equipment shall be approved prior to beginning work. C. Receipt within 30 days after award of contract . D . Shop Drawings, including : 1 . Dimensions and detail . 2 . Floor plan wiring diagrams showing routing, zones , wire quantity, and field connections . 3 . Catalog data specifically for equipment to be used . 4 . Maintenance data . 5 . See shop drawing requirements in General Provisions . 6 . If more than 5 sets are required by Contractor, Electrical Contractor shall provide Sepia reproducible so they can copy additional sets . Only the 5 sets required in 3 . 01-A will be reviewed. E . Electrical Contractor shall provide shop drawing approval stamps on all equipment supplied by them prior to Engineer ' s shop drawing approval . Electrical Contractor to check for conformance with the design of the project and compliance with the information given in the contract documents . Contractor is responsible for dimensions which shall be confirmed and correlated at the job site ; fabrication process and techniques of construction. 16010-2 responsible for all new and existing buried utilities . B . Electrical Contractor shall locate all onsite and offsite utilities prior to any trenching or excavation done by any trade to locate utilities in areas where construction is to be performed. 3 . 09 SECONDARY SERVICE A. Power for distribution within the building will be underground, available from the secondary side of padmount transformer supplied by the local utility company. This service shall be single phase, 3 wire, 120/240 volt , 60 Hertz alternating current for normal power and lighting requirements . Verify these requirements with the local public utility. General arrangement of the service equipment is shown on Drawings . Equipment shall be as specified herein. Provide all coordination with utility company as required. Notify Architect or Engineer if characteristics or point of attachment are different than that shown on Drawings . B. Include in Contract all charges by the utility company for that portion of the work furnished by them. 3 . 10 TELEPHONE SERVICE A. Telephone service for the building is underground to telephone pedestal . General location of the service equipment is shown on Drawings . Provide all coordination with telephone company. Notify Architect or Engineer if characteristics or point of attachment are different than that shown on Drawings . B . Include in Contract all charges by Telephone Company for that portion of the work furnished by them. 3 . 11 GUARANTEE : Comply with Architectural Section. A. Guarantee all materials, labor, workmanship and successful operation of all equipment installed under this contract for a period of one year from date of final acceptance . Repair or replace, at no expense to Owner, all defects which may arise during this time due to inferior or defective materials, equipment, or workmanship. 3 . 12 SUBSTITUTIONS A. The intent of Specifications is to establish quality standards of materials and equipment installed. 16010-4 HIGHLAND DAYCARE ELECTRICAL SPECIFICATION SECTION 16010 GENERAL PROVISIONS PART 1 - GENERAL 1 . 01 CONDITIONS A. All work under this Section shall be governed by • project general conditions, along with all supplements and amendments thereto, as published by Architect . 1 . 02 CODES AND REGULATIONS : Comply with Architectural Section A. Comply with all applicable state and local codes, regulations and ordinances , and the latest applicable requirements of the National Electrical Code (NEC) of the NFPA, as interpreted by the local inspection authority who shall have final jurisdiction. B . Comply also with all OSHA requirements and directives . 1 . 03 EXAMINATION OF PREMISES A. Examine the premises prior to bidding and become fully familiar with existing conditions . 1 . 04 PERMITS A. Secure and pay for all permits, fees , taxes, licenses and inspections in connection with the electrical work. 1 . 05 DRAWINGS AND SPECIFICATIONS A. Drawings are diagrammatic and indicate general arrangement of electrical work . Locations are approximate and shall be subject to minor modifications as directed by Architect and/or Engineer. B. Contractor shall be responsible for exact fitting of all materials , equipment, etc . , in building. All dimensions shall be verified on the job . C. Refer to Architectural, Structural, and Mechanical Drawings and Specifications , as part of this set, and be responsible for all information contained therein as affects the electrical work. D. Instructions such as "provide . . . " shall mean "Contractor shall be responsible for the furnishing and installing of new. . . , complete in every respect . " 16010-1 clt9Q140 3 . 02 AS-BUILT DRAWINGS : Comply with Architectural Section. A. Maintain a complete set of Electrical Drawings at the job site with all changes in the work marked thereon in a contrasting color. B . Electrical Contractor shall provide architect at completion of project a complete set of As-built mylar drawings showing all changes in work marked there on including all system wiring diagrams . 3 . 03 COORDINATION: Comply with Architectural Section. A. Order the progress of the work so as to conform to the progress of other trades . Coordinate all electrical installations and rough-ins as required. 3 . 04 WORKMANSHIP A. Provide a competent foreman on the job at all times . All work shall be accomplished in a manner which is neat, workmanlike, of first quality, and compatible with good commercial practices and standards . Provide competent workmen who are skilled as electricians . 3 . 05 INSTALLATION A. Install all equipment and materials in accordance with information as indicated on Drawings and in full accord with Manufacturer' s recommendations. 3 . 06 CUTTING AND PATCHING : Comply with Architectural Section. A. Provide all cutting, channeling, chasing, drilling, etc . , operations as may be required for electrical work . In general, all such operations shall be held to a minimum. B . All patching and painting shall be done by Contractor. 3 . 07 CONSTRUCTION POWER AND LIGHTING: Comply with Architectural Section . A. Provide construction power and lighting for construction as required. Energy costs will be paid by Contractor. All temporary facilities shall be properly grounded, shall comply with NEC and OSHA requirements, and shall have ground fault protection. 3 . 08 TRENCHING AND BACKFILL : Comply with Architectural Section. A. Be responsible for all trenching and backfill for electrical work . Backfilling shall be done in accordance with Architectural Specifications . Be 16010-3 990140 2 . 02 LOADCENTERS A. Provide loadcenter type distribution panelboards unless specifically indicated otherwise . All panels shall have a flush, steel hinged door and shall have quantities and sizes of plug-in, thermal-magnetic, full width circuit breakers as indicated. All two and three pole breakers shall have a common internal "trip free" mechanism and a common operating handle . Loadcenters shall have master key locks, copper ground bar . Loadcenters shall be manufacturered by Square "D" Type • Qb or equal by ITE, GE, Ctuler Hammer or Westinghouse . 2 . 03 SAFETY SWITCHES A. Provide fusible and nonfusible general duty type (unless noted heavy duty on drawings) disconnect switches where shown and required. Switches shall be horsepower rated, quick make, quick break, by same manufacturer as main distribution center. B . Each enclosure shall be NEMA type suitable for surrounding area and condition. Consult Mechanical Drawings and Specifications for their requirements . C. Switches shall be equipped with rejection clips for Class "R" current limiting fuses . D. Switches shall be same manufacturer as load centers . 2 . 04 FUSES A. Provide sizes, classes and types of fuses as indicated for all fuses safety switches . All fuses 0-600 amps shall have the Class "R" rejection feature . Verify actual load current of all motors prior to ordering fuses and provide fuses of sizes as recommended by Manufacturer . Generally, motor fuses shall be the dual element type and shall be set at 110 percent of full load amps , or 125 percent where required for heavy duty usage or high ambient temperatures . Fuses shall be the power voltage rating to match circuit characteristics in which installed. Fuses indicated on Drawings are those of Bussmann Co . , equal by Gould Shawmut or Littel Fuse. 2 . 05 SPARE FUSES A.' Provide three spare fuses of each size and type installed. Place in a metal cabinet in Storage Room . Cabinet shall be wall mounted, shall have a hinged door and latch, and shall be labeled "SPARE FUSES" on cover. 16100-2 Specific items are identified by Manufacturer, trade name or catalog designation. Should Contractor propose to furnish materials and equipment other than those specified as permitted by "or approved equal" clauses, he shall submit a written request in duplicate, at least five calendar days prior to bidding date, for any or all substitutions to Architect along with a stamped self- addressed return envelope . Request shall be accompanied with complete descriptive and technical data and all other information deemed necessary by Architect for evaluation . Substitutions submitted for approval shall list items as specified with the alternate substitution. B . Where substitutions alter the design, conduit, wiring or space requirements indicated on Drawings, Contractor shall include items of cost for the revised design and construction. C. Substitutions sent by Fax Machine will not be acceptable and will not be reviewed. 3 . 13 OUTAGES A. Coordinate all electrical service outages with Owner and General Contractor. Plan all work so that duration of outage is kept to an absolute minimum. 3 . 14 DELIVERY AND STORAGE OF MATERIALS A. Make provisions for delivery and safe storage of all materials and make the required arrangements with other Contractors on the job for the introduction into the building of equipment too large to pass through finished openings . B . Where materials are indicated to be furnished by others to Contractor for installation, these materials shall be checked and their delivery properly receipted. Assume full responsibility for the storage and safe keeping of said materials from time of delivery until final acceptance . 3 . 15 AVAILABLE TO OWNER A. Electrical Contractor shall be available to Owner for additional hook up to lights, equipment, etc . , on time and material . END OF SECTION 16010 990140 16o10-s installed from circuit breaker to every device in circuit . E . Wire sizes #10 AWG copper and smaller shall be solid; #8 AWG copper and larger shall be stranded. F. The following insulation standards shall apply: 1 . All feeder and service conductors shall be type THWN, XHHW or RHW. 2 . Other conductors shall be per NEC THHN/THWN copper unless noted otherwise, Article 310 . 3 . Type THWN copper for exterior runs in conduit . G. Motor wiring for power shall be stranded. H. Aluminum conductors shall not be used on this project . 2 . 09 CONDUITS A. Conduits shall be provided for all wiring runs as shown and specified. All sizes shall be per NEC . Use GRC where required by code, utility company, for mechanical protection and as shown. Type IMC may be used in lieu of GRC where permitted. Use EMT for all other runs . The use of AC (Armored Cable) , MC (Metal Clad) , or flexible conduit shall not be used for branch circuits or feeders (except for final connections to vibrating equipment - 36 " ) . Provide approved couplings and connectors for all connections . Final connections to motors and other vibrating or rotating equipment shall be made in flexible conduit . B . Heavywall , type II , rigid, Schedule 40 PVC: 1 . For all wiring runs in or under the floor slab which is in contact with the ground. 2 . For all wiring runs buried underground, unless otherwise indicated. 3 . Do not use Schedule 40 or 80 PVC above ground. Conduit sizes 1" and smaller use schedule 80 PVC elbows and conduit sizes 1 1/4 " and larger use GRC tar coated elbows to max. 6" above grade then change to EMT conduit . Note : Provide expansion joints in accordance with Manufacturer ' s recommendations . C. Use approved type couplings and connectors in all conduit runs and make all joints tight . Provide insulated bushings for all terminations in pipe size 1 1/4 " and larger. Provide all steel set screw couplings and connectors for all other conduits . Provide expansion fitting and bonding conductors for all runs which cross building expansion joints . Provide 16100-4 SECTION 16100 BASIC MATERIALS AND METHODS PART 1 - GENERAL 1 . 01 STANDARDS A. All materials shall be new, shall be UL listed for the purpose intended, and shall bear the UL label . Damaged or defective materials shall be replaced. All materials shall comply with latest NEMA standards . • 1 . 02 SUBSTITUTIONS : Comply with Architectural Section. 1 . 03 BALANCING A. The complete system shall be load balanced to within 10-15 percent per phase . 1 . 04 METERING EQUIPMENT A. Provide for metering equipment as indicated on Drawings and in accordance with the requirements of the utility company serving the project . Provide all necessary details . 1 . 05 PHASE ROTATION A. Electrical Contractor shall assure and be responsible for proper phase rotation of all motors, compressors , and other three phase equipment prior to energizing equipment . B . Electrical Contractor shall be responsible and coordinate proper phase rotation connections made by the serving utility company prior to energizing main service equipment . PART 2 - PRODUCTS 2 . 01 BUS GUTTER A. Provide wall mounted bus gutter where indicated on Drawings . Bus shall be copper throughout , structurally braced for 42 , 000 amps, symmetrical . Bus gutter shall be the appropriate NEMA type listed for main service entry, and of size and length as shown on Drawings . Gutter shall be of a gauge per UL standards . All bus gutter shall have ground busses and amperage rating as shown on Drawings . Bus gutter shall be by Young Electric , Easter Owens Electric Co . , or accepted equal . 16100-1 990140 C . Pull Boxes : Provide pull boxes in raceway runs as required by NEC and job conditions . Install in accessible locations . D. Surface Raceway : Surface raceway boxes same manufacturer as surface raceway. 2 . 13 LIGHTING EQUIPMENT A. General : Provide all lighting equipment and lamps as shown on Drawings and as called for in these Specifications . Provide all such equipment fully complete and prewired. Install all equipment in a secure and substantial manner, and in full accord with Manufacturers recommendations . Provide all such miscellaneous installation equipment such as support , hangers, yokes, flanges, etc . , as is necessary. Provide 1 1/2" spacer, finished, factory-approved type, between tops of fluorescent fixtures and combustible ceiling materials as required by code . Provide for aiming of all adjustable lighting fixtures as directed by Architect; exterior fixtures shall be adjusted at night . B . Fixtures (Luminaires) : All fixtures exposed to weather or cold temperatures shall be weatherproof and suitable for efficient operation at temperatures and conditions concerned. All fixtures shall bear UL label for its particular application. Slimline fixtures shall be 430 ma . or as indicated; 40 watt fluorescent shall be rapid start; 20 watt shall be trigger start . Install surface or pendant mounted luminaires true and straight . Provide plaster frames or similar type devices compatible with ceiling construction for all' recessed fixtures . C. Dual/three level lighting fixtures shall be provided with 4 wire flex and lead conductors . D . Ballasts shall be high power factor, energy savings , ETL CBM certified and labeled, Class P, Universal or equal by Valmont (formerly GE) , Advance or Westinghouse . E . Proper lamps shall be provided for all fixtures and shall bear GE label or equal by Osram/Sylvania or Westinghouse . All incandescent lamps shall be rated for 130V operations . 2 . 14 DEVICES AND PLATES A. Switches : Provide the following flush switch devices 16100-6 2 . 06 NAMEPLATES A. Provide X 3 " laminated plastic nameplates (1/4 " high white letters ; black background for normal power equipment , ) for all switches , panelboards , controllers , etc . Nameplates shall be permanently attached to equipment with two screws . B . Engrave Remote Smoke Duct Units : Provide phenolic engraved 1/8" lettering to white core . Lettering shall indicate mechanical unit served. Attach with screws . C. Engrave Manual Fan Shut Down Switches : Provide same phenolic tag as smoke duct unit nametags . D . Label all mechanical equipment, safety switches, and • starters, etc . , with raised letter tape . Nameplates and labels shall indicate the general areas and type of electrical load served by each circuit . E . Neatly label all Junction box coverplates as to their function. Use a permanent ink pen. Labeling shall be lights, smoke detector power, elevator control , fire alarm, receptacles , etc . Labeling shall be done on J-boxes that are above accessible ceiling and in storage rooms and maintenance areas, etc . Do not label J-boxes in public view. 2 . 07 NM-NONMETALLIC SHEATHED CABLE - NOT ALLOWED ON THIS PROJECT 2 . 08 CONDUCTORS A. Provide a complete system of conductors for all raceway systems . All conductors shall be rated 600V, and shall be of a manufacturer subscribing to applicable IPCEA and NEMA standards and practices . Conductors shall be of sizes and types as indicated, and as required by NEC for specific uses . Where quantities of conductors in a raceway system are not specifically indicated, provide number as required to maintain function, control and number of circuits as indicated. All conductors shall be UL listed and approved, and shall conform to the following: B . Minimum wire size shall be #12 AWG copper except for control or signal circuits which may be #14 AWG copper . C. Unless otherwise indicated, all wiring for branch circuits shall be copper #12 AWG in 1/2" conduit , protected by 20 ampere circuit breakers . See Voltage Drop . D. Voltage Drop : If distance from panel to first outlet is 75 feet or greater (for 120V circuits) , #10 shall be 16100-3 990140 k. Ground Fault 15 amp Leviton-6599-White Ground Fault 20 amp Leviton-6899-White 1 . High Abuse Leviton-5262 -SG m. Safety Duplex Hubbell SG-62HI 2 . Restrooms - Same type as above Item 1 . 3 . Unfinished areas - Same type as above Item 1 . D . Equivalent devices : Equivalent wiring devices as manufactured by Slater, Arrow Hart, Hubbell , Daniel Woodhead, Eagle, or P & S may be used in lieu of Leviton devices indicated. E . Coverplates : 1 . Finished and unfinished areas provide . 040 smooth metal White finished coverplates . 2 . Restrooms and Kitchen: Provide 302 stainless standard Type S-1N metal coverplates : Manufacturer Sierra . 3 . High abuse, Mulberry Lexan "Endura" Series . 4 . Where finished walls are to receive a special treatment such as wood paneling, etc . , provide coverplates to match the same type background as Items 1, 2 and 3 above, as approved by Architect . Plates shall be as manufactured by Hubbell, Leviton, Mulberry, Sierra, Stemco, or equivalent manufacturer. PART 3 - EXECUTION 3 . 01 LOADCENTERS A. Install panels up 6 feet 6 inches to top of panel or as directed by Architect . 3 . 02 SAFETY SWITCHES A. All exterior mounted disconnects 12 feet and less above finished grade shall have padlocks; master laminated type minimum 3/16 inch shafts, master keyed, to lock disconnect doors . • 3 . 03 CONDUCTORS A. Conductors shall be continuous from cutlet to outlet or J-box. Splices shall be held to a minimum. Where necessary, splice in readily accessible pull box, J-box, or outlet box. The joint insulation value shall equal that of the conductor . Splices and connections shall be made in an approved manner. B . Install wiring in the raceway systems only after the conduit run has been completed and after such time as conduits have been thoroughly cleaned and dried . 16100-8 waterproof steel compression gland couplings and connections for all runs in wet locations such as exposed to weather, buried in slabs , etc . 2 . 10 SURFACE RACEWAY A. Steel . 025 and . 040 inch, buff finish . Ten foot lengths with coupling . One piece raceway system consist of separate base and removable cover sections . System shall be furnished complete with all appropriate sized fittings , J-boxes , and support hardware . Manufacturer Wiremold series 500 and 700 with all fittings . 2 . 11 SUPPORTS AND HANGERS A. Provide supports and hangers as necessary and as required to insure a good and substantial installation . Support raceways , fixtures , cabinets, boxes , etc . , on approved types of trapeze hangers or wall brackets as manufactured by Unistrut or acceptable equal . Provide steel hanger rods securely fastened to or through the building structure for all trapezes , etc . Do not suspend from mechanical piping or ductwork . Perforated plumber ' s straps or wire will not be permitted. B . Obtain Architect ' s approval for the use of powder powered fasteners and use only in locations as he may direct . 2 . 12 OUTLETS A. Outlets shall be galvanized steel or zinc pressed steel outlet boxes for all locations except where otherwise indicated or where cast metal boxes are required by NEC. Boxes are to be 4 " square or octagonal , depth as required. Provide plaster or tile rings for all flush outlets installed where wood, drywall tile plaster, etc . , types of finishes are applied. All outlets for exterior application shall be cast, weatherproof type, with gasket and case coverplate . Tile boxes of extra depth may be used for interior, dry applications where masonry block or brick walls constitute the finished wall surface . In any event, provide outlet boxes of proper type and design for the particular fixture or device to be installed. Boxes shall be as manufactured by Steel City or acceptable equal . B . Surface mounted boxes shall be cast aluminum (bell boxes) weatherproof, with grounding terminal , threaded hubs . 990140 16100-5 may be run direct (angular) to fullest practical extent . Locate raceways so as not to endanger the strength of any structural members . All runs pertinent to the building structural system shall be installed only when and in manner as approved by Architect . Actual conduit runs are not necessarily indicated, but are to be installed in the most feasible manner compatible with building construction and work of other crafts . Outlets shown connected together must be wired on the same circuit . D . Maximum size conduit in floor slab above grade shall be - one inch unless permission is obtained from Structural Engineer. E . All bends to be made by the use of an approved bending tool . Cut all conduits square and ream all cuts to remove burrs . Exercise all necessary precautions during the construction period to prevent entry or accumulation of moisture, dust, concrete, and all foreign matter into the raceway system. Clean and dry all raceways prior to pulling conductors . F. Provide one spare 3/4 " conduit for each four unused poles in all flush mounted loadcenters ; extend from loadcenter to an accessible point beyond the area of finished wall or ceiling construction and cap . G. Secure all raceway systems in building structure in a rigid and secure manner using approved type fasteners such as "Caddy Clips" or similar type of other manufacturer. The use of wire, plumbers straps , etc . , will not be permitted. Locations and spacing of fasteners shall be as required by NEC. H. Conduit hangers, clamps, light fixtures , supports , nails , etc . , shall be fastened to joists or beams only. Do not support from bottom of roof decking or mechanical ductwork . I . Notching of wood studs (where used) for conduit routing shall not be allowed. Drill center of studs if hole gets closer than 1" to face of studs . Provide 3/16 " steel protective plates . J. All roof penetrations done by Electrical Contractor must conform to General Contractor ' s standard criteria and shall be subject to his authorized Roofing Contractor. General Contractor shall pay all such costs directly to Roofing Contractor upon demand. K. Conduits penetrating through fire-rated walls and floor slabs shall be sealed against the spread of fire and products of combustion with smoke-rating of the floor or 16100-10 where indicated and required. Verify color with Architect prior to installation. Devices to be of rating required by NEC for load controlled. All devices to be Specification Grade, 120/277V, quiet type . All devices shall have screw-type terminals . Provide as shown or acceptable equal . 1 . Devices : a . 15 amp switches Leviton-1201-White b . 20 amp switches Leviton-1221-White c . 3 -way switches Leviton-1223-White d. 4-way switches Leviton-1224-White e . Pilot light Leviton-1221-PL (120V) -12217P (277V) f . Weatherproof Hubbell-1281 W/1795 a. Key operated P&S 20 ACI-L Series No Exceptions 2 . Restrooms - Same type as above Item 1 . 3 . Unfinished areas - Same type as above Item 1 . B . Thermal overload switches : Provide thermal overload switches for all single phase motors which are not furnished with built-in overload protection . Switches to be of size and number of poles as required and shall have suitable enclosures . Do not install on roof or exposed to weather. Provide Allen Bradley Bul . 600 or acceptable equal . Size heater elements in accordance with Manufacturer' s recommendations . C. Receptacles : Provide the following flush receptacle devices where indicated and required. Verify color with Architect prior to installation . All devices to be Specification Grade with screw type terminals . Provide as shown or acceptable equal . 1 . Devices : a . 15-3W, grd. duplex-120V Leviton-5252-White b . 20-3W, grd. duplex-120V Leviton-5352-White c . Clock outlet Special See Clock Specifications d . 20A-3W, grd. single-120V Leviton-5261-White e . 20A-3W-2P, single-250V Leviton-5461-White f . 30A-3W-3P, single-125/250 Leviton-5207 g. 50A-3W-3P, single-125/250 Leviton-5206 h. 30A-4W-3P, single grd. Leviton-278-125/250 i . 50A-4W-3P, single grd . Leviton-279-125/250 j . W. P . lift lid, duplex TayMac 503 SlG, A4 For GFI TayMac S2G A4 16100-7 990140 and refinish at no additional cost to Owner . S . Lighting outlets : Install flush wall or ceiling cutlets to accommodate type of fixture to be installed. Provide 3/8 " no-bolt fixture stud in all outlets where required by weight of fixture . C. Switch outlets : Install up 48 " to top of box above floor on latch side of door and 4 inches from centerline of J-box to outside of door frame. Verify door swing prior to installation. Use gang boxes for multiple device installation as required. • D . Receptacle outlets : Install up 16" (per ANSI Handicap Requirements) to bottom of box, mounted vertically above floor in all general locations; install at switch height where shown to be in combination. Install in all kitchens, mechanical equipment rooms, above counters, and wherever else noted. Install integral with baseboard radiation covers or in floor where both occur at the same locations; refer to Mechanical Drawings for location . Rough-in outlets for electric water coolers so as to be concealed behind unit, accessible, and in accordance with recommendations of equipment suppliers . Other mounting heights to be as indicated on Drawings . Mount all weatherproof boxes vertical . E. Sound Transmission : Outlets indicated on Drawings "back- to-back" are to be installed with a minimum of 6 " lateral separation between outlets for minimum sound transmission . Silicone Caulk seal all conduit entries to boxes after conductors are installed, holes in boxes, and silicone caulk between all boxes and finished wall surfaces prior to installing cover plates . "Through-the-wall" type boxes are not permitted. F. Fire Rated Walls : Maintain separation of J-boxes of horizontal distance of 24 inches box edge to edge of opposite sides of walls or partitions . Use steel outlet boxes or rated J-boxes not exceeding 16 square inches in area, providing the area of such opening, do not aggregate more than 100 square inches for any 100 square feet of wall or partition area. G. Mount all weatherproof (W. P . ) outlets vertically. H. J-boxes shall not be stacked atop or use of multiple extension rings on each other to form single J-boxes . Single J-boxes shall be used of proper size per NEC . 3 . 08 LIGHTING EQUIPMENT A. Recessed fixtures shall be connected from a J-box above 166100-12 wall through which conduits pass . See Drawings for additional requirements . 3 . 05 SURFACE RACEWAY A. Install in all surface dry locations exposed to public areas where concealed raceway is impossible to install . B. Support using two hole straps . One hole not acceptable . Route raceway tight to ceiling and wall . Use approved 90 degree fittings . C. Paint all raceway, fittings, and J-boxes to match area installed upon. 3 . 06 WIRING ABOVE SUSPENDED CEILINGS A. Approved Class II wiring systems such as controls , telephones, intercom, TV, Fire Alarm, etc . , may be "run wild" but secured to joist, etc . , per NEC Code where above suspended accessible ceiling systems unless otherwise indicated or where ceiling space is used for air return to mechanical system, or not allowed by local jurisdiction. Where wiring runs occur in inaccessible construction such as under floor, in walls, above gypsum board ceilings , etc . , provide all necessary outlets and conduits stubbed into nearest accessible suspended ceiling space . All conduit stubs shall be tagged. B . Where suspended ceiling plenums are used for transportation of environmental air and where required by local inspection authority, all Class II wiring runs shall be enclosed in an approved raceway system or teflon cable approved for return air plenum application. This shall include all systems such as telephone, etc . , even though this Contractor is not providing cables or conductors . Refer to Article 300-22 of NEC. 3 . 07 OUTLETS A. Install all outlets in a secure and substantial manner and locate so as to be compatible with space, construction and equipment requirements, and with the work of other trades . Verify final outlet locations with Architect prior to installation. Install all outlets plumb and in accessible locations . Flush outlets are to be installed with front of box or ring flush with finished surface . All outlets are to be installed flush unless used in conjunction with exposed conduit system or unless otherwise indicated. If outlets are not installed plumb, flush, or in approved locations, relocate or reset 16100-11 990140 the ceiling with flexible conduit . The supply conductors to recessed fixtures shall be in accordance with Manufacturer ' s label or as specified, whichever is more stringent . Cut openings in ceilings for outlets or recessed fixtures so that fixture or trim completely covers the openings when installed. B . Recessed fixtures in suspended T-bar grid ceilings : Overall dimensions of fixtures to be recessed with grid ceiling must be such that they will fit without distortion to the T-bars . No field modificaticn of fixtures will be allowed. Install fixtures only after such time as all adjacent T-bars have been installed and supported from the superstructure at each corner of the fixture . Provide bar hangers supported from and secured to adjacent T-bars to support incandescent fixtures . Fixtures must not be supported from ceiling panels . Fixture must be securely fastened, however, to ceiling framing member as required by NEC 410-16 . 3 . 09 COVERPLATES A. Install oversized or "mistake plates " for any outlet where standard sized plate will not cover rough-in opening. Provide ganged plates for combination devices and multiple device installation as required. Install plates with holes sized to accommodate cable to be installed for all telephone and computer outlets . B . Provide blank coverplate for all unused outlet boxes, i . e . CRT, telephone, data, and power outlets at time of final observation. 3 . 10 FIRE PENETRATIONS A. Provide fire rated stops to maintain fire ratings of walls , ceilings and floors . B . Conduits may penetrate the walls , ceilings, floors or partitions provided fire stopping is provided per current Uniform Building Code 4304 and 4305 . END OF SECTION 16100 990140 16100-13 specified under "Coverplates" in Section 1.6100 . these Conduits for Otte Se outlets shall be terminated and bushed. A pull wire or cord shall be installed and secured through the plaster ring for use by the telephone company. END OF SECTION 16103 16103 -2 SECTION 16103 EMPTY RACEWAY SYSTEMS PART 1 - GENERAL 1 . 01 DESCRIPTION A. Principal work in this Section : 1 . The requirements of Section 16010 apply to work of this Section . 2 . Empty raceway systems for, but not necessarily limited to these systems . a . Telephone . PART 2 - PRODUCT AND EXECUTION 2 . 01 EMPTY RACEWAY SYSTEMS A. Provide empty raceway systems with conduit , cabinets, with plywood, backliner, outlet and floor boxes, J-boxes, backboards , and all miscellaneous appurtenances required for a complete system. Leave empty raceway systems complete with pull rope, minimum 4 ' extra length at each end, properly tagged. E . Systems shall meet requirements of, be accepted by, and be approved by the code authority, utility, equipment supplier, Owner, or Contractor furnishing system equipment and wiring for the system involved. C. Empty raceway systems include systems that allow open wiring installed in hollow walls . Provide wall plaster frames, coverplates, and pull wires from outlet to J-box above accessible ceilings . D . Empty raceway systems for the public telephone system shall conform to the following additional requirements : 1 . Raceways 1 1/2" trade size and larger shall be provided with pull ropes , 3/16 " diameter polypropylene, with 700 lbs . minimum breaking strength. 3/32" , 200 lbs . pull lines shall be installed for 1 1/4" conduits and smaller. 2 . Raceways with more than two 90 degree bends and for runs 200 ' and longer shall be provided with through pullboxes , accessible after construction. 3 . Unless indicated otherwise , telephone and signal outlets located in stud walls or non-masonry partitions shall be flush mounted plaster rings , securely attached to metal studs or other suitable backing . Size of opening and coverplates shall be as 16103 -1 944140 etc . , in full accord with NEC. Bond neutral conductors and raceway systems at the main service ; then extend and connect to continuous , metallic underground cold water piping supply system at the point where it enters the building . Extension is to be made with copper conductor housed in rigid steel or PVC conduit where required, both sized per NEC . Connection is to be made to the water pipe with an approved clamp which will bond both conduit and conductor to the water pipe . Provide grounding jumpers around the water meter of same size as main service ground. If metallic pipe is not available, or if local inspection authority requires, provide driven ground rod or rods to properly ground the system per NEC. B . Provide separate grounding conductor in all raceways or sections of raceways which contain nonmetallic conduit . C. Provide separate grounding jumper from the grounding screw of all receptacle devices to the metallic box in which mounted . Jumper may attach to box with a separate grounding screw or clip device . Jumpers may be eliminated if approved self-grounding devices are used. D . Provide separate bonding conductor, bare copper, for runs of flexible conduit where required by NEC. E . Provide separate grounding conductor in all runs to exterior lighting standards, such as post lights, signs, etc . F. All conductors used for grounding and bonding purposes shall be copper, insulated green, only. G. Provide a separate grounding jumper for all dielectric unions in fresh water system of same size as main service ground. H. Provide a 3/4 " diameter by 10 ' driven ground rod bonded to water piping system and to the main distribution center in accordance with paragraph 250-84 of NEC. I . All ground busses used in distribution equipment and panels shall be copper. J. Building expansion joints : Provide 3/0 bare copper bonding jumpers across all building expansion joints . Cadweld each side to red iron on each side of joints . K. Provide ground bonding jumpers to all steel columns and rebar to concrete slabs , cadweld both ends . 3 . 02 MECHANICAL EQUIPMENT WIRING SYSTEM A. Heating, ventilating and air conditioning equipment : Provide branch circuits , feeders , J-boxes , disconnect switches and make all connections to motors and controls 16400-2 SECTION 16400 ELECTRICAL SYSTEMS PART 1 - GENERAL 1 . 01 Furnish and install a complete electrical system as shown on Drawings and Specifications . PART 2 - PRODUCTS 2 . 01 MECHANICAL EQUIPMENT A. Phase protection: All motors 1 HP and above using 3 phase power and all 3 phase air condition units shall have protection for phase reversal , loss of phase or phase unbalance of 10°% voltage drop or greater on any one phase . Manufactured by Cutler Hammer D60 or equal by Mark Time or Square "D" . B . Electrical contractor shall verify with mechanical contractor prior to rough-in and at shop drawing stage that proper voltages, phases, and connections are provided for all mechanical equipment being furnished on this project . Contractor shall stop work on any incorrect wiring and notify engineer at once . 2 . 02 TELEPHONE SYSTEM A. Provide a complete system of outlets , conduits, equipment space, cabinets, etc . , for telephone company use . System shall be as indicated on Drawings and in accordance with all requirements of telephone company. B . All outlets shall be provided with coverplates, per coverplate Specifications . 2 . 03 EXIT AND EMERGENCY LIGHTING SYSTEM A. Provide a complete exit and emergency lighting system as indicated on Drawings . Locate all exit lights for maximum visibility. Entire system shall comply with Article 700 of NEC. B . Provide battery powered emergency standby lighting system as indicated. PART 3 - EXECUTION 3 . 01 GROUNDING SYSTEM A. Ground the entire electrical distribution system, including all raceways, outlets, fixtures , equipment, 16400-1 940140 for heating, ventilating and air conditioning equipment in accordance with DIVISION 15000 MECHANICAL SCHEDULE . B . Contractor shall refer to Mechanical Specifications and Plans for all power and control wiring. C . Provide outlet on separate circuit for control wiring in all mechanical equipment rooms . 3 . 03 EMERGENCY EQUIPMENT A. Paint red using enamel spray paint for the following: J-boxes , coverplates, panelboards, loadcenters, safety switches , and transformers . 3 . 04 TELEPHONE SYSTEM A. Provide entrance conduit as indicated; maintain minimum 24 " separation from power. B . Confirm all outlet locations and mounting heights prior to beginning work, same height as duplex outlets unless noted otherwise . C. Provide conduit raceway from telephone equipment space to exposed cold water pipe for ground. 3 . 05 KITCHEN EQUIPMENT A. Provide all power feeders and make complete final connections to all kitchen and associated refrigeration equipment . Equipment will be furnished and set by others . Provide all necessary raceways, outlets, disconnects, receptacles , cords, pigtails, etc . , as required for complete connection of all equipment and related controls . All rough-in requirements shall be verified with Architect prior to beginning work. All dimensional data and electrical characteristics shall be verified from approved Shop Drawings . All final connections shall be accomplished per Manufacturers ' recommendations . All work shall be coordinated with Kitchen Equipment Contractor. 3 . 06 SIGNS A. Provide circuits, feeders, outlets, and disconnects for all signs ; locate outlets where directed by Sign Contractor . Signs will be furnished and installed by others . Electrical Contractor shall provide time switches , sign lighting panels , and magnetic contactors where necessary and shall make final connections to signs as required. END OF SECTION 16400 16400-3 990140 SECTION 16721 FIRE ALARM DIVISION 16 - ELECTRICAL PART 1 - GENERAL 1 . 01 DESCRIPTION A. Principal work in this Section: 1 . Contractor shall furnish and install a complete automatic fire alarm system, as specified herein and as indicated on Drawings . 2 . System shall include audible alarm devices , conduit and wiring system, control panel , power supply, signal initiating devices , and all accessory devices required to provide a complete operating system. 3 . System shall be U. L. listed for the applicable provisions of National Fire Protection Association Standard Number 72C for remote station systems . Automatic devices shall be installed per 72E 90A for fan shut down, and meet all requirements of the local authorities having jurisdiction . All equipment and devices shall be U.L. listed for use with Manufacturer' s control panel . 4 . To establish the type and quality of system desired, the equipment specified is NOTIFIER AS REPRESENTED BY PROTEX SPECIAL SYSTEMS 1-303 -426-5300 . 1 . 02 REMOTE MONITORING A. Electrical Contactor shall notify Owner at beginning of project and not more than 15 days into project that : 1 . Owner shall provide a dedicated telephone line for connection to the remote monitoring equipment . 2 . Owner shall contract with a remote monitoring company and remote receiving station that is approved by the local fire department . 3 . The remote monitoring company shall provide cable and connected to the dedicated telephone line and to the fire alarm panels remote signal . 4 . Remote monitor panel shall interface with the fire alarm panel . 16721-1 990140 batteries, thus preserving power for an alarm state . Battery standby voltage shall be supervised and indicate trouble on the panel when the battery is disconnected. Battery capacity shall be such as to operate the system under standby conditions for 60 hours , after which it shall be possible to sound an alarm for 5 minutes . H. System Type : Noncoded, Continuous ringing, Zone annunciated. 2 . 02 EQUIPMENT A. Control Panel shall be NOTIFIER GRAY in color with hinged door and key locked, semi-flush with trim ring, modular circuits , plug-in type for ready servicing, deadfront construction with hinged access door. 1 . Control panel : a . Double supervision. b . Battery charger with under voltage trouble alarm feature . c . Full view window showing all switches and lights all switches and lights must be behind a locked door. d. Ground detection circuitry with audible and visual ground detection indicator. e . Trouble buzzer and silence switch with auto restoration. f . Power on indicator. g. Components - shall be assembled to plug in printed circuit cards for ease of service . h. System reset switch. 2 . Control Panel shall also contain the following: a. Power limited initiating circuits (4) required, Class B . b. D. C. indicating circuits, (2) horn/strobe capacity, Class B . c . Remote Station: Dry contacts for trouble and dry contacts for alarm. Reverse polarity also . d. Battery standby and battery charger with low battery voltage trouble indication. e . Subsequent alarm circuit . f . Annunciator lamps on the panel . g. Terminals for remote supervised annunciation. h. Two and four wire smoke detector power with panel reset . 3 . Fire Alarm Control Panel shall have the capacity for 16721-3 990140 2 . Equipment Manufacturer shall be represented by a local service organization. The local company and service organization has been in business for a minimum of seven years . 3 . Contractor shall have Drawings approved by building and fire department prior to installation. END OF SECTION 16721 • 16721-6 1 . 196 degree F rate of rise, ceiling mount with two Form "A" contacts fire alarm and oe for the operation of a remote alarm indicator light : Model HD 622-Heat Detector.O. REMOTE ALARMSame as for closet and electrical room NOTIFIER Model RA400Z . J. Smoke Detector Wireguards : 1 . Cadmium plated to fit around detectors . 2 . Model WG -4900 K. Audible/Visual Alarm Indicating Signal : Horn/STROBE shall be ADA Semi-Flush where mounted, or 4 " square back box: PROVIDE WEATHER PROOF BACK BOX FOR OUTDOOR LOCATION. Audible/Visual signals shall be NOTIFIER model number MASS2415/75 ADA. L. Visual Alarm Indicating Signal : Strobe unit shall ADA NOTIFIER MODEL NUMBER SS2415/75 ADA. M. Graphic Plaque : 1 . Provide plaque showing building graphic plan of each floor with each zone, locations of flow switches and air handling units . Plaque shall use 3/16 inch lettering silk screen or leroy ink. Size plaque 16 inches wide by 24 inches high. Each zone shall be bordered in black ink. Graphics plaque shall be installed in dark bronze steel frame with glare free glass . 2 . Indicate zone and description on graphic plaque . 2 . 03 Manufacturer : NOTIFIER AS REPRESENTED BY PROTEX SPECIAL SYSTEMS 1-303-426-5300 . PART 3 - EXECUTION 3 . 01 WIRING A. All detection and audible signal circuit wiring shall be No. 16 solid minimum. No parallel branching of circuits allowed, i . e . total supervision per Article 760 of NEC. Wiring shall be in conduit in inaccessable areas ran wild in grid ceiling spaces . B . Testing, Guarantee and Service : 1 . A factory-trained Manufacturer representative shall supervise the final testing of the system and it shall be subject to the approval and acceptance of the responsible engineer. Manufacturer' s representative shall submit to Architect in writing, certification that the fire alarm system is operational and all tests have been completed. 16721-5 990140 SECTION 16900 ELECTRICAL COMPLETION PART 1 - GENERAL 1 . 01 GENERAL A. The entire electrical system shall be left in first-class workable operating condition and all work shall be complete . PART 2 - PRODUCTS 2 . 01 DIRECTORY CARDS A. Provide labels and neatly typed directory cards for all panelboards and loadcenters . Directory cards shall indicate the general area and type of electrical load served by each circuit . PART 3 - EXECUTION 3 . 01 CLEAN UP: Comply with Architectural Sections . A. Remove all materials, scrap, etc . , relative to the electrical installation and leave the premises in a clean, orderly condition . Any costs to Owner for clean-up of the site will be charged against Contractor. B . Clean all electrical equipment and materials of all foreign matter . Clean all light fixtures using only methods and materials as recommended by Manufacturer. 3 . 02 ACCEPTANCE DEMONSTRATION: Comply with Architectural Section. A. Upon completion of the work, at a time to be designated by Architect , Contractor shall demonstrate to Owner the operation of the entire electrical installation, including any and all special systems provided under this contract . Provide instruction manuals for all equipment listed below : B . Emergency Battery Units . C. Fire Alarm. D. Time Clocks . 3 . 03 TEMPORARY WIRING : Comply with Architectural Section. A. Remove all temporary wiring, outlets, etc . , complete . 3 . 04 DRAWINGS : Comply with Architectural Section. A. Deliver "As-built " Drawings to Owner. END OF SECTION 16900 16900-1 "0140 Part II PROJECT APPROVAL INFORMATION Section A -State, Local and Other Federal Agency Review o A water resource oc industrial development project will require detailed information. Negative answers will not require an explanation unless the Federal agency requests more information at a later Item 7b(1) - Environmental Impact Statement or Analysis date. Provide supplementary data for all "Yes" answers in the space provided in accordance with the following Compare the Environmental Impact Statement or Analysis instructions. with the information requested in the instructions for Item 7b(2) below to be sure that every point is covered. Item 1 - Provide the name of the governing body Reference the location of that information in the State- establishing the priority system and the priority rating ment for each item covered. Correct any deficiencies/ assigned to this project. omissions in the information supplied and attach to the document. Item 2 - Provide the name of the agency or board which issued the clearance and attach the documentation of Item 7b(2) - Environmental Narrative status or approval and the date of clearance as EXHIBIT II-A-2. Provide responses to the following items in the order listed and attach as EXHIBIT I[-A-7b(2),"Environmental Item 3 - Furnish the name of the approving agency and the Narrative": approval date. (a) Primary Beneficiaries Item 4 - Show whether the approved comprehensive plan is State, local or regional, or none of these; explain scope Identify any existing businesses or major develop- of the plan. Give the location where the approved plan is ments that will benefit from the proposal, and those available for examination and state whether this project which will expand or locate in the area because of is in conformance with the plan. the project. These businesses or major develop- ments should have been identified in EXHIBIT Item 5 - Show the Federal population residing or working IV-A-7a. "Identification of Business Firms and New on the Federal installation and who will benefit from this Jobs", submitted with the preappltcation, Form project. ED-101P, and hereafter will be referred to as primary beneficiaries Item 6 - Show the percentage of the project work that will be conducted on federally-owned or leased land. Give name (b) Area Description of the Federal Land (if any) or Federal installation and its location. Describe the size, terrain, and present land uses of the project site (s) as well as the adjacent INSTRUCTIONS FOR ENVIRONMENTAL EXHIBITS land uses. These areas include the site (s) of construction activities, adjacent areas, and areas Item 7 - Briefly describe the possible beneficial and/or affected by the primary beneficiaries. Land uses harmful impact on the environment because of the proposed to be considered include, but are not limited to, project in the exhibits for this item. If an adverse industrial, commercial, residential, agricultural, environmental impact is anticipated, explain what action recreational, woodlands, Baines/quarries, and open will be taken to minimize the impact. Federal agencies spaces. Attach the following: are required by law to independently assess the expected environmental impacts associated with proposed Federal i. A U.S. Geological Survey "15 minute" ("7 1/2 actions. It is extremely important that the information minute" if available) topographic map which provided be in sufficient detail to permit FDA to perform clearly delineates the area and the location of its evaluation. the project elements as EXHIBIT II-A-7b(2)(b)i; This information request is designed to obtain an under- ii. The Federal Emergency Management Agency's flood- standing of the area's present environmental condition and plain map(s; for the project area as EEXHIBIT the project's elements that will affect the environment. II AA-7b(2)(b)ii (If a fioodplain map is not Should you believe that an item does not apply to the pro- available, contract the EDR for additional ject, consult with EDA's Economic Development Representa- instructions relating to the requirements tive (FOR) for your area before responding. In all cases imposed by the Floodplain Management Executive when it is believed that an item is not applicable, explain order.); the reasons for this belief. iii. Site photos as EXHIBIT II-A-7b(2)(b)iii; and It is important to understand the comprehensive nature of the information requested. Information must be provided iv. If available, an aerial photograph of the site for (a) the site(s) where the project facilities will be as EXHIBIT II-A-7b(2)(b)iv. constructed and the surrounding areas to be affected by its operation and (b) the areas affected by any primary (c) Shorelines, Beaches and Dunes, Estuary, 'Wetlands beneficiaries of the project. The amount of detail should be commensurate with the complexity and size of the Identify any shorelines, beaches, dunes, estuaries project, and the magnitude of the expected impact. Some or wetlands located within or adjacent to the examples are: project site(s) . Contact the EDP for instructions relating to the requirements imposed by the o A small community center project may not require Floodplain Management and Wetlands Protection detailed information on air emissions, meteor- Executive Orders. ological conditions and solid waste management. FORM ED-J.OlA (Rev. 12-35) 9.0140 INSTRUCTIONS FOR EXHIBIT II-A-7b(2), "Environmental Narrative" - Continued (d) Wilderness, Wild and Scenic Rivers (g) Solid Waste Management - Continued i. Identify any wilderness, as designated or iii. Indicate if recycling or resource recovery proposed under the Wilderness Act, located on or Programs are or will be used. in the vicinity of the project site (s). (h) Transportation ii. Identify any wild or scenic river, as designated or proposed under the Wild and Scenic Rivers Act, i. Briefly describe the available transportation located on or in the vicinity of the project facilities serving the project area. ' site (s). ii. Describe any new transportation patterns which (e) Air Quality will arise because of the project. i. Provide available air quality data from the iii. Indicate if any land uses, such as residential, monitoring station(s) either within the project hospitals, schools or recreational, will be area or, if none exists, nearest the project area. affected by these new patterns. ii. Indicate the types and quantities of air emissions iv. Indicate if any existing, capacities of these ' to be produced by the project facilities and its transportation facilities will be exceeded. If primary beneficiaries. If odors will occur, so, indicate the increased loads which the indicate who will be affected. project will place upon these facilities, particularly in terms of car and truck traffic. iii. Indicate if topographical or meteorological conditions hinder the dispersal of air emissions. (i) Noise iv. Indicate the measures to be taken to control air i. Indicate the major source of noise associated emissions, with the project facilities and its primary beneficiaries. (f) Water Quality ii. Indicate the land uses to be affected by this I. Provide available data on the water quality of noise. surface or underground water in or near the project area. (j) Historic/Archeological Properties ii. Indicate the source, quality, and available supply i. Iesource any known historic/archeological of raw water and the amount of water which the resources within the project area that are project is designed to utilize. either listed on the National Register of Historic Places or considered to be of local iii. Describe all of the effluents or discharges asso- and State significance and perhaps eligible for ciated with the project facilities and its primary listing in the National Register. beneficiaries. Indicate the expected composition and quantities of these discharges prior to any ii. Attach as EXHIBIT II-A-7b(2)(j)ii any historic/ treatment processes that they undergo and also archeological survey that has been conducted prior to their release into the environment. for the project area. iv. Describe any treatment systems which will be used (k) Wildlife Resources for these effluents and indicate their capacities and their adequacy in terms of the degree and type i. Identify wildlife and wildlife refuges located of treatment provided. Indicate all discharges in the project area or its immediate vicinity. which will not be treated. Describe the receiving waters and their uses (e.g. , recreational) for any ii Indicate whether any endangered or threatened source of treated and untreated discharge. species or critical habitats have been identified in the project area or its v. If the treatment systems are or will be inade- immediate vicinity. quate or overloaded, describe the steps being taken for necessary improvements and their (1) Energy completion dates. i. Describe the energy supplies available to the vi. Describe how surface runoff will be handled if project facilities and the primary not discussed in iii above. beneficiaries. (g) Solid Waste Management ii. Indicate what portion of the remaining capacities of these supplies will be utilized. I. Indicate the types and quantities of solid wastes to be produced by the project facilities and its (m) Construction primary beneficiaries. Describe the methods which will be employed to ii. Describe the methods for disposing of these solid reduce adverse impacts from construction, such as wastes plus the useful life of such methods. noise, soil erosion and siltation. FORM ED-101A (Rev. 12-85) -33- 990140 INSTRUCTIONS FOR EXHIBIT II-A-7b(2) - Continued (n) Toxic Substances Item 8 - State the number of individuals, families, businesses or farms this project will displace. Federal Describe any toxic, hazardous, or radioactive agencies will provide separate instructions if substances which will be utilized or produced by additional data is needed. the project facilities and its primary beneficiaries. If real property has been or will be acquired with intent to use such property in connection with the EDA project ii. Describe the manner in which these substances and/or if one or more interests,in real property. will be stored, used or disposed. including options, rights-of-way or easements, have been acquired subsequent to the effective date of the Uniform (o) Public Reaction Relocation Assistance and Real Property Acquisition Policies Act of 1970 (P.L. 91-646) and the State's i. Describe any objections which have been made to enabling legislation, complete Part I, EXHIBIT II-A-8 the project. "Calculation of Estimated Relocation and Land Acquisi- tion Expenses;'pages 17 and 18 of this application. ii. If a public hearing has been held, attach a copy Note: P.L. 91-646 normally applies to units of govern- of the transcript as EXHIBIT II-A-7b(2)(o)ii. If ment only (excluding Indian Iribes). However, where a not, certify that a hearing was not held. non-profit corporation is the Applicant and the project facilities will be subsequently transferred to a unit of iii. Indicate any other evidence of the community's government, the Act applies and Item 8, and EXHIBIT awareness of the project, such as newspaper II-A-8 must be completed. articles or public notification. If a unit of government other than the Applicant (p) Alternatives to the Proposed Project acquires part of the project's real property on behalf of the Applicant unit of government (or non-profit Provide a description of any of the following types corporation), both parties must furnish the required of alternatives which were considered: documentation. Example: Project facilities include real property acquisition for two miles of road of which i. Alternative locations. the county and the olty will each own one mile. ii. Alternative designs. Item 9 - Show the Federal Domestic Assistance Catalog number, the program name, the type of assistance, the iii. Alternative projects having similar benefits. status and amount of each project where there is related previous, pending or anticipated Federal assistance. (q) Mitigation Measures Attach additional sheets, if needed, as EXHIBIT II-A-9. Describe any measures which will be taken to avoid or Item 10a - A "designated flood hazard area" is an area mitigate any adverse environmental impacts associated identified by the Federal Emergency Management Agency with the project. (FEMA) as an area having special flood hazards. (See Part V,"ASSURANCES", Number 18, for flood insurance (r) Permits requirements.) i. Identify any permits of an environmental nature Item 10b - If the project is located in a flood plain, which ace needed for the project. attach as EXHIBIT II-A-job a discussion of the project sites that were considered as alternatives in order to ii. Indicate the status of obtaining each such permit avoid adverse effects and incompatible development in and attach as EXHIBIT II-A-7b(2)(r)ii any that the flood plain and the practical measures that were have been received. taken consistent with State and Federal regulations for floodproofing and flood protection in the design of the Item 7c - State Historic Preservation Officer facility in order to minimize potential harm to the facility and the floodpiain. Applicants are required to provide the State Historic Preservation Officer (SHPO) with (a) a narrative descrip- Items 11 through 13 - Self explanatory tion of the Project's elements and its location, (b) a map of the area surrounding the project which identifies the Item 14 - "Metropolitan Area" means a standard metropol- project site, adjacent streets and other identifiable itan statistical area. See Section 204, "Demonstration objects, (c) line drawings or sketches of the project and, Cities and Metropolitan Development Act", P.L. 89-754. (d) photographs of the affected properties if building If no Metropolitan Area comments were submitted with the demolition or renovation is involved. This material application, the applicant shall certify that either: should be submitted to the SHPO prior to the submission of (a) a plan ar description of the project meeting the the application to EDA. Additionally, the SHPO must be requirements of Section 204, P.L. 89-754. or (b) the requested to submit comments on the proposed project to project application, has lain before the appropriate the appropriate EDA Regional Office. If the SHPO comments areawide agency or unit of general local government for have been received, they should be attached as EXHIBITT a period of 60 days without comments or recommendations II-A-7c thereon being made by such agencies. The 60 day appli- cant certification should be submitted as EXHIBIT Item 7d - Self explanatory. II-A-14c. FORM ED-101A (Rev. 12-35) -34- 990140 PART II Section B - Legal/Engineering Information Items 1 through 4 - Self explanatory b. A feasibility analysis, including a review of existing conditions. Discuss any potential problems Item 5 - Describe the land, rights-of-way and easements which might delay construction such as seasonality required for construction of the project facilities (i.e. . Could the project begin and continue including area presently owned and to be acquired. Attach construction in mid-winter?). Indicate whether this project site description and a title opinion from an seasonality was considered in the preparation of the acceptable title counsel describing the Applicant's legal construction schedule listed in Item II-B-10. interest in the project site as EXHIBIT II-B-5. If any property has been or is to be acquired specifically for c. Proposed method of construction (i.e. , competitive this project, then Item 1-"Land Acquisition-Estimates" of bid). Indicate if any portion of the construction EXHIBIT II-A-8, "Calculation of Estimated Relocation and work is proposed to be done by the applicant's own Land Acquisition Expenses", pages 17 and 18 of this forces. application must be completed and an amount entered in line item 3, "Land, structures, rights-of-way" of the d. Preliminary design considerations, including how the Budget, page 8 of this application, for costs- proposed project will be integrated into any incidental-to-land-acquisition in addition to the existing facilities. estimated purchase price of the property. If the applicant does not intend to retain the title to the project facil- e. Estimate of the useful life of the facility. ity, or to operate and maintain it upon completion of construction, explain the reasons therefor and identify f. A current construction cost estimate showing transferee and/or operator. Attach as EXHIBIT II-13-58. quantities, unit prices and total costs. If project consists of more than one component (i.e. , road Items 6 and 7- Self explanatory improvements on B Street, construction of building C and widening of highway D), submit cost estimates Item 8 - The plot plan must show the location of all for each component in addition to a total cost existing project facilities and all existing utilities estimate. serving the project site. g. Permit status. Identify major construction permits Item 9 - Self explanatory required for this project and if any are pending, provide status of request. If the project involves Item 10 -The target dates should reflect the estimated sanitary sewer, storm sewer, sewage treatment or cumulative days required from the estimated date of grant waste disposal facilities, the preliminary approval approval through each milestone. The schedule should be or certification by the appropriate state agency made in concert with the A/E and include sufficient time responsible for water pollution control is required for the targets described as follows: and should be attached as EXHIBIT II-B-13g(1). If the project involves other construction permits, o Bid Advertisement - Self explanatory, such as dredging/channelization activity may require o Contract Award - Self explanatory. a Section 404 permit from the Corps of Engineers or o Construction Completion - Cumulative days from.grant a railroad right-of-way permit from a Railroad approval to when the owner accepts the project as Company, attach a report on their status as EXHIBIT being completed in accordance with II-B-13g(2). plans/specifications as certified or recommended by the A/E. Item 14 - Federal grant funds requested in excess of 50% o Occupancy - Self explanatory. of total estimated project cost (exclusive of Appalachian Regional Commission participation, or Note: If a schedule reflecting all of the items above is Economic Development District "bonus") must he reduced available in another form, you may attach it as EXHIBIT by the amount that fair user charges or other revenues II-B-10 of the project exceed the amount required for maintenance and operation of the facility, some Item 11 - Not Applicable. depreciation reserve, and debt service. If this request exceeds 509, as described above, complete and attach Item 12 - Attach an A/E agreement for this project or EXHIBIT II-B-14. 'Fair User Charge information", pages provide an explanation if an A/E agreement is not 19 and 20 of this application. available as EXHIBIT II-B-12. For the purpose of this Exhibit,"fair user charges" are Item 13 - The Architect/Engineer report attached as defined as reve.iue received from the purchasers, lessees EXHIBIT II-B-13 should include such items as follows: or users of the facility's services. "Other revenues" are income derived from the sale, lease, or use of such a. Statement of project components. Indicate if it will facilities, etc. For facilities which normally do not be a new facility, enlargement, expansion or replace- generate revenues (i.e. fire anc police stations, ment of an existing facility. Describe project compo- municipal buildings, community buildings, etc.), nents and attach sketches showing general layout and applicants need only answer Item 5 of EXHIBIT II-B-14 • location of components. and enter "NA" in the other items of the exhibit. FCRM ED-LOlA (Rev. 12-85) -35- 990140 (e)iii Not applicable (e)iv Not applicable (f) Water Quality (f)i Weld County Health Department indicates that water quality of underground water in or near project area is good. Project will use City of Greeley water. Surface run off will go into ponds associated with gravel operation to the south of site as part of site drainage plan. See Exhibit II-A-7b(2) (f) (f) ii Site will use City of Greeley water. Source, quality, and available supply is good. See letter from City of Greeley attached. Part of this project is to extend City water service to the site. (f)iii Effluents or discharge will primarily be domestic type discharge, nothing significant from assembly operation. All discharge can go into City of Greeley sewer system for treatment. Part of project is to extend sewer service to the site. (f)iv City of Greeley sewer system will treat as discharge. See attached letter from Scate Health Department regarding treatment capacity of the City of Greeley. (f)v Not applicable (f)vi Surface runoff will go into gravel reclamation ponds to the south of site per site drainage plan. (g) Solid Waste (g) i Solid waste will be primarily normal commercial trash (paper, etc. ) with none requiring special handling or considered hazardous materials . (g) ii Solid waste will he disposed of by commercial trash hauler to Greeley-nliiken landfill. Landfill is estimate to have 25 plus years useful life per Weld County Planning Department. (g)iii No recycling or resource recovery program will be used due to low volume and the fact the process is not economically feasible. (h) Transportation (h)i Site is located just off of U.S. Highway 85 served by two arterial streets , "0" Street and North 11th Avenue. City of Greeley will provide bus service to site when developed. (h)ii Site will increase traffic flow to area, therefore, part of this project is to improve the arterial street access and collector streets to the site and within the site. 990140 (h)iii None impacted. (h)iv Capacity of North 11th will be impacted. Increased loads will be accommodated by the proposed road improvements in this grant request. (i) Noise (i)i None (i)11 None (j) Historical/Archeological Properties (j)i None (j) ii Project has been reviewed by the Compliance Coordinator of the Colorado Historical Society. No problems identified. (k) Wildlife (k)i None (k) ii None (1) Soon'- (1) i Gas and electrical supplies are available to the site through Public Service and Greeley Gas Company. (1)ii boon suppliers indicate they have sufficient service capacity for this site and additional commercial aevelopment in the area to the north. Utilities have been accommodated as _ art of Crceley' s Comprehensive Plan. (m) Construction Since the area is agricultural no adjacent property owners will experience noise. Soil. erosion and siltation will be accommodac:_d by approved drainage plan prior to rezoning of property. (n) Toxic Substances (n)i None (n)ii Not applicable (o) Public Reaction (o)i None (o)ii None have been held to date. (o)iii None available (p) Alternative to Proposed Project (p)i Sites west of Greeley were considered, but were not economically feasible and were not close to high unemployment areas of the community. (p) ii None (p) iii None (q) Mitigation Measures It is believed that no adverse impacts to the environment are associated with this projact. Therefore, no mitigating measures are required. (r) Permits (r)i None required. (r) ii Not applicable. 990140 SITE PHOTOS EXHIBIT II-A-7b(2) (b) iii 990140 11')/0t,":?(..p'; • 14 r • MG' \. H CC1 L � a_ O O ) cc 06 LL 0 < W V J Z 990140 W 0 0 f C. ,� :r ill '+ t i. ji F— t' L. CI) .';i , Q L i " W #, U CC 4I :. ; W I,r O }-- CC W > ilf, 4'1,i,• r' .i. t r W I �, j Q \tsi Cl)MAlit: F.• I i° Ltiar t . i 1 (n Y , ( , 1 i O r ' It,1 Z 0 r i 990140 W Q 2 FF— T D Tm O CO Cis F`! V W z l° ! ,: LUCC 0 r H O ; - � A . y 990140 W I.-. W ;j. CC #: - W F- 4 n_ W F— e is - U) _ ...F c _ _f- 1 2 Z O F— r Ems i CO t 'd C > Lli W v a a r Z 0 J 9990140 . I 44,. fl 1• 'It - 5 air MI. yi Alg 1-,%: L ' 11 //I . — C. O t;`; i ' . v Y I 11 , _ \ F` e(a L� I t jiffy 4. _... 2%( a , .l.ki 1:1,.1r.1:::tca:,ii;.' 1 , .- .- . .--- f i 4 �� t , . �3l� b� - ,0 ,• ..± fi p'. ,1 ,yr '^ - < -4 .L �,GS t 1 : i tr`. I v .tl F•- 4 T k A tz- �S g � e '� � ;saicr 1 itli<�� fr� j �r n 1 " •t W - 4 -. lv. i'^r },.. 1 a y{a .l • ay 990140 • !! E RAflDU EXHIBIT II-A-7b(2) (e) WilDe To Don Warden, Finance Director Date November 3, 1987 COLORADO From Wes Potter, Director Health Protection Services 12\1 Subject: Air Quality at "0" Street and 11th Avenue The area enjoys a good ambient air quality throughout most of the year. A monitoring station in Greeley continuously records air quality. Composite summaries of that data are attached. The area has experienced some elevated concentrations of carbon monoxide during the winter months. There were two (2) days in 1985 and four (4) days in 1986 where the eight (8) hour standard of 9 ppm was violated. Ozone and total suspended solids have not been recorded at excessive levels. The State Implementation Plan has been codified recently to include automobile emissions testing, a wood burning ordinance and restrictions on open burning as methods to improve local air quality. glen compared to other front range communities , Greeley has a good air quali: environment. +2/bks • 9440140 I _ Figure 2-3 F 7 co z i O o I � o L 1 7 ( ,` n I 7W 0 O n � I Li5QLI in 0 0 V 1 z Z Z UW z L; w Cr � O IH O it / = T 1 i I S I U 1 C� \ O -L- c( I i 1f 1 1 r I I I I _ I I T I I "-i O O CO co 7t N O CO co v CN 0 CO co v N O CI N N N N N - 4°0140 fr Wdd NI NOIldd1N]0N00 I Figure 2-1 CARBON MONOXIDE HISTORICAL COMPARISONS 8-HOUR CONCENTRATIONS 8 - HOUR SECOND MAXIMUM LARIMER-WELD - AOCR #2 40 35 - 30 • - • a 25 - z 20 - 15 - Z O \ 1 10 - Standara 9 ppm s - 75 76 77 78 79 80 81 82 83 84 85 86 a7 YEARS + FT. COLLINS o CREELEY 8 - HOUR VIOLATION DAYS LARMIER-WELD - ACCR {{2 26 24 22 20 - 1 8 - r 15 - a 14 - L O 1 2 - Ir m O - 4 - 2 - O 2 75 75 77 78 79 80 81 82 83 84 85 86 87 YEARS + FT. COLLINS a CREELEY 990140 19 I Figure 6-1 (continued) TOTAL SUSPENDED PARTICULATES HISTORICAL COMPARISONS V ANNUAL GEOMETRIC MEAN U GREELEY - AOCR #2 150 140 - 130 - 1 20 - li M 1 1 0 - . 0 10011 - Z 90 - z 80 - Standard 70 _ 75 ug/m3 60 - o�— ui z id so - z 0 40 - u 30 - 20 - • =I O - a 0 I , I I 1 1 1 73 74 75 76 77 75 79 8C) 81 52 83 84 85 86 87 YEARS v 0 1516 HOSPITAL ROAD P- ANNUAL GEOMETRIC MIAN . WELD - AOCR #2 150 14.0 L.. 130 120 .e) 1 1 O M U 100 D Z 90 . Z 80 Standard 0 70 75 ug/m3 60 ,c,______-o W o 50 Z O 40 V I 30 Ii 20 1 10 0 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 YEARS • o P LATTEV IL LE Qngi40 k- Figure 3-2 OZONE HISTORICAL COMPARISONS SECOND MAXIMUM 0.26 LARIMER-WELD - AQCR #2 0.24 - 0.22 - 0.2 - CL 3- 0.18 - Z 0.16 - O 0.14 - 0.12 } Standard 0. 12 ppm 0.1 _o 0 0.08 - U 0.06 - 0.04 - 0.02 - 0 75 76 77 78 79 80 81 82 83 84 85 86 87 YEARS + FT. COLLINS o GREELEY ESTIMATED YEARLY VIOLATION DAYS 15 LARIMER—WELD — ACCR #2 1 4 -1 13 -1 12 11 - 1 0 - 9 - C a - 0 7 CC 6 - 1 z 5 - Z 4 - 3 - 2 - O ' —1 75 76 77 78 79 80 81 82 83 84 85 86 87 YEARS + FT. COLLINS . o GREELEY Q°0140 1,1 ;I ZiTable 1 -4 1986 VIOLATIONS SUMMARY 3 Monitoring Sites At Which Violations of Primary NAAQS Were Recorded During 1986 SITE LOCATION CO 03 TSP f 2-C Fort Collins, 1820 S. Mason x x 2-H Greeley, 811 15th St. x 3-A Adams City, 4301 E. 72nd Ave. x 3-X Arvada, W. 57th & Garrison x 3-Z Boulder, 2320 Marine St. x 3-I Denver, 414 14th St. x 3-I1 Denver, 414 14th St.* x 3-J Denver (CAMP ) , 21st & Broadway x x 3-M Denver (Carriage) , 23rd & Julian x 3-0 Denver (NJH East) , 14th & Albion x 3-N Longmont, 3rd & Kimbark St. x 3-W Welby, 78th & Steele x x 1 4-B Colorado Springs, I-25 & Uintah x 6-B Lamar, Power Plant x 1 6-C Lamar, 104 E. Parmenter x 1 9-D Pagosa Springs, High School x i 10-B Delta, 5th & Palmer x 3 10-F Telluride, Pekkarine Bldg. x 12-A Aspen, Courthouse x 12-B Steamboat Springs, 929 Lincoln x I 13-C Canon City, Macon & 7th Street x I * Collocated sampler for quality assurance use. 1 f 1 990140 I E FORA EXHIBIT II-A-7b(2) (f) WineDo❑ Warden, Finance Director November 3, 1987 To Date COLORADO From Wes Potter, Director Health Protection Services A,7 Ground Water Quality at "0" Street & 11th Avenue Subject: The site is located on the north side of the Cache La Poudre River, where pleistocene alluvial gravels overlay a surface expression of the Larimie Formation of Lace Cretaceous Age. The groundwater table in the area is closely related to the adjacent river, which is a very high quality stream. Water quality in the groundwater table is quite good. The total dissolved solids level is approximately 800 ppm with relatively low nitrate levels of 2-4 ppm and a total hardness of Ca CO3 of 440 ppm. There is no indication of excessive metals, or the presence of hydro-carbons or any other contaminates. The groundwater cable along the river is occasionally used as a source of irrigation water, with few domestic wells within two (2) miles. However, the major impact of the alluvial aquifer, in the area of interest, is gravel mining. The resulting ponds are used as recreational fishing sites, and the overall impact on the aquifer from any activities in the local area is very minimal. The groundwater cable under the site is generally of high quality with little impact by use in the local area. P/bks 9°0140 EXHIBIT II--A-7b( ) (f) ii t •, RECEIVE] U gl A v bill City of GREELEY CIVIC CENTER, GREELEY. COLORADO 80631 (303)353-6123 Greeley November 6, 1987 Richard D. Lamb, P .E . Norton, Underwood and Lamb, Inc. 1020 28th Avenue, Suite 205 Greeley, Colorado 80631 RE: WELD COUNTY SITE DEVELOPMENT, NE 1/4 S31 , T6N, R65W, 6 P.M., WELD COUNTY Dear Dick: In response to your letter of November 5, 1987, questioning the ability of the City of Greeley Water and Sewer Department to supply supporting services to the referenced development site, I would like to state that the City of Greeley is in the process of completing plans for the expansion of the water treatment facilities at Boyd Lake which will increase our capacity to produce treated water by ten million to 14 million gallons per day. This would support an additional population equivalent of 13, 333 to 18, 666 based on a City of Greeley peak day demand. The wastewater treatment plant is operating at approximately 58 percent to 50 percent of design capacity, and has a remaining cacacit; to support approximately a 37, 000 population equivalent. Eased on the above information, you can see that it would be rela+ive; y easy for the City of Greeley to provide support services to the develop- ment site in question . I would like to point out that the City of Greeley would require the property in question to be annexed to the city in order for us to provide the water service required, or the County would have to request from the City Council an exception to existing policy. If I can be of any further service to you in this matter, please do not hesitate to call me. Sincerely, Ma k H. Rybus7 Director of Water and Sewer Water and Sewer Department MHR;pp 900140 K / EXHIBIT II-A_7b(2) (f) iv RECEivED OCT 2 2 t987 STATE OF COLORADO COLORADO DEPARTMENT OF HEALTH oc co 4210 East 11th Avenue � *ems R , Denver, Colorado 80220 in" ' Phone (303) 320-8333 1\\-t„ � / October 20, 1987 Roy Romer Governor Thomas M. Vernon S,D Executive Director Mr. Tom Norton % Norton, Underwood and Lamb 1020 28th Avenue Greeley, CO 80631 RE: City of Greeey WWTP Design Capacity CDPS NO: CO-0040258 Dear Mr. Norton: In response to your request we have evaluated the capacity available at the City of Greeley's wastewater treatment facility. The facility' s current discharge permit defines its hydraulic and organic capacities as 12 MGD and 29,040 lbs. BOD5/day, respectively. During 1987 the largest hydraulic and organic loadings have been 8. 2 MGD (August) and 18 ,330 lbs. B0D5/day (April) . Therefore, an additional 3.8 MGD and 10,710 lbs. BOD5/day is available at the facility to serve growth. Using 100 gal./P.E. /day and 0.2 lhs/BOD5/P.E./day (conservative design figures) the available hydraulic capacity would be reached with the addition of 38,000 P.E. Additionally, state law requires planning for facility expansion when 80% of capacity is reached and construction of the expansion must begin when 95% of capacity is reached. In the city' s case, an additional 12,000 P.E. could be served before reaching 80% (9.6 MGD) of the design hydraulic capacity, also , an additional 32,000 P.E. could be served before reaching 95% (11.4 MGD) of the design hydraulic capacity. Hopefully this information will satisfy your needs. If you have any questions please contact me at 331-459i. Veil truly yours, . /7• A aLW(it. YX- David A. Akers Senior Public Health Engineer Permits and Enforcement Section WATER QUALITY CONTROL DIVISION xc: Mark Rybus, City of Greeley Victor Sainz, D.E. , Field Support Section, WCCD DAA/dc • 990140 Q -i; e% EXHIBIT II-9-7c JOAO V a COMRADO HISTORICAL SOCI KTY Colorado State Museum 1300 Broadway Denver, Colorado 80203 October 29, 1987 Donald D . Warden, Director Finance and Administration Department Weld County P .O . Box 758 Greeley, CO 80632 Dear Mr . Warden: This is to acknowledge receipt of voi,r Ocroe r t h 5 1 R7 rn--o nneaop„a and additional information received October 16 , 1987, from John Zender of the Economic Development Admi ni nherl on on now r-, \-CI7 717.e1__rI Industrial Park pre-grant application. DATE aECE:VED: October 19 , 1937 A search of the Colorado Inventor,: of Cultural Resources indicated that there no known cultural resources within the project area. Based on the info.n.ation^ you supplied, we believe ( X) the nature of the proposed project or ( ) the present nature of the proposed project area is such that no (further) _-pact upon cultural resources will occur. Therefore , you may proceed with the ur._ertakiro as proposed. However, if previously unidentified archaeolosical resources are discovered in the course of the project, work must be interrupted until the resources are _ roped', evaluated in terms of the National Register of Historic Places eligibility criteria (36 CFR 6 ).L) in consultation with this office. Thank you for the opportunity to comment. If we may be of further assistance, Tease contact our Compliance Division at 366-3392 or 366-3395 , Sincerely Leslie S. Wildesen Deputy State Historic Preservation Officer 990140 POLICIES AND PROCEDURES 0 Section- Purchasing Pnlirips and PrnrPdures Procedure For Contract For Personal Subject _ aprI,;roc nr Tndapandanr CnntraCtOr COLORADO Date cilian Page 19 Colorado Revised Statutes and Section 3-8(4) (M) of the Home Rule Charter require that all contracts must be approved by the Board of County Commissioners and signed by the Chairman of the Board in order to be valid. Therefore, prior to utilization of any independent contractor, a signed contract should be completed to avoid any personal liability. Individual contracts and the Standard Agreement form approved by the Board and the County Attorney specify the terms of the contract and have additional provisions which protect the interests of the County, as well as individual County employees who may be involved with the actual work being performed. PROCEDURE: 1. The Standard Agreement form will be completed by Purchasing after the bid process or proper procedure has been completed. 2. Purchasing will send the Standard Agreement form to Finance for approval of the Finance Director and the Chairman of the Board. 3. Accounting will complete the account section of the contract and return copies to Purchasing and the requesting Department. The original will be sent to Accounting. 4. Accounting will encumber the contract amount and verify each payment. 5. The Department making the payment should fill out only an input document, being sure to note the contract number in the PO column. 990140 POLICIES AND PROCEDURES VT 4;3a ' Section Purchasing Policies and Procedures hiDe Procedure For Contract For Personal SUbjeCt Services or Independent Contractor COLORADO Date 6/1/90 Page 18 PROCEDURE FOR CONTRACT FOR PERSONAL SERVICES OR INDEPENDENT CONTRACTOR POLICY: Individuals or companies hired to perform professional services or independent contract work (e.g. researchers, programmers, temporary clerical, counselors, etc. ) must have a signed contract stating that they are independent contractors and the terms of the agreement. SELECTION PROCESS: The selection/acquisition process should be the same as for any other good or service purchased by the County. A request should be made to Purchasing in the form of a requisition requesting the services. Purchasing will then contact the requesting department regarding the service and available vendors (either individual or company) . If the service can be provided by other than a sole provider, a request for proposal or request for quote will be made by Purchasing with assistance from the requesting department. The selection process will be in accordance with good purchasing practices and may vary with each specific service. In the case of a sole provider, the Purchasing Department will make the determination that no other qualified vendors are available or practical for use by the County. In cases of a sole provider the reason or reasons for specifying sole provider must be stated in the signed contract for the record. Where it is in the best interest of the County, contracts for professional services can be on a multiple year basis with annual renewals at the option of the County. Contracts over $2,000 will follow the normal purchasing process specified in the Administrative Manual, which requires presentation to the Board for approval and specific Board action on the individual contract. Contracts under $2,000 will follow the normal purchasing process specified in the Administrative Manual, but can be approved by Purchasing and the contract be placed on the Standard Agreement Form approved by the County Attorney and Board of County Commissioners . The Standard Agreement must be signed by the Chairman of the Board, who has been given previous blanket authority by the full Board. 990140 POLICIES AND PROCEDURES /111 Section Purchasing Policies and Procedures Subject Bids and Quotations Elk COLORADO Date 6/1/90 Page 11 personnel time for larger more complicated buying. In all cases, the procedure used to obtain prices shall be calculated to achieve maximum economy for the county. All informal bid prices received shall remain confidential until the award is made. After the award is made, all information regarding the bid shall be open for public inspection during regular business hours . In the event items do not meet specifications required by the bid document, Purchasing may reject the bid or, at their discretion, ask for additional documentation from the vendor regarding evidence of why the alternate will satisfy the need. If documentation justifies, the County may invite vendor to provide a demonstration. Based upon data and/or demonstration, Purchasing may accept alternative bid with the approval of the Director of General Services. 990140 POLICIES AND PROCEDURES Section Purrhasing Policies and Procedures Subject Bids and Quotations — COLORADO Date 6/1/90 Page to the advertisement or as specified in the bid documents. If bids are submitted by facsimile transmission, the vendor must include the following statement, "I hereby waive my right to a sealed bid" . Bidders are invited, but are not required to attend the bid opening. OUOTATIONS/INFORMAL BIDS On purchases of goods or equipment other than those supplies purchased pursuant to Sections 30-11-109-112, CRS, 1973, greater in value than $200, but less than the amount established by the annual purchasing ordinance per Section 14-9 of the Home Rule Charter, the purchasing agent shall request quotations from three or more suppliers, if possible, and shall purchase at the lowest and best quotations. The County shall reserve the right to reject any and all bids. The formal bid procedures may be used for purchases under the amount established by the annual purchasing ordinance when the best interest of the county so dictates. Normally the informal bid procedure is used for small dollar value items or to speed delivery and reduce administrative cost. Informal purchases may include any of the following: 1. Secure quotations on standard quotation forms. 2. Obtain telephone quotations. 3. Purchase on the basis of parts commodity records. 4. Recent competitive bid prices may be used to avoid duplication of effort. 5. Sole source items if emergency conditions exist or if such requirement is obtainable, for practical purposes, from only one source. 6. Double source items, when required, to provide operating departments with sufficient requirements. 7. Items under $200 may be acquired without quotes by Purchasing from a vendor in order to expedite the procurement of small purchases for departments and save the purchasing department 990140 POLICIES AND PROCEDURES 4.1 j\` & SeCtion____Eurchasing Policies and Procedures Subject Bids and Quotations COLORADO Date 6/1/90 Page 9 determine comparisons of quality and price. PRIOR to advertising for such bids, the purchasing agent shall verify that the purchase is authorized in the current budget. At the discretion of the Purchasing Director, formal bids may be advertised in the official newspaper, except as statutorily required, and may be advertised in other publications. Such advertisement shall include, but not be limited to the following: 1. General description of required commodity or service. 2. Location to obtain required bid documents. 3. Cost of bid documents (if applicable) . 4. Amount of bid bond (when applicable) . 5. Time and place of bid opening. 6. Reserve the right to: A. Waive informalities. B. Reject all bids. C. Accept proposal deemed most advantageous to the best interest of the County. The Purchasing Department shall maintain a vendor's bid list. Invitations to bid shall be mailed to all appropriate vendors on the bid list. When bids are received, they shall be stamped with the date and time received, initialed by the person receiving them, and filed until opened. After the bids are opened, the proposals shall be reviewed by the purchasing agent and the department head who initiated the requisition. The department head and the purchasing agent will make a recommendation to the Board of Commissioners. The final award of the bid will be approved by the Board of County Commissioners. All formal bids shall be submitted sealed or by facsimile transmission and shall be publicly opened and disclosed at the time and place indicated in 990140 POL ICI ES AND PROCEDURES fi' it 41 h 4 Section Purchasing Policies and Procedures WilicSubject Bids and Quotations — COLORADO Date 6/1/90 Page 8 specifically mentioning and describing them, as are furnished to the several officers of the county, such advertisement to be published not less than twenty nor more than forty days prior to the opening of such bids. Such advertisement may be published any time during the year as the board deems most advisable. The publication of the advertisement may be made in conjunction with any other county or the state, when bids are asked on the supplies specified in this section. " Section 43-2-209 , CRS, 1973 , specifies that: "Contract for work on highways - advertise for bid. In the event any board of county commissioners desires to let out any work on the county highways by contract, it may advertise in a legal newspaper in the county or post a notice in the county courthouse, for a period of not less than ten days before the contract is let, for sealed proposals for performing the work. When a contract for work on highways involves expenditure of five thousand dollars or more, the board of county commissioners shall advertise in a newspaper as provided in this section unless such advertisement, in the judgment of the board would be detrimental to the immediate preservation of the public peace, health, and safety. Such advertisement shall describe the work to be done and its location and shall refer all persons to the person holding the plans and specifications therefor, and such contract shall be awarded to the lowest responsible bidder, the board reserving the right to reject any bids proffered. " POLICY Purchasing shall continually strive to increase competition and obtain new sources of supply. Bidding shall be open and unrestricted; however, the County shall not be obligated to solicit bids from every supplier for every requirement. Quotations and bids shall be based on established standards and specifications whenever possible. FORMAL BIDS All bidding shall be in accordance with, and pursuant to, Section 14-9 (1- 5) of the Weld County Home Rule Charter, and all purchases over the amount established by the annual purchasing ordinance shall be followed by a period for consideration and investigation of the bids submitted to 990140 POLICIES AND PROCEDURES Section Purchasing Policies and Procedures Subject Bids and Quotations COLORADO Date 6/1/90 Page 7 BIDS AND QUOTATIONS Section 14-9 of the Weld County Home Rule Charter specifies that: 1. The Board of County Commissioners shall adopt bidding procedures for county purchases which shall assure open and competitive bidding on all county purchases , and the Central Purchasing Division shall follow the procedures adopted in all county purchases. 2. Bid specifications shall be prepared in such a manner as to invite and encourage bidding from all suppliers of the goods and equipment being purchased by the County. No specifications shall be submitted to bidders so restrictive in detail as to eliminate any line of competitive equipment. 3. The County Commissioners shall give preference to resident Weld County bidders in all cases where the bids are competitive in price and quality. 4. The County Commissioners shall enter in the minutes of the meeting at which a purchase is made for other than a low bid, the reason for not accepting the low bid. 5. All purchases in excess of an amount to be set annually by the Board of County Commissioners by ordinance shall be by written, sealed bid and bids over the amount set annually by ordinance by the Board of County Commissioners shall be followed by a ten-day period for consideration and investigation of the bids submitted to determine comparisons of quality and price. The ten-day waiting period may be waived by resolution of the Board for emergency purchases. The Commissioners shall accept the bid they find to be most beneficial to the County. Section 30-11-109, CRS, 1973, specifies that: "Advertisement for bids on supplies. It is the duty of the board of county commissioners in each county in this state to cause at least one advertisement to be inserted in the official newspaper of its respective county, under the heading of "stationery proposals" , asking for bids for the supplying, for one year, of all books, stationery, records, printing, lithographing, and such other. supplies , 9 0140 PROPOSAL FOR CONSTRUCTION OF A FACILITY GRANTEE: Wad C.Ctw..�1 ONV/cSiow tc \}t.wG.v, J�Q2S t �.�1.A-%'L-YVH-j GRANT #: CA-1 l FACILITY LOCATION: FUNDING REQUESTED: cct k' -r-' ,5-Do- 0 0 FUNDING SOURCE: BASE QUALITY PROGRAM IMPROVEMENT ✓ FACILITY FUND EXPANSION START-UP OTHER PROPOSAL CHECKLIST COMMENTS Y/ N Provide written a24-,� c .�� mac; �rA documentation there are no �"` alternative facilities; or they are not suitable without major renovation and the costs are more expensive than construction.Submit written application gr //3 --- nit i' v signed by Board and PC. Provide a legal description y of the site of the facililiticzQc— proposed, and an explanation '_--"-.__ of the appropriateness of the location to service L1 area. Discuss effect facility will have cn transportation, collaboration with other agencies, and other program activities. • • Provide plans and specifications of the • CA -C proposed facility, including .----- Gam" size and type of structure, number and description of rooms, and lot on which building will be located (including space available for playground and parking) . Submit the proposed schedule j._. j for construction and occupancy. . 990140 Provide assurances that �I grantee will comply with L` requirements of Uniform Relocation Assistance and Real Property Acquisition Policies Act. Submit a statement describing the procedures used to engage the persons/companies which �^---1� will construct. Assurance _ ,/ 674 must be provided that all laborers and mechanics employed by contractors or subcontractors shall be paid ways at not less than those prevailing on similar construction in the locality, in accordance with the Davis- Bacon Act. Submit all proposed contracts taa(.7 ,,�,�_- pertaining to the purchase of land and construction of the „ (Z. c—e --2-7-, facility. Contract must contain a provision that the L 72-� a..-._/ total price of the contract /J shall remain fixed and Cc includes a provision stating Q that the price may not be " increased except for reasons ,u „ which are beyond the builder' s �7 ,( control and unforeseeable at the time the contract was entered into. Increases must be approved in writing by the Regional Office. Provide a detailed estimate of the cost of the construction, and compare cost to the cost of occupancy of either the current facility or a facility available for purchase, lease or donation. The period of the comparison is 20 years. v Provide an appraisal of the (,,_ 4 value of the land. Provide an estimate, of the / one-time costs, including but ��- C� � bJ not limited to down payment, professional fees, and moving expenses. Provide an estimate of on- going costs, including, but not limited to mortgage payments, insurance premiums, maintenance costs, and property taxes. 990140 Describe the intended uses of the facility-must demonstrate facility will be used - tea.-&-LA--51-mo1.-'-{ principally as HS center or a direct support facility for HS. State portion to be used for other purposes . Provide assurances that 6 tl r6 �aO L1 facility will be constructed J to comply with local licensing and code requirements, ADA, Section 504, and Flood Disaster Protection Act. Describe how it was determined , /„_ s� that suitable facilities were .��- �-- La'✓ci —z&.... "'_C l� not available, and explain how J lack of facilities will inhibit operation of the program, and if appropriate provide the cost comparison. Provide the terms of any proposed loan and the /1.-2 /A. repayment plan. Discuss the effect that the construction will have on y( ability to meet non-Federal �/A- share. Provide a certification by a /' / licensed engineer or architect �L< C,/C�-✓1�c -� �J1 as to the technical appropriateness of the facility. Discuss the effect that the construction will have on the ability to meet the limitation on development and J/� administration costs of Sec 644 (b) . One time costs are not subject to the limitations. Provides assurances that grantee will obtain an2,-c-e-ram/ - If) interest in the site sufficient to assure undisturbed HS use for useful life of facility. If not purchasing land, /� describe the easement, right ✓j� of way or land rental. Provide an assessment under c,,�ie-yr. te _Dy /�,P LI the National Environmental �" U,Y Policy Act and the National Historic Preservation Act. 9°0140 Provide a statement of the Q c/) share of the cost that will be d paid with grant funds. If facility is used for other J �� purposes, provide information L demonstrating that grantee J will charge for use of non-HS part in accordance with applicable OMB cost principles . Submit assurances that grantee will comply with all LP conditions placed on grant regarding protecting Federal / p interest, inspection reports, - lir" Y use of the facility default on UUU mortgage, insurance, maintenance of facilities, copies of official documents, retention of records, audits, prior approval for use of grant funds, program income, and procurement procedures. 9°0140 1''i: 4' , i1 i't Y eil ,II I'� ' I- ` .'j l �; 1 > Q I- Ui g ' i CC . CI. / 0I- 'rv/1^',' frC m L V I 4 V 0 W IXiS}lii1: ini ,t O V Cn Y t� ` ..4 I , 1 ` „ = O 0 L 0 p r: p 990140 7. }s W Q I = F— =L T D e w v/ !, uj Z I-' O ,ZJ , , [ O ' y 990140 A W I— W W /LrL as n LU �" CC H fn = O F— H Q . C Y is W Q > Ili a r Q 0 I Z i; i I- ` T O 7 0 J 990140 r. I ..5,� FFf -v z fa k 9 fit 'lamfrr I `C" t • rrec v- .I - 'fit'• r4�'. I hi :� % � • kCi*i a; S a� t • r '�.,a I.� �V, \ � i �t i � ; � t i s t-y `^ rt'ti S ::::.:A1-7', i i 1 ' N -. t �ix• , ;!i t 1j : f I,r 11 --ie .• f f ` 'I * - .{: .firi:,,t�` r dlti l . : " *-..� '' • 9/ r 'I I •. t Hr HIS , _ Jr ii ti y T i .• _ .«. .r' .f y l— I)EaMr q `__. -. yip 0:4. I.10 -- '�f l : +{,a" ,",r! -i'^ %`t -« cc or- •• .�c�-- r---- - .•--- /_ ill \ yy .{ 990140 rr E `er R fl D U EXHIBIT II-A-7b(2) (e) { To Don Warden, Finance Director Dace November 3, 1987 / COLORADO From Wes Potter, Director Health Protection Services l — sutie=r. Air Quality at "0" Street and 11th Avenue The area enjoys a good ambient air quality throughout most of the year. A monitoring station in Greeley continuously records air quality. Composite summaries of that data are attached. The area has experienced some elevated concentrations of carbon monoxide during the winter months. There were two (2) days in 1985 and four (4) days in 1986 where the eight (8) hour standard of 9 ppm was violated. Ozone and total suspended solids have not been recorded at excessive levels. The State Implementation Plan has been codified recently to include automobile emissions testing, a wood burning ordinance and restrictions on open burning as methods to improve local air quality. `:hen compared to other front range communities , Greeley hos a good air quaiit environment . `+2/bks • 9014O I Figure 2-3 1 XQ I i 7 _z I O U _ I En j ryU t ZW a O ° 44, I L.,ZQ Li U z W UW Z LJ D WLJ Y 0_ W I co / I I Z T I ( o I w 1\7: d) PO W r7 C 1 Q y O U 1 1 1 1 1 1 1 I i I I f 1 O 00 CO 't N O CO cO N O GO co v N O v) N N N N N ❑ 9°0140 o. Wdd NI NOI1d2IIN3ONO3 • Figure 2-1 CARBON MONOXIDE HISTORICAL COMPARISONS 8-HOUR CONCENTRATIONS 8 - HOUR SECOND MAXIMUM LARIMER-WELD - AOCR #2 40 35 - 30 - d d 25 - z 20 - g 15 - 0 Standara 9 ppm 5 - O 1 I I I 1 1 T I 75 76 77 78 79 80 81 82 83 84 85 86 87 YEARS + FT. COLLINS o CREELEY 8 - HOUR VIOLATION DAYS LARMIER-WELD - ACCR pt2 26 24 22 20 18 - N 1 5 - r 14 - w 1 2 - CC m 10 y 8 . 0 2 75 76 77 78 79 80 81 82 83 84 85 86 87 YEARS + FT. COLLINS o CREELEY 990140 - 19 - I Figure 6-1 (continued) II TOTAL SUSPENDED PARTICULATES HISTORICAL COMPARISONS V ANNUAL GEOMETRIC MI- AN GREELEY - AOCR #2 150 140 - 130 - 1 20 - --t 1 10 - 0 100 - za Z 90 - z 80 - Standard o 70 - 75 ug/m3 Z 60 � . Z C 40 - U 30 20 - 1 O - —J a 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 a r YEARS o 1516 HOSPITAL ROAD F ANNUAL_ GEOMETRIC MEAN WELD - AOCR #2 150 4p - 130 - 120 110 U 100 D Z 90 z 8o Standard 70 75 ug/m3 60 W z so z 0 40 f (2 30 2O ? 10 7 0 73 74 75 76 77 78 79 80 81 82 83 84 85 as 87 YEARS o PLATTEVILLE 900140 Figure 3-2 OZONE HISTORICAL COMPARISONS SECOND MAXIMUM 0.26 LARIMER-WELD - AC/CR #2 0.24 0.22 0.2 aa. 0.18 z 0.16 z O 0.14 F 1 0.12 Standard 0. 12 ppm U O.1 O 0.08 0.06 0.04 0.02 0 75 76 77 78 79 80 81 82 83 84 85 86 87 + rr. COLLINS YEARS o GREELEY LSTIMATED YEARLY VIOLATION DAYS 15 LARIMER-WELD - AOCR #2 1 4 - 13 7 12 11 10 - N 9 - 0 8 O CC7 - m 6 - z 5 - 4 - 3 - 2 - 1 - 1 _1 75 76 77 78 79 80 81 82 83 84 85 86 87 FT. COLLINS YEARS o GREELEY nn+ 99 0 4° 7A ;I 1 Table 1 -4 1986 VIOLATIONS SUMMARY IMonitoring Sites At Which Violations of _ Primary NAAQS Were Recorded During 1986 JI SITE LOCATION CO 03 TSP f 2-C Fort Collins, 1820 S. Mason x x ;II 2-H Greeley, 811 15th St. x 3-A Adams City, 4301 E. 72nd Ave. x 3-X Arvada, W. 57th & Garrison x 3-Z Boulder, 2320 Marine St. x 3-I Denver, 414 14th St. x 3-I1 Denver, 414 14th St.* x 3-J Denver (CAMP) , 21st & Broadway x x { 3-M Denver (Carriage) , 23rd & Julian x 3-0 Denver (NJH East) , 14th & Albion x 3-N Longmont, 3rd & Kimbark St. x 3-W Welby, 78th & Steele x x j 4-8 Colorado Springs, I-25 & Uintah x 11 6-B Lamar, Power Plant x 11 6-C Lamar, 104 E. Parmenter x 9-D Pagosa Springs, High School x i 10-8 Delta, 5th & Palmer x I10-F Telluride, Pekkarine Bldg. x 12-A Aspen, Courthouse x 12-B Steamboat Springs, 929 Lincoln x 1 13-C Canon City, Macon & 7th Street x I * Collocated sampler for quality assurance use. ( t 3 - t?O14O 1 ErnoRAnDurn EXHIBIT II-A-7b(2) (f) it fit mem E��• To Don Warden, Finance Director Dale November 3, 1987 COLORADO From Wes Potter, Director Health Protection Services --1-1 " Ground Water Quality at "0" Street & 11th Avenue Subject: The site is located on the north side of the Cache La Poudre River, where pleistocene alluvial gravels overlay a surface expression of the Larimie • Formation of Lace Cretaceous Age. The groundwater table in the area is closely related to the adjacent river, which is a very high quality stream. Water quality in the groundwater table is quite good. The total dissolved solids level is approximately 800 ppm with relatively low nitrate levels of 2-4 ppm and a total hardness of Ca CO3 of 440 ppm. There is no indication of excessive metals, or the presence of hydro-carbons or any other contaminates. The groundwater cable along the river is occasionally used as a source of irrigation water, with few domestic wells within two (2) miles. However , the major impact of the alluvial aquifer, in the area of interest, is gravel mining. The resulting ponds are used as recreational fishing sites , and the overall impact on the aquifer from any activities in the local area is veto minimal. The groundwater table under the site is generally of high quality with little impact by use in the local area. l;P/bks 9°0140 EXHIBIT II-A-71)(2) (f)ii RECEIVED NOVy - e , , r t City of GREELEY CIVIC CENTER, GREELEY. COLORADO 80631 (303)353-6123 Greeley November 6, 1987 Richard D. Lamb, P.E . Norton, Underwood and Lamb, Inc. 1020 28th Avenue, Suite 205 Greeley, Colorado 80631 RE: WELD COUNTY SITE DEVELOPMENT, NE 1/4 S31 , T6N, R65W, 6 P.M., WELD COUNTY Dear Dick: In response to your letter of November 5, 1987, questioning the ability of the City of Greeley Water and Sewer Department to supply supporting services to the referenced development site, I would like to state that the City of Greeley is in the process of completing plans for the expansion of the water treatment facilities at Boyd Lake which will increase our capacity to produce treated water by ten million to 14 million gallons per day. This would support an additional population equivalent of 13, 333 to 18, 666 based on a City of Greeley peak day demand. The wastewater treatment plant is operating at approximately 58 percent to 60 percent of design capacity, and has a remaining capacity to support approximately a 37, 000 population equivalent. Eased on the above information, you can see that it would be relatively easy for the City of Greeley to provide support services to the develop- ment site in question . I would like to point out that the City of Greeley would require the property in question to be annexed to the city in order for us to provide the water service required, or the County would have to request from the City Council an exception to existing policy. If I can be of any further service to you in this matter, please do not hesitate to call me. Sincerely, 77 ;eW__ (//fp4--' Ma 7 H. Rybus Director of Water and Sewer • Water and Sewer Department MHR/pp 900140 EXHIBIT II-A-7b(2) (f) iv RECENED OCT 2 2 1887 STATE OF COLORADO COLORADO DEPARTMENT OF HEALTH oc ro� 4210 East Ttth Avenue �<� +�gfg Denver, Colorado 80220 - Phone (303) 320-8333 � �/R76 October 20, 1987 Roy Romer Governor Thomas M Vernon. m D Executive Director Mr. Tom Norton X Norton, Underwood and Lamb 1020 28th Avenue Greeley, CO 80631 RE: City of Greeey WWTP Design Capacity CDPS NO: CO-0040258 Dear Mr. Norton: In response to your request we have evaluated the capacity available at the City of Greeley's wastewater treatment facility. The facility' s current discharge permit defines its hydraulic and organic capacities as 12 MGD and 29,040 lbs. BOD5/day, respectively. During 1987 the largest hydraulic and organic loadings have been 8. 2 MGD (August) and 18,330 lbs. BOD5/day (April) . Therefore, an additional 3.8 MGD and 10,710 lbs. B0D5/day is available at the facility to serve growth. Using 100 gal./P.E./day and 0.2 lbs/B0D5/P.E./day (conservative design figures) the available hydraulic capacity would be reached with the addition of 38,000 P.E. Additionally, state law requires planning for facility expansion when 80% of capacity is reached and construction of the expansion must begin when 95% of capacity is reached. In the city' s case, an additional 12,000 P.E. could be served before reaching 80% (9.6 MGD) of the design hydraulic capacity, also , an additional 32,000 P.E. could be served before reaching 95% (11.4 MGD) of the design hydraulic capacity. Hopefully this information will satisfy your needs. If you have any questions please contact me at 331-4591. Very truly yours, • Alat(V David A. Akers Senior Public Health Engineer Permits and Enforcement Section WATER QUALITY CONTROL DIVISION xc: Mark Rybus, City of Greeley Victor Sainz, D.E. , Field Support Section, WCCD DAA/dc 990140 • Q EXHIBIT LI-A-7c 41 COLORADO HISTORICAL SOCI • HITY Colorado State Museum 1300 Broadway Denver. Colorado 80203 October 29, 1987 Donald D . Warden, Director Finance and Administration Department Weld County P .O . Box 758 Greeley, CO 80632 Dear Mr . Warden: This is cc acknowledge receipt of your Orrohpr 15 . 1g97 rne,cron,4.orin, and additional information received October 16 , 1987 , from John Zender of. the Economic Develofinerr rion rnnrr?-- in- Industrial Park pre-grant apolication. DATE RECEIVED: October 19 , 19'37 A search of the Colorado Inventory of Cultural Resources indicated than Mere are no known cultural resources within the project area. Based on the information you supplied, are believe ( X) the nature of the proposed project or ( ) the present nature of :he proposed project area is such that no (further) _-- ct upon cultural resources will occur. Therefore, you may proceed with the u-_e :akin; as proposed. However, if previously unidentified archaeological resources are discovered in the course of the project , work must be interrupted until the resources are cooper v evaluated in terms of the National Register of Historic Places eligibility criteria (36 CFR 60.L) in consultation with this office. Thank you for the opportunity to comment. If we may be of further assistance . ,lease contact our Compliance Division at 366-3392 or 866-3395. Sincerely Leslie E. Wildesen Deputy Scat,- Historic Preservation Officer 990140 POLICIES AND PROCEDURES 0 Section_ Pnrrhacing Pnlirivc and Procedures W Se Procedure For Contract For Personal Subject — Sv Tt,irvc nr TnAvPandvnt Contractor COLORADO Date /vqn Page 19 Colorado Revised Statutes and Section 3-8(4) (M) of the Home Rule Charter require that all contracts must be approved by the Board of County Commissioners and signed by the Chairman of the Board in order to be valid. Therefore, prior to utilization of any independent contractor, a signed contract should be completed to avoid any personal liability. Individual contracts and the Standard Agreement form approved by the Board and the County Attorney specify the terms of the contract and have additional provisions which protect the interests of the County, as well as individual County employees who may be involved with the actual work being performed. PROCEDURE: 1. The Standard Agreement form will be completed by Purchasing after the bid process or proper procedure has been completed. 2. Purchasing will send the Standard Agreement form to Finance for approval of the Finance Director and the Chairman of the Board. 3. Accounting will complete the account section of the contract and return copies to Purchasing and the requesting Department. The original will be sent to Accounting. 4. Accounting will encumber the contract amount and verify each payment. 5. The Department making the payment should fill out only an input document, being sure to note the contract number in the PO column. 990140 POLICIES AND PROCEDURES 1S *t� Section Purchasing Policies and Procedures Procedure For Contract For Personal Subject Services or Independent Contractor COLORADO Date 6/1/90 Page 18 PROCEDURE FOR CONTRACT FOR PERSONAL SERVICES OR INDEPENDENT CONTRACTOR POLICY: Individuals or companies hired to perform professional services or independent contract work (e.g. researchers, programmers, temporary clerical, counselors, etc. ) must have a signed contract stating that they are independent contractors and the terms of the agreement. SELECTION PROCESS: The selection/acquisition process should be the same as for any other good or service purchased by the County. A request should be made to Purchasing in the form of a requisition requesting the services. Purchasing will then contact the requesting department regarding the service and available vendors (either individual or company) . If the service can be provided by other than a sole provider, a request for proposal or request for quote will be made by Purchasing with assistance from the requesting department. The selection process will be in accordance with good purchasing practices and may vary with each specific service. In the case of a sole provider, the Purchasing Department will make the determination that no other qualified vendors are available or practical for use by the County. In cases of a sole provider the reason or reasons for specifying sole provider must be stated in the signed contract for the record. Where it is in the best interest of the County, contracts for professional services can be on a multiple year basis with annual renewals at the option of the County. Contracts over $2,000 will follow the normal purchasing process specified in the Administrative Manual, which requires presentation to the Board for approval and specific Board action on the individual contract. Contracts under $2,000 will follow the normal purchasing process specified in the Administrative Manual, but can be approved by Purchasing and the contract be placed on the Standard Agreement Form approved by the County Attorney and Board of County Commissioners. The Standard Agreement must be signed by the Chairman of the Board, who has been given previous blanket authority by the full Board. 9.101.40 POLICIES AND PROCEDURES / t ''�1j Section Purchasing Policies and Procedures Subject Bids and Quotations — 0 COLORADO Date 6/1/90 Page 11 personnel time for larger more complicated buying. In all cases, the procedure used to obtain prices shall be calculated to achieve maximum economy for the county. All informal bid prices received shall remain confidential until the award is made. After the award is made, all information regarding the bid shall be open for public inspection during regular business hours . In the event items do not meet specifications required by the bid document, Purchasing may reject the bid or, at their discretion, ask for additional documentation from the vendor regarding evidence of why the alternate will satisfy the need. If documentation justifies, the County may invite vendor to provide a demonstration. Based upon data and/or demonstration, Purchasing may accept alternative bid with the approval of the Director of General Services . 990140 POLICIES AND PROCEDURES 1 TT Section Purrhasing Policies and Procedures Subject Rids and Quotations -- COLORADO Date 6/1/90 Page 10 the advertisement or as specified in the bid documents. If bids are submitted by facsimile transmission, the vendor must include the following statement, "I hereby waive my right to a sealed bid" . Bidders are invited, but are not required to attend the bid opening. QUOTATIONS/INFORMAL BIDS On purchases of goods or equipment other than those supplies purchased pursuant to Sections 30-11-109-112, CRS, 1973 , greater in value than $200, but less than the amount established by the annual purchasing ordinance per Section 14-9 of the Home Rule Charter, the purchasing agent shall request quotations from three or more suppliers, if possible, and shall purchase at the lowest and best quotations. The County shall reserve the right to reject any and all bids. The formal bid procedures may be used for purchases under the amount established by the annual purchasing ordinance when the best interest of the county so dictates. Normally the informal bid procedure is used for small dollar value items or to speed delivery and reduce administrative cost. Informal purchases may include any of the following: 1. Secure quotations on standard quotation forms. 2. Obtain telephone quotations. 3. Purchase on the basis of parts commodity records. 4. Recent competitive bid prices may be used to avoid duplication of effort. 5. Sole source items if emergency conditions exist or if such requirement is obtainable, for practical purposes, from only one source. 6. Double source items, when required, to provide operating departments with sufficient requirements. 7. Items under $200 may be acquired without quotes by Purchasing from a vendor in order to expedite the procurement of small purchases for departments and save the purchasing department 990140 POL ICIES AND PROCEDURES i� t(t � Section — -- Purchasing Policies and Procedures Subject Bids and Quotations 1111c COLORADO Date 6/1/90 Page 9 determine comparisons of quality and price. PRIOR to advertising for such bids, the purchasing agent shall verify that the purchase is authorized in the current budget. At the discretion of the Purchasing Director, formal bids may be advertised in the official newspaper, except as statutorily required, and may be advertised in other publications. Such advertisement shall include, but not be limited to the following: 1. General description of required commodity or service. 2. Location to obtain required bid documents. 3. Cost of bid documents (if applicable) . 4. Amount of bid bond (when applicable) . 5. Time and place of bid opening. 6. Reserve the right to: A. Waive informalities. B. Reject all bids. C. Accept proposal deemed most advantageous to the best interest of the County. The Purchasing Department shall maintain a vendor's bid list. Invitations to bid shall be mailed to all appropriate vendors on the bid list. When bids are received, they shall be stamped with the date and time received, initialed by the person receiving them, and filed until opened. After the bids are opened, the proposals shall be reviewed by the purchasing agent and the department head who initiated the requisition. The department head and the purchasing agent will make a recommendation to the Board of Commissioners. The final award of the bid will be approved by the Board of County Commissioners. All formal bids shall be submitted sealed or by facsimile transmission and shall be publicly opened and disclosed at the time and place indicated in 990140 POLICIES AND PROCEDURES gij j;it ? Section Purchasing Policies and Procedures Subject Bids and Quotations COLORADO Date 6/1/90 Page 8 specifically mentioning and describing them, as are furnished to the several officers of the county, such advertisement to be published not less than twenty nor more than forty days prior to the opening of such bids. Such advertisement may be published any time during the year as the board deems most advisable. The publication of the advertisement may be made in conjunction with any other county or the state, when bids are asked on the supplies specified in this section. " Section 43-2-209, CRS , 1973 , specifies that: "Contract for work on highways - advertise for bid. In the event any board of county commissioners desires to let out any work on the county highways by contract, it may advertise in a legal newspaper in the county or post a notice in the county courthouse , for a period of not less than ten days before the contract is let, for sealed proposals for performing the work. When a contract for work on highways involves expenditure of five thousand dollars or more, the board of county commissioners shall advertise in a newspaper as provided in this section unless such advertisement, in the judgment of the board would be detrimental to the immediate preservation of the public peace, health, and safety. Such advertisement shall describe the work to be done and its location and shall refer all persons to the person holding the plans and specifications therefor, and such contract shall be awarded to the lowest responsible bidder, the board reserving the right to reject any bids proffered. " POLICY Purchasing shall continually strive to increase competition and obtain new sources of supply. Bidding shall be open and unrestricted; however, the County shall not be obligated to solicit bids from every supplier for every requirement. Quotations and bids shall be based on established standards and specifications whenever possible. FORMAL BIDS All bidding shall be in accordance with, and pursuant to, Section 14-9 (1- 5) of the Weld County Home Rule Charter, and all purchases over the amount established by the annual purchasing ordinance shall be followed by a period for consideration and investigation of the bids submitted to 990140 POLICIES AND PROCEDURES fif /) *f� Section Pnrchasi Policies and Procedures Subject Bids and Quotations COLORADO Date 6/1/90 Page 7 BIDS AND QUOTATIONS Section 14-9 of the Weld County Home Rule Charter specifies that: 1. The Board of County Commissioners shall adopt bidding procedures for county purchases which shall assure open and competitive bidding on all county purchases, and the Central Purchasing Division shall follow the procedures adopted in all county purchases . 2. Bid specifications shall be prepared in such a manner as to invite and encourage bidding from all suppliers of the goods and equipment being purchased by the County. No specifications shall be submitted to bidders so restrictive in detail as to eliminate any line of competitive equipment. 3 . The County Commissioners shall give preference to resident Weld County bidders in all cases where the bids are competitive in price and quality. 4. The County Commissioners shall enter in the minutes of the meeting at which a purchase is made for other than a low bid, the reason for not accepting the low bid. 5. All purchases in excess of an amount to be set annually by the Board of County Commissioners by ordinance shall be by written, sealed bid and bids over the amount set annually by ordinance by the Board of County Commissioners shall be followed by a ten-day period for consideration and investigation of the bids submitted to determine comparisons of quality and price. The ten-day waiting period may be waived by resolution of the Board for emergency purchases. The Commissioners shall accept the bid they find to be most beneficial to the County. Section 30-11-109, CRS, 1973, specifies that: "Advertisement for bids on supplies. It is the duty of the board of county commissioners in each county in this state to cause at least one advertisement to be inserted in the official newspaper of its respective county, under the heading of "stationery proposals" , asking for bids for the supplying, for one year, of all books, stationery, records, printing, lithographing, and such other supplies, 9°0140 PROPOSAL FORK CONSTRUCTION OF A FACILITYC GRANTEE: Ll.)¢Q C, Lc‘.w �` CA\A":I o w -\t AnnekG.v� J.12-1/J0-0 S c G - -Ch{4Sa GRANT #: q e' c\--1 G\3`-P FACILITY LOCATION: FUNDING REQUESTED: \ flC6 �S�C7' 0 FUNDING SOURCE: BASE QUALITY PROGRAM IMPROVEMENT FACILITY FUND EXPANSION START-UP OTHER PROPOSAL CHECKLIST COMMENTS Y/ N Provide written '"`,,.1M Ci �t-� �.z,eyf�c�/ documentation there are no Cyr alternative facilities; cr they are not suitable without major renovation and the costs are more expensive than construction. D Ls Submit written application Sr ci)c .----- ¢-i d signed by Board and PC. Provide a legal description I, of the site of the facility �f-1ac proposed, and an explanation of the appropriateness of the location to service L.S area. Discuss effect facility will have on transportation, collaboration with other agencies, and other program activities. Provide plans and specifications of the • (14-C^� proposed facility, including .---A----- GZi � size and type of structure, l,� number and description of J rooms, and lot on which building will be located (including space available for playground and parking) . �l Submit the proposed schedule ,�� -Y i for construction and occupancy. 490140 Provide assurances that �I grantee will comply with ✓�`� �'�-C�'t l� requirements of Uniform Relocation Assistance and Real Property Acquisition Policies Act. Submit a statement describing the procedures used to engage �� `�LGwt the persons/companies which will construct. Assurance _ ,/ y/4 must be provided that all c.�r-�� laborers and mechanics employed by contractors or subcontractors shall be paid ways at not less than those prevailing on similar construction in the locality, in accordance with the Davis- Bacon Act. Submit all proposed contracts 11d pertaining to the purchase of land and construction of the facility. Contract must Cc�. ' contain a provision that the L ��Q/1 total price of the contract /J shall remain fixed and c �I11 6 Imo( includes a provision stating that the price may not be increased except for reasons which are beyond the builder' s � /� �<�( . control and unforeseeable at the time the contract was entered into. Increases must be approved in writing by the Regional Office. Provide a detailed estimate of the cost of the construction, and compare cost to the cost of occupancy of either the current facility or a facility available for purchase, lease or donation. The period of the comparison is 20 years. v Provide an appraisal of the • value of the land. Provide an estimate of the J _ one-time costs, including but - C, • �( not limited to down payment, J professional fees, and moving expenses. Provide an estimate of on- going costs, including, but not limited to mortgage payments, insurance premiums, maintenance costs, and property taxes. 9"0140 Describe the intended uses of the facility-must demonstrate facility will be used -^'.— � -"'mo 2' t _ ^--I' L� principally as HS center or a direct support facility for HS. State portion to he used for other purposes. Provide assurances that w �w0 u r `-P L.) facility will be constructed 6 to comply with local licensing and code requirements, ADA, Section 504, and Flood Disaster Protection Act . Describe how it was determined . that suitable facilities were ..1 lnci.. /Z&.- l,} not available, and explain how J lack of facilities will inhibit operation of the program, and if appropriate provide the cost comparison. Provide the terms of any proposed loan and the ,71.."2/4 repayment plan. Discuss the effect that the construction will have on /(2/ ability to meet non-Federal share. Provide a certification by a L licensed engineer or architect a. —eL as to the technical J appropriateness of the facility. Discuss the effect that the construction will have on the ability to meet the limitation on development and / /� administration costs of Sec 644 (b) . One time costs are not subject to the limitations. Provides assurances that /j�� O grantee will obtain an i 2<-tii/ /- t^ interest in the site J\ sufficient to assure undisturbed HS use for useful life of facility. If not purchasing land, A , /A describe the easement, right ✓. of way or land rental. � Provide an assessment under r,,�ygw�LB2y G P t -D V�r the National Environmental Policy Act and the National Historic Preservation Act. Qn0+ A0 Provide a statement of the p_ "' / S/7� CL share of the cost that will be �� paid with grant funds. If facility is used for other s �� purposes, provide information y[,1:wL_ ^'y demonstrating that grantee 1 will charge for use of non-HS Jpart in accordance with applicable OMB cost principles. Submit assurances that grantee will comply with all LP conditions placed on grant regarding protecting Federal n p interest, inspection reports, �/i -�"01i' -/ use of the facility default on mortgage, insurance, maintenance of facilities, copies of official documents, retention of records, audits, prior approval for use of grant funds, program income, and procurement procedures . 9a0140 Hello